RSMeans building construction cost data 2014
1,622 300 71MB
English Pages 946
Polecaj historie
![Construction Cost Estimating [1 ed.]
9780367902681](https://dokumen.pub/img/200x200/construction-cost-estimating-1nbsped-9780367902681.jpg)
![How to estimate with RSMeans Data [4th ed.]
9781118025284, 1118025288](https://dokumen.pub/img/200x200/how-to-estimate-with-rsmeans-data-4th-ed-9781118025284-1118025288.jpg)
![Rawlinsons Construction Cost Guide 2021 [29 ed.]
9781922443069, 9781922443045](https://dokumen.pub/img/200x200/rawlinsons-construction-cost-guide-2021-29nbsped-9781922443069-9781922443045.jpg)
![Building construction illustrated [Fifth edition]
9781118458341](https://dokumen.pub/img/200x200/building-construction-illustrated-fifth-edition-9781118458341.jpg)
Citation preview
More than 24,500 completely updated
72nd annual edition
unit price lines
Cost data from the most quoted
name
in construction
ake the most of the time you’ll save Build professional estimates
in
1/3 the time
- with
instant access to the
most
reliable cost
data available.
Access thousands of material, labor and equipment costs on the go:
Get the latest prices in
seconds
RedCfre25% Use code: 201 4-0N25 Visit
rsmeans.com
Immediately customize
Quickly share and export
costs to your location
custom estimates
off digital titles
$194.95 per copy Price
(in
United States)
subject to change without prior notice.
is
RSMsans
The 2014 Building Construction Cost
72nd annual
Data,
the
edition,
RSMeans annual
all
of
cost data books for
are dedicated to the
2014,
and
”
memory
Building
of
our respected colleague and friend,
Paula Reale-Camelio.
Construction Cost Data 72ND ANNUAL EDITION Senior Editor Phillip R. Waier,
PE
(1,13)*
Chief Operating Officer
Senior Product
Richard Remington
Marketing Manager Andrea
A
Vice President,
Christopher Babbitt
Business Development
Senior Director,
Steven Ritchie
Operations
Adrian C. Charest, PE
RSMeans division of
Reed Construction Data, LLC
&
Construction Publishers
Sillah
Contributing Editors
(26, 21, 28, 48)
Rodney
Gary W, Christensen
L.
Sharpies
Vice President,
Consultants
David G. Drain, PE
(33)
Finance
700 Longwater Drive Norwell, MA 02061
Cheryl Elsmore
USA
David Fiske
800 - 334-3509 www.rsmeans.com
Robert
Fortier,
Robert
J.
&
Production Manager
Operations
Renee Pinczes
Michael Kokernak
Senior Director, Inside Sales
Production
•
1
-
2013
Copyright
A
division of
RSMeans
in
The authors, editors, diligence and judgment
in
in
of
RSMeans apply
Jeannene
D.
Murphy Bob
Marilyn Phelan, AIA
RSMeans makes no
Stephen
C. Plotner
(9,
(3,
Mew/is,
CCC
(4, 6, 7,
14, 41, 44)
shall
5)
Christopher Anderson
Senior Director, Product
L.
Hoitt
Management
Siobhan Soucie
Kathryn S. Rodriguez Jennifer Johnson
Cover Design
express or implied
have no
or third party for
Technical Support
10, 11, 12)
Gary
warranty of merchantability or fitness for a particular
RSMeans
Goodman
Mary Lou Geary
.mg
connection with the content of the
the data, methods, and other information contained
customer
Jill
Debbie Panarelli
Not to be taken from this room
correctness, value, sufficiency, or completeness of
purpose.
Dean
Sara Rutan
locating and using reliable
information contained herein, including the accuracy,
herein.
F.
Genevi
sources for the information published. However, RSMeans makes no express or implied warranty
guarantee
Derek
(8)
For Reference
Melvill
and engineers
31, 32, 34, 35, 46)
Jonathan Forgit
Robert
the United States of America
ISSN 0068-3531 ISBN 978-1-940238-01-2
or
Kuchta
(2,
Thomas Lane
Reed Construction Data, LLC
reserved.
All rights
Printed
by
PE
any
liability to
loss,
any
Wendy McBay in italics are the divisional responsibilities for
each
Paul Robertson
Numbers
Wayne Engebretson
Please contact the designated editor directly with any questions.
damage, including consequential, incidental, special, or punitive damage, including lost profits or lost revenue, caused directly or indirectly by any error or
omission, or arising out
of, or in
connection with, the
information contained herein.
No in
part of this publication
may be reproduced,
ael
stored
a retrieval system, or transmitted in any form or
means without prior written permission of RSMeans. The cost data contained in this publication
by any
is
valuable and proprietary information of
RSMeans
and others and there is no transfer to you of any ownership rights in the cost data or any license granted to you to create derivative works based on which
utilize
the cost data.
editor.
expense, or
or
This book
is
printed on
90%
using soy-based ink and
is
recycled paper
entirely recyclable.
PuWic Library
00 E. Street CA 94901
afael,
m®
Related RSMeans Products and Services This book
is
commercial and industrial projects or large multi-family housing projects costing engineering structures such as bridges, dams, highways, or the like, please refer to
aimed primarily
$3,500,000 and up. For civil
at
RSMeans Heavy Construction Cost Data. companion information resources
The engineers at RSMeans suggest the following products and RSMeans Building Construction Cost Data:
services as
Construction Cost Data Books
opportunity analysis. Clients are from both the public and private sectors, including federal, state,
Assemblies Cost Data 2014 Square Foot Costs 2014
institutions; construction
Reference Books
RSMeans
for Job
Order Contracting (JOC)
Best practice job order contracting (JOC) services support the
RSMeans Estimating Handbook
owner
development of their program. RSMeans develops all required contracting documents, works with stakeholders, and develops qualified and experienced contractor lists. RSMeans JOCWorks® software is the best of class in the functional tools that meet JOC in the
Green Building: Project Planning eO Estimating How to Estimate with RSMeans Data Plan Reading &) Material Takeoff
Management
and municipal agencies; corporations; firms; hospitals; and
management
associations.
Estimating Building Costs
Project Scheduling &)
to
for Construction
specific requirements.
RSMeans
data
is
organized to meet
JOC
Seminars and In-House Training
estimating requirements.
Unit Price Estimating
Construction Costs for Software Applications
RSMeans Online® Training RSMeans Data for Job Order Contracting (JOC) Practical Project Management for Construction
More than 25 unit price and assemblies cost databases are available through a number of leading estimating and facilities management software providers (listed below). For more information see the "Other RSMeans Products" pages at the back of this publication.
Professionals
Scheduling with MSProject for Construction Professionals
Mechanical
.
^
>*>'*.?
m ,’i.iv
4. --
W'
I
e
V
.*>^t 4^vwiv.‘t^lll^'|
•''
'
'1
’'•H|llVB''fVi-
'Iji
I
tn?
" t,*v^ •
jf
'
-
>T
-.>K'
,-
..
'fV i^n*
1
••
(i».»*.V
.
.0
t‘
I
..
•
iT*.-.
^-^
i.'4
"
''
'^llP&l
-«']
(Jiiii
«
*,
''
-»
.
•
'
V
-
f\_.r
,
.
J
'
erj
'•W'r.M
(V v*?(^';-
.V
^
#tri»»^-^^ Jg
s
X
I
'«-
.^Vi,
-/ffm
.‘^^
,
•nr'-
:V
.
•-W*^C^-'j
2130
dump and
Load, haul,
2135
50' haul,
to
incl.
up to 5
rsr stair,
hand
Wheeled
6-10
2140 2145
riser stairs,
hand
carried
Wheeled
U - 20
2150 2155
riser stairs,
hand
carried
Wheeled
21-40
2160 2165
2170
up
return,
riser stairs,
hand
carried
Wheeled
100'
hand
haul, incl. 5 riser stair,
carried
25.50
25.50
39.50,1
.457
16.75
16.75
26
22
.727
26.50
26.50
34
.471
17.25
17.25
26.50
20
.800
29.50
29.50
45
31
.516
18.90
18.90
29
16
1
36.50
36.50
56.50
24
.667
24.50
24.50
37.50
39
39
60.50
25.50
25.50
39.50
15
1.067
23
.696
14
1.143
42
42
64.50
21
.762
28
28
43
12
1.333
49
49
75.50
18
.889
32.50
32.50
8
2
73.50
73.50
49
49
75.50
16.50
16.50
25.50
10.85
10.85
16.75
1.07
1.07
1.65
:
1
2175
Wheeled
1
6-10
2180 2185
hand
riser stair,
carried
Wheeled
11-20
2190 2195
hand
riser stair,
Wheeled
2200
21
- 40
2205
hand
riser stair,
carried
Wheeled Over 100' haul, add per 100 IF., hand carried
2210 2215
Wheeled
2220
For each additional flight of stairs, up to 5 risers, odd
2225
6-10
2230
11-20
risers,
add
21-40
risers,
add
2235
3000
carried
&
Loading
risers,
add
3080
Machine loading truck
5000
Haul, per mile, up to 8 C.Y. truck
0010
Dump
city,
275
.058
2.13
2.13
3.29
138
.116
4.25
4.25
6.55
8.50
13.10
48 B-17
B-34B
1550
.005
^r Flight
8.50
r
26.50
15.40
41.90
58
.667
25
14.40
39.40
54.50
120
.267
10.55
6.50
17.05
23.50
1165
.007
.26
.59
.85
1.04
.19
.45
.64
.79
C.Y.
1r
Charges R024 1
1
9
1
tipping fees only
0100
Building construction materials
0200
Trees, brush,
0300
Rubbish only
0500
Dump
DUMP CHARGES
chorges, typical urban
.029
.711
C.Y. truck
SELECTIVE DEMOLITION,
.296
.232
6
"
02 41 19.20 Selective Demolition,
0020
54
550
Ar
Hand loading
Over 8
.451
69
B-
50' haul
3040
5100
1.333
45
r
trucking, including 2 mile haul, chute loaded truck,
12
35.50
50.50
113
Ton
lumber
Reclamation station, usual charge
1
74
74
81
63
63
69.50
63
63
69.50
74
74
81
02 41 19.21 Se lective Demolition^ Gutting 0910
SELECTIVE DEMOLITION, GUTTING
RQ24119-10
0020
Building interior, including disposal, dumpster fees not included
0500
Residential building
0560
I
Minimum
B-16
400
.080
SF
Fir.
2.99
1.73
4.72
6.50
3.32
1.92
5.24
7.20
3.42
1.98
5.40
7.45
4.78
2.77
7.55
10.40
ff
Maximum
0580
0900
360
.089
350
.091
250
.128
Commercial building
1000
Minimum
1020
Maximum
B-16
SF
Fir. ff
ff
02 41 19.25 Selective Demolition, Saw Cutting 0010 0015
0020 1200
SELECTIVE DEMOLITION, Asphalt, up to
SAW CUTTING
R0241
1
91
3" deep
B-89 "
Each additional inch of depth
Masonry
walls, hydraulic saw, brick, per inch of depth
B-89B
1050
.015
.14
.64
.50
1.28
1.67
1800
.009
.05
.37
.29
.71
.93
300
.053
.05
2.23
3.03
5.31
6.75
250
.064
.05
2.67
3.64
6.36
8.10
125
.064
.06
2.35
.67
L
F.
ff
1220
2000 5000
Block walls, solid, per inch of depth Brick or
Wood
masonry w/hand held saw, per
sheathing to
1"
thick,
on walls
inch of depth
A-1
1
Carp ff
5020
34
On
roof
200
.040
250
.032
1
3.08
4.43
1.83
1.83
2.83
1.47
1.47
2.26
?
,
02 41 Demolition 02 41 19 - Selective Demolition Daily
Labor-
Crew
Output
Hours
Unit
1" thick plate
E-25
333
.024
LF.
.76
1.28
.03
2.07
3.12
" diameter bar
"
600
.013
Fa.
.13
.71
.02
.86
1.41
10
.800
L.F.
02 41 19.27 Selective Demolition, Torch Cutting
0020
Steel,
0040
1
1
Oxygen
000
1040 1080
TORCH CUTTING
SELECTIVE DEMOLITION,
0010
1
Total
Costs
Equipment
Total
1
IncI
O&P
R0241 19-10
lance cutting, reinforced cancrete walls
2"
24" ;
2014 Bare Labor
Material
to
6" 1
thick walls
1
Clab "
thick walls
n
6
1.333
29.50
29.50
45
49
49
75.50
02 42 Removal and Salvage of Construction A^terials 02 4210 ~ Building Deconstruction 02 42 10.10 Estimated Salvage Value or Savings 001 0
00 1
5
ESTIMATED SALVAGE VALUE OR SAVINGS Excludes material handling, packaging, container costs and
0020
transportation for salvage or disposal
0050
All
0100
Copper Wire Salvage Value
Items
in
02 42
Sectian
0110
Disposal Savings
0200
Copper Pipe Salvoge Value
0210 0300 0310
0400 0410
0.
1
0 are
Disposal Savings
Cast Iron Pipe Salvage Value Disposal Savings Steel Doors or
Aluminum
0520
Windows Salvoge Value
Disposal Savings
Aluminum Siding Salvoge Value
0630
Disposal Savings
0640
Wood
Siding
(
no lead or asbestos)
0800
Clean Concrete Disposal Savings
0850
Asphalt Shingles Disposal Savings
000
Wood
1010 1020 1
1
00
1
200
1
220
1230 1
300
1350 1
400
1
500
1
530
1560 1
Floor framing
Painted
Roof framing
060
1 1
600
1650
wall framing clean salvage value
Painted
030
1050
and not costs
Disposal Savings
0510
1
credit deducts
Steel Pipe Salvage Value
0500
0600
1
Painted
Wood beams Wood
salvage value
framing and
beams
shooting ond sub-base flooring
Wood
wall paneling
(1/4
inch thick)
panel 3/4-1 inch thick low salvage value
high salvage value Disposal savings Flooring tongue and groove
25/32
High salvage value Disposal savings
Drywall or sheet rock salvage value Disposal savings
Lb.
inch thick low salvage value
m m m m m m m m m m
1.60
1.60
.04
.04
2.50
2.50
.05
.05
.06
.06
.03
.03
.03
.03
.01
.01
.06
.06
.55
.55
.03
.03
.49
.49
.03
.03
Y.
12
12
Ton
62
62
60
60
55
55
44
44
55
55
44
44
C
t
M.B.F.
disposal savings
Wood
Wood
m m m m m m m m m m m m m m m m m m m m m m m
55
55
44
44
r
55
55
Ton
66
66
72.50
72.50
66
66
r :
/
.55
.55
S .F. 7 '
Ton
2.20
S .F.
2.20
66
66
.55
.55
7
1.10 Ton
Xr
66
1.10
66
22
22
66
66
35
02 42 Removal and Salvage of Construction Materials 5“
.
mS
02 4210 - Building Deconstruction 02 42 10.20 Deconstruction of Building Components
Crew
Daily
Labor-
Output
Hours
2014 Bare Material
Unit
Total
Costs
Equipment
Labor
im
Total
IncI
O&P '
0010
DECONSTRUCTION OF BUILDING COMPONENTS
0012
Buildings
0015
Excludes material handling, packaging, container costs and
0020 0050
one
or
two stones only
Deconstruction of Plumbing Fixtures
0100
Wall hung or countertop lavatory
0110
Single or double
0120
Wall hung urinal
0130
5
transportation for salvage or disposal
2Clab
36.50
56.50
1.143
42
42
64.50
14
1.143
42
42
64.50
[§
8
2
73.50
73.50
[§
16
1
36.50
36.50
56.50
14
1.143
42
42
64.50
16
1
36.50
36.50
56.50
12
1.333
49
49
75.50
10
1.600
58.50
58.50
90.50
8
2
73.50
73.50
113
1
14
[§
compartment kitchen sink
mounted
Floor
36.50
16
Ea.
!
'•
113 '
0140 0150 0160
Floor
mounted water
closet
Wall hung
Water fountain, free standing
*
0170
Wall hung or deck mounted
'
0180
0190
Bathtub, steel or fiberglass
Cast iron
^
^
0200
Shower, single
6
2.667
97.50
97.50
151
0210
Group
7
2.286
84
84
129
48
.333
12.20
12.20
18.85
32
.500
18.35
18.35
28.50
24
.667
24.50
24.50
37.50
40
.400
14.65
14.65
22.50
32
.500
18.35
18.35
28.50
27
.593
21.50
21.50
33.50
18
.889
1
32.50
32.50
50.50
26
.615
Ea.
22.50
22.50
35
26
.615
22.50
22.50
35
40
.400
18.35
18.35
28.50
[G]
100
.160
7.35
7.35
11.30
[G]
500
.032
500
0300 0310 0320
Deconstruction of Electricol Fixtures
Surface
mount incandescent
Fluorescent, 2
2C lab
fixtures
lamp
Ea.
’
0330
4 lamp
0340
Strip Fluorescent,
0350
2 lamp
'•
1
lamp
'
0400
Recessed drop-in fluorescent
0410 0500
Cooking stoves
0520
Dishwashers
Cabinets,
0620
Countertops
0630
Wall paneling,
0640
Ceiling trim
0650
Wainscoting
0660
Base,
0710 0720 0730 0740 0810 0812
0820
® ® ®
Deconstruction of millwork and trim
0610
0700
®
4 lamp
r
Deconstruction of appliances
0510
0600
2 lamp
fixture,
wood
3/4"
1
inch thick
2Clab
' /
"
2 Carp
1" thick
Deconstruction of doors and Doors, wrap, interior,
F.
^
r
S
F.
1.47
1.47
2.26
.032
L
F.
1.47
1.47
2.26
500
.032
S.F.
1.47
1.47
2.26
600
.027
L
1.22
1.22
1.89
F.
windows
wood,
single,
2
i
-
no closers
Double Solid core, single, exterior or interior
Double
Windows, wrap, wood,
L
'
® ® to
//
® ® © ®
4.25
35
39.25
58.50
1
1.231
8.50
56.50
65
96.50
C
10
1.600
4.25
73.50
77.75
r r
8
2
8.50
91.50
2 Carp
21
.762
4.25
35
39.25
58.50
i
4.25
41
45.25
67.50
5
.33
.33
.51
2 Carp
21
.762
13
Ea.
'
r
100
118 151
1
single
with no casement or cladding
®
Ea. t
f
18
with casement and/or cladding
.889 1
0900
Deconstruction of interior finishes
0910
Drywall for recycling
0920
Piaster wall, first floor
0930 1000
Second
1010
Built-up roofs
1020
Gutters, facia
2000 2010
36
floor
Deconstruction of roofing and accessories
Deconstruction of
and rakes
wood components
Roof sheeting
® ® ® ® ®
2Clab
1775
.009
1775
.009
S
F.
i
.33
.33
.51
.44
.44
.68
1.03
1.03
1.59
.51
.51
.79
1.03
1.03
1.59
\
r
1330
.012
f
!
i i
2C lab
2Clab
570
.028
s
1140
.014
L.F.
570
.028
S
F.
F.
.
:
;
02 42 Removal and Salvage of Construction 1024210 1
Building Deconstruction
02 42 10.20 Deconstruction of Building Components 2020
Main
2030
Porch roof framing
2040
Beams 4"
8"
x
2050
4"xl0"
2055
4"xl2"
2060
6" X 8"
2065
6"xl0"
2070
6"xl2"
2075
8"xl2" 10"xl2"
2100 2150
Well framing, interior
2160
Sub-floor
2170
Floor joists
2200
Wood
2300
Wall framing, exterior
2400
Stair risers
2500
Posts
3010
2
Gab
B-1
[G]
Ceiling joists
3000
Crew
m m [H m m m m m m m [U m m
roof framing
2080
A^aterlals
siding (no lead or osbestos)
2C lab
-
Doily
Labor-
Output
Hours
Unit
760
.021
L.F.
445
2014 Bare Material
Totol
Costs
Equipment
Labor
Total
O&P
IncI
.77
.77
.036
1.32
1.32
2.03
375
.064
2.39
2.39
3.69
300
.080
2.99
2.99
4.61
250
.096
3,58
3.58
5.55
250
.096
3.58
3.58
5.55
200
.120
4.48
4.48
6.90
170
.141
5.25
5.25
8.15
126
.190
7.10
7.10
10.95
:
1.19
100
.240
8.95
8.95
13.80
800
.020
.73
.73
1.13
1230
.013
2000
t
.48
.48
.74
.008
S
F.
.29
.29
.45
2000
.008
L. F.
.29
.29
.45
1300
.012
S
F.
.45
.45
.70
1600
.010
L F.
.37
.37
.57
53
.302
Ea.
11.05
11.05
17.05
800
.020
L.F.
.73
.73
1.13
200
.080
S.F.
2.93
2.93
4.52
9.15
9.15
14.15
5.85
9.05
Deconstruction of exterior brick walls
2C lab
Exterior brick walls, first floor
/r
3020 3030 4000 4010
Second Brick
floor
m
chimney
1f
64
.250
100
.160
C
F.
5.85
500
.080
S
F.
2.96
.47
3.43
5.10
Deconstruction of concrete
Slab on grade, 4" thick, plain concrete
B-9
4020
Wire mesh reinforced
m
470
.085
3.15
.50
3.65
5.40
4030
Rod reinforced
[G]
400
.100
3.71
.58
4.29
6.35
m
160
.250
9.25
1.46
10.71
15.90
[G]
140
.286
10.60
1.67
12.27
18.20
m
120
.333
12.35
1.95
14.30
21
A-3H
1
8
A-3C
1
1
4110
Foundation wall,
4120
8"
4130
10"
9000
6"
thick, plain concrete
thick
thick
^r
Deconstruction process, support equipment as needed
9010
Daily use, portal to portal,
9020
Daily use, skid steer
9030
Daily use,
2-ton truck-mounted hydraulic crane crew
1
and operator
backhoe 48
operator and labor
H.P.,
m m
400
875
1,275
1,575
8
375
310
685
910
8
375
310
685
910
Day
ff
[G]
02 42 10.30 Deconstruction Material Handling 001 0
0012
DECONSTRUCTION MATERIAL HANDLING Buildings
one
or
two
stories only
0100
Clean and stack brick on pallet
0200
Haul 50' and load rough lumber up to 2" x 8" size
0210 0300
Lumber Finish
wood
larger
than 2"
x
2
8"
for recycling stack
and wrap per
pallet
Gab
1200
.013
2000
.008
3200
.005
B.F.
8
2
Eo.
Ea.
.49
.49
.75
.29
.29
.45
tf
.18
.18
34
73.50
107.50
151
.28
0350
Light fixtures
6
2.667
61
97.50
158.50
219
0375
Windows
6
2.667
58
97.50
155.50
215
0400
Miscellaneous materials
8
2
17
73.50
90.50
132
1000
See Section 02 41 19.19
for bulk material handling
37
02 43 13.13 Building Relocation
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Totol
Casts
Equipment
Labor
InclO&P
Total
0011
!
T
-H
0010
BUILDING RELOCATION One day move, up
0020
Reset on
0040
Wood
0060
Masonry
0200
For
new
or steel
to
24' wide
foundation, potch
frame
bldg.,
based on ground
bldg.,
&
hook-up, overage
move
11,500
Totol
®
based on ground floor oreo
B-4
floor area
185
.259
137
.350
9.65
S.F.
13
2.80
12.45
17.951
3.78
16.78
24
15%
15%
j
0220 0240
24'
to
42' wide, add
1
®
For each additional day on rood, add
new basement, move
Construct
building,
1
B-4
1
48
Day
520
1,775
2,295
3,325
1
day '
0300
move, potch
&
hook-up, based on ground floor area
B-3
155
.310
S.F.
10.25
12.20
16.60
39.05
48.50
02 5613 - Waste containment 02 56 13.10 Containment of Hazardous Waste 00] 0
CONTAINMENT OF HAZARDOUS WASTE
0020
OSHA
hazard
level
C
0030
OSHA Hazard
level
D decrease labor and equipment, deduct
0035
OSHA Hazard
level B increase lobor
0040
OSHA Hazord
level
A increase
-45%
45%
and equipment, add
22%
22%
labor and equipment, add
71%
71%
0100
Excavotion of contaminated
soil
0105
Includes one respirator
and two disposable
filter
0110
3/4
0120
Labor crew to 6' deep 6'
0130 0200
C.Y.
-
excavator to
1
suits per
B-12F
51
.314
B-2
19
2.105
B-IOT
12
3.333
300
.040
186
.065
0310
Various liner and cover materials
cell
B.C.Y.
2.55
17.15
13.65
13
78
29.20
38
'1
95.15
139
‘i
27 L.C.Y.
124
221
1
151
.43
1.79
1.74
3.96
5.15
.70
2.89
2.81
6.40
8.25
t
rf
Secure burial
0400
-
t
soil/waste upto 150' on-site with 2.5 C.Y. loader
0300
E
work day
0 feet deep
300'
0210
j
& waste
12' deep
Move contaminated
5
•7^
construction
Very low density polyethylene (VLDPE)
0410
50
i(
B-47H
mil top cover
t
0420
80
0500
mil liner
4000
.008
.43
.38
.08
.89
1.15
.50
.38
.08
.96
1.2311
1.53
.38
.08
1.99
2.36'
1.63
.38
.08
2.09
2.47
S.F. t
4000
.008
4000
.008
Chlorosulfunated polyethylene
0510
36
0520
45
0600
B-47H
mil hypalon top cover
4000
mil hypalon liner
S.F. f
.008
1
Polyvinyl chloride (PVC)
0610
60
mil top cover
0620
80
mil liner
B-47H /t
0700
1
4000
.008
4000
.008
4000
.008
S.F.
.80
.38
.08
1.26
1.55
.92
.38
.08
1.38
1.69
.41
,38
.08
.87
1.13
.93
1.19
.86
1.12
'
Rough textured H.D. polyethylene (HDPE)
0710
40
B-47H
mil top cover
S.F.
0720
60
mil top cover
4000
.008
.47
.38
.08
0722
60
mil liner
4000
.008
.40
.38
.08
0730
80
mil liner
3800
.008
.51
.40
.09
B-6
30
.800
B-63
56 56
crushed stone, 6" deep bollast around
1000
3/4"
1100
Hazardous waste, ballast cover with
1110
Mixture of
1120
common borrow &
liner
common borrow
material
topsoil
if
1.28
12.20
72.70
27.50
3.11
42.96
59.50
27.50
3.11
49.06
66.50
28.50
32
.714
12.35
.714
18.45
L.C.Y.
1
93.50
Bonk sand
56
.714
17.55
27.50
3.11
48.16
65
1130
Medium
44
.909
23
35
3.96
61.96
84
1140
Mixture of
56
.714
17.75
27.50
3.11
48.36
65.50
I
^
38
priced cloy
common borrow & medium
priced clay
1r
'
02 58 Snow Control f
02 58 13 - Snow Fencing
j02
Snow Fencing System
5iM3.10
[ooio /OOl
SNOW
Crew
Daily
Labor-
Output
Hours
Unit
500
.048
L. F.
2014 Bare Material
Total
Costs
Equipment
Labor
InclO&P
Total
FENCING SYSTEM
Snow
fence on steel posts 10' O.C., 4' high
B
1
.96
1.79
2.75
3.82
02 65 Underground Storage Tank Removal I
02 65 10 - Underground Tank and Contaminated
Removal
Soil
02 65 10.30 Removal of Underground Storage Tanks OOlO OOl
I
REMOVAL OF UNDERGROUND STORAGE TANKS
&
OlOO
Excavate
Olio
3000
gal. to
5000
gol.
tank
0120
6000
gal. to
8000
gal.
tank
0130
9000
0190
Known
0200
Remove
0201
load onto trailer
gal. to
12000
m m m
tonk
gal.
B-14
4
12
B-3A
3
13.333
2
20
465
Ea.
rf
7
91.50
556.50
815
520
345
865
1,175
780
515
1,295
1,775
%
leaking tank, add
100%
100%
229.50
284
sludge, water and remaining product from tank bottom
vacuum
of tank with
truck
0300
3000
gal. to
5000
gal.
tank
0310
6000
gal. to
8000
gal.
tank
0320
9000
gal. to
12000
0390
Dispose of sludge
0400
Insert inert solid
0401
R026510-20
Petroleum storage tanks, non-leaking
off-site,
COj "dry
gol.
m m m
tank
Insert solid carbon dioxide, 1.5
Disconnect and remove piping
Ib./lOO
m m m m m m m m m m m
gal.
0603
Transfer liquids,
0703
Cut occesswoy into underground storoge tank
0813
Remove
of
volume
wash and wipe
0823
3,000
gal.
0833
5,000
gal.
0843
8,000
gal.
0853
10,000
gal.
0863
12,000
gal.
4
2
3
2.667
75.50
Ea.
154
94
193
287
355
125
257
382
475
6.25
6.80
1.67
2.09
.73
1.81
2.32
2.88
2.88
4.35
ice" into tank
0503
sludge,
1.600
Gal.
0403
0%
5
average
For cleaning/transporting tanks (1.5 Ib./lOO gal. cap)
1
A-13
tank,
500
gal.
1
Clab
500
.016
Plum
1
.59
1.08
Lb. '
rf
400
.020
160
.050
L. F.
1.08
r!
1
1
1600
.005
Gal.
Clab
5.33
1.501
Ea.
Plum
8
1
6.67
6.15
-
.43
.29
.29
55
55
85
57.50
57.50
87
1.199
69
69
104
1.301
75
75
113
86.50
130
86.50
5.33
1.501
4.57
1.751
101
101
152
4.21
1.900
109
109
165
Ea.
760
830
880
960
-
1,050
1,150
145
160
400
440
'
1020
Haul tank to certified salvage dump,
1
1023
3000
gal. to
5000
gal.
tank
1026
6000
gal. to
8000
gal.
tank
1029
9,000
1100
Disposal of contaminated
1110
gal. to
12,000
gal.
00
miles round
trip
tank
soil to landfill
Minimum
C. Y. /
1111
1120 1121
Maximum Disposal of contaminated
soil to
bituminous concrete batch plant 1
1130
Minimum
C
+
1203
Excavate,
1213
Haul tank to certified dump,
1223
Excavate,
pull,
&
load tank, backfill hole,
500
1233
Excavate,
pull,
&
load tank, backfill hole,
3,000 - 5,000
1243
Haul tank to certified dump,
100
miles
rt,
500
1253
Haul tank to certified dump,
1
00
miles
rt,
3,000 - 5,000
pull,
&
88 125
2,350
3,750
4,700
f
Maximum
1131
80 115
Y.
load tank, backfill hole, 1
00
miles
rt,
8,000 8,000
gal.
gal.
.50
B-34K
1
8
300
960
1,260
1,500
'b-iic
1
16
685
365
1,050
1,450
B-llM
.50
32
1,375
795
2,170
2,975
B-34L
1
8
375
270
645
865
B-34M
1
8
375
335
710
935
m
-i-
gal.
gal.
gol.
gal.
32
B-12C
m m
1,400
Ea.
k i
2010
Decontamination of
soil
on
site inci poly torp
on top/bottom I t
2011
Soil
containment berm, and chemical treatment i
2020
Minimum
m
‘b-1 1C
100
.160
C. Y.
7.80
6.85
3.65
18.30
23
39
02 65 Underground Storage Tank Removal 02 6510 " Underground Tank and Contaminated
Soil
Removal n
02 65 10.30 Removal of Underground Storage Tanks 2021
2050 2055
Maximum Disposal of decontaminated
Daily
Labor-
Crew
Output
Hours
Unit
B-llC
100
.160
C.Y.
2014 Bore Material
Equipment
Labor
10.10
Total
Costs
6.85
3.65
minimum
soil,
Maximum
1 r
Total
IncI
20.60
O&P
j
25.50
135
150
400
440
>
1
02 81 Transportation and Disposal of Hazardous Materials
1
02 81 20 - Hazardous Waste Handling
I
02 81 20.10 Hazardous Waste Cleanup/Pickup/Disposal
1
—2
'
0010
HAZARDOUS WASTE CLEANUP/PICKUP/DISPOSAL
j
0100
For cantractor rental equipment,
0110
Front end loader.
1000
Solid pickup
Dump
1
Dozer,
i.e..
see 01
truck, etc.,
1
54 33 Reference
Section .
«
1100
55
1120
Bulk material,
1130
Maximum
1200
Transportation to disposal site
1220
drums
gal.
1260
Minimum
1270
Maximum
3000 3100
drums
Minimum
Ton
ar
25
C.Y. or
1
240
265
190
210
595
655
8 tons Mile
3.95
4.45
7.25
7.35
f
vacuum
Liquid pickup,
Fa.
minimum
f
= 80
Truckload
?
truck, stainless steel tank
1
\
charge, 4 hours
3110
1
3120
2 compartment,
compartment, 2200 gallon
5000
Hr.
gallon
140
155
200
225 ;
3400
Transportation
in
6900
gallon bulk truck
Mile
7.95
8.75
10.20
11.25
i
h
3410
In teflon lined truck
5000
Heavy sludge
6000
Dumpsite disposal charge, minimum
or dry
vacuumable material
Hr.
140
Ton
140
,
415
1;
160
1
;
155 1
r,
Maximum
6020
455
02 82 Asbestos Remediation 02 8213 - Asbestos Abatement 02 82 13.39 Asbestos Remediation Plans and Methods 0010
ASBESTOS REMEDIATION PLANS AND METHODS
0100
Building Survey-Commerciol Building
0200
Asbestos Abatement Remediation Plan
^
2,200
2,400
1,350
1,475
940
940
1,025
Ea.
02 82 13.41 Asbestos Abatement Equip. 0010
ASBESTOS ABATEMENT EQUIP.
0011
Equipment and supplies, buy
0200
Air filtration device,
0250
Large volume
air
R0282 13-20
2000 CFM
Fa.
sampling pump, minimum
0260
Maximum
0300
Airless sprayer unit,
0350
Light stand,
0400
Personal respirators
0410
Negative pressure,
0420
Maximum
1
/2
face, dual operation, min.
i
340
375
330
360
4,425
4,425
4,850
-
48,
48
53
Fa.
261
26
28.50
2 gun
500 watt
340
330
29'
29
31.50
I
0450
0460 0470 0480
40
P.A.P.R., full face,
.122^
minimum
Maximum Supplied
air, full
Maximum
face, inch air line,
minimum
122
134
162
162
178
165
165
182
395
395
435
'
02 82 Asbestos Remediation 02 8213 - Asbestos Abatement 02 82 13.41 Asbestos Abatement Equip. 0500
Personnel sampling
1
500
Power panel, 20
1
600
Shower
1
700
Supplied
1750 1760
55
1
9-18
Worker
2500
Respirator, single use
6
loader,
ton/hr.
55
unit, including
protection,
whole body,
drum
gal.
foot,
head cover & gloves,
plastic
Cartridge for respirator
Glove bag, 7 mil, 50" x
10 6
44"
mil,
mil,
44"
HEPA vacuum
X
60"
60"
X
for
64"
Maximum
Disposable fiber drums, 3
C.E.
C.E.
3"
Pressure sensitive caution labels,
5" x
ll"xl7" Negative
machine,
air
1
800 CEM
Total
Costs
Equipment
Labor
Total
Incl
222
O&P
244
590
590
650
1,250
1,250
1,375
3,350
3,350
3,675
1,175
1,175
1,300
1,225
1,225
1,350
92,500
92,500
102,000
275
275
305
14.50
14.50
15.95
24.50
24.50
27
7.15
7.15
7.85
16.25
16.25
17.90
5.65
5.65
6.20
5.65
work area, minimum
6300
6500
222
wet/dry
gal., stainless steel,
Dispasable polyethylene bogs, 6 mil, 3
6450
Ea.
filters
6000
6400
Material
gallan
2000
3050
pump and
cleaner, HEPA,
Water atomizer
3000
2014 Bare Unit
system (type C)
air
Vacuum
2590
Hours
GFI
unit, incl.
unit, including
1900
2580
Labor-
pump
1800
2570
Daily
Output
]
Vacuum
2550
Crew
5.65
6.20
1,400
1,400
1,550
1,450
1,450
1,600
1.65
1.65
1.82
17.85
17.85
19.65
3.40
3.40
3.74
7.20
7.20
7.90
830
915
830
02 82 13.42 Preparation of Asbestos Containment Area 0010 0100 0200
0300
PREPARATION OF ASBESTOS CONTAINMENT AREA Pre-cleaning,
HEPA vacuum and wet wipe,
Protect carpeted orea, 2 layers 6 mil poly
Separation
barrier,
0310
12' high
0320
16' high
2" x 4"
@
1
6",
1
0450
Waste decontam. chamber, 2" x 4" studs
0500
Cover surfaces with polyethylene sheeting Including glue
0550
floors,
plywood ea. side, 8' high
@ @
Personnel decontam. chamber, 2" x 4"
A-9
surfaces
f
on 3/4" plywood
/2"
0400
0501
flat
1
6",
1
3/4"
6",
2 Carp
ply ea. side
3/4"
ply ea. side
12000
.005
1000
.064
400
.040
320
.050
200
.080
2.25
3.67
5.92
8.15
280
.057
4.25
2.62
6.87
8.70
360
.044
4.25
2.04
6.29
7.80
.27
.29
.45
3.28
5.28
7.30
3.25
1.83
5.08
6.40
3.25
2.29
5.54
7.10
.02
S.F.
2
and tape
8000
.008
.04
.41
.45
.69
0551
4 mil
9000
.007
.03
.36
.39
.60
0560
Walls, each layer, 6 mil
6000
.011
.04
.55
.59
.90
0561
4 mil
7000
.009
.03
.47
.50
.76
each
A-9
6 mil
layer,
0570
For heights above 12', add
0575
For heights above 20', add
0580
For
0590 0600
fire
20%
30% 100%
retardant poly, add
10%
For large open areas, deduct
Seal floor penetrations with
0610
36
sq. in. to
72
0615
72
sq. in. to
144
0620
S.F.
Wall penetrations, to
foam
firestop to
sq. in.
2 Carp
sq. in. sq. in.
36 square
0630
36
sq. in. to
72
0640
72
sq. in. to
144
inches
sq. in.
sq. in.
0800
Caulk seams with latex
0900
Set up neg.
0950
Set up and remove portoble shower unit
air
36
machine, l-2k
CFM/25
M.C.F. volume
200
.080
125
20%
9.25
3.67
12.92
15.85
.128
18.50
5.85
24.35
29.50
37
9.15
46.15
55
4.08
13.33
16.50
7.35
25.85
32
12.25
49.25
60
Eo.
80
.200
180
.089
100
.160
18.50
60
.267
37
1
Carp
230
.035
1
Ashe
4.30
1.860
4
4
9.25
1r IF. Ea.
.17
1.59
1.76
95
148
205
205
320
t
2 Asbe
2.65
95
41
1
02 82 Asbestos Remediation 02 82 13 - Asbestos Abatement
|
02 82 13.43 Bulk Asbestos Removal 0010
Crew
Daily
Labor-
Output
Hours
2014 Bare
Total
Costs
Equipment
Labor
Material
Unit
Total
IncI
O&P
BULK ASBESTOS REMOVAL
:
T
>
0020
Includes disposable tools and 2 suits and
0100
Beams,
W
1
respirator filter/day/worker
10x19
235
.272
0110
W12X.22
210
0120
W14x26
180
0130
W16x31
0140
1.23
13.95
15.18
23
.305
1.38
15.60
16.98
26
.356
1.61
18.20
19.81
30.50
160
.400
1.81
20.50
22.31
34
W18x40
140
.457
2.06
23.50
25.56
39
0150
W 24x55
no
.582
2.63
30
32.63
49.50
0160
W 30x108
85
.753
3.40
38.50
41.90
63.50
4.01
45.50
49.51
75.50
.67
6.85
7.52
11.40
i
50%
^
.56
6.30
10.40
:
A-9
L
F.
,
‘
'
j
0170 0200 0210 0300 0310
W 36x150
72
.889
480
.133
S.F.
A-9
520
.123
S.F.
A-lOB
440
.073
S.F.
.33
3.73
4.06
6.15
A-9
56
1.143
Ea.
5.15
58.50
63.65
96.50
48
1.333
6
68.50
74.50
113
40
1.600
7.25
82
89.25
136
Boiler insulotion
With metal
%
odd
lath,
Boiler breeching or flue insulation
50% 6.86
%
For active boiler, odd
100%
100%
'
'
0400
Duct or
0500
Duct vibration isolation
AHU
insulation joints,
up to 24
0520
25
sq.
to
48
sq. in. duct
0530
49
sq. in. to
76
sq. in. duct
0600
in.
Pipe insulation,
air cell
type, up to
sq. in. duct
4" diameter pipe
900
.071
.32
3.64
3.96
6
800
.080
.36
4.10
4.46
6.80
L
F.
.
'
'
4"
0610
8" diameter pipe
to
0"
to
1
2" diameter pipe
700
.091
.41
4.68
5.09
7.75
4"
to
1
6" diameter pipe
550
.116
.53
5.95
6.48
9.85
1
650
.098
S.F.
.44
5.05
5.49
8.35
i
200
.320
L
F.
8.95
16.40
25.35
35.50
320
.200
Ea.
.90
10.25
11.15
16.95
304
.211
.95
10.80
11.75
17.85
0620
1
0630
1
0650
Over
1
0700
1
6" diameter pipe
With glove bag up to 3" diameter pipe
i
1000
Pipe fitting insulation up to
4" diameter pipe
1
6"
1100 1110
1
8" diameter pipe
to
0"
to
1
2" diameter pipe
192
.333
1.51
17.05
18.56
28
1
6" diameter pipe
128
.500
2.26
25.50
27.76
42.50
176
.364
S.F.
1.64
18.60
20.24
31
75
1
i
1120
1
1130
4"
to
Over
1
6" diameter pipe 8" diameter pipe
1200
With glove bag, up to
2000
Scrape foam fireproofing from
2100 3000
3100
flat surface
Irregular surfaces
Remove
cementitious material from
flat
surface
Irregular surface
75
.853
L. F.
6.15
43.50
49.65
2400
.027
S.F.
.12
1.37
1.49
1200
.053
.24
2.73
2.97
4.51
1800
.036
.16
1.82
1.98
3.01
1000
.064
.21
3.28
3.49
5.35
.020
.09
1.02
1.11
1.69
.027
.12
1.37
1.49
2.26
.06
.68
.75
1.14
4000
Scrape acoustical coating/fireproofing, from ceiling
3200
5000
Remove VAT and
2400
mastic from floor by hand
2.26
.
5100
A-11
By machine
4800
.013
r
.01
%
5150
For 2 layers, add
6000
Remove contaminoted
soil
from crawl space by hand
A-9
400
.160
A-12
700
.091
50%
C.F.
.72
8.20
.41
4.68
50%
8.92
13.55
6.19
8.95
/f
6100
With large production vacuum loader
1.10
7000
Radiator backing, not including radiotor removal
A-9
1200
.053
.24
2.73
2.97
4.51
8000
Cement-asbestos transite board and cement wall board
2 Asbe
1000
.016
.17
.82
.99
1.46
8100
Transite shingle siding
A-lOB /t
8200 8250
Shingle roofing Built-up,
8260
Bituminous flashing
8300
Asbestos millboard,
9000
1
flat
For type B (supplied
board and VAT contaminated plywood
air) respirator
02 82 13.44 Demol ition 0010
DEMOLITION
B-2
no gravel, non-friable
IN
In
Rofc
2 Asbe
S.F.
750
.043
.28
2.19
2.47
3.71
2000
.016
.08
.82
.90
1.37
1400
.029
.08
1.06
1.14
1.72
300
.027
.08
1.04
1.12
1.87
1000
.016
.08
.82
.90
10%
%
equipment, add
1.36
10%
Asbestos Contaminated Area
ASBESTOS CONTAMINATED AREA !
0200 0210
Ceiling, including
suspension system, plaster and loth
Finished plaster, leoving wire loth
A-9
2100
.030
585
.109
!
i
S.F.
1 1
42
.141
1.56!
1.70
2.58
.49
5.60
6.09
9.25
1 t
i
1
02 82 Asbestos Remediation [
02 82 13 - Asbestos Abatement 02 82 13.44 Demolition
Asbestos Contaminated Area
In
0220
Suspended
0230
Concealed
tile
0240
Metal pan
grid
0250
Gypsum board
0260
Lighting fixtures up to 2' x 4'
0400
acoustical
A-9
3500
.018
S.F.
.08
.94
1.02
1.55
3000
.021
.10
1.09
1.19
1.81
t
and studs
Plaster, lath,
2014 Bare Material
Total
Casts
Equipment
Labor
Total
O&P
IncI
1500
.043
.19
2.19
2.38
3.61
2500
.026
.12
1.31
1.43
2.17
72
.889
Ea.
4.01
45.50
49.51
75.50
A-9 n
studs
690
.093
S.F.
1.02
4.75
5.77
8.50
1390
.046
.21
2.36
2.57
3.90
ff
%
For type B (supplied air) respirator equipment, odd
02 8213.45
10%
10%
OSHA Testing
OSHA TESTING
0100
Certified technician,
0110
Maximum
0120
Industrial hygienist,
0130
Maximum
minimum
Day
minimum
Asbestos sampling and
PCM
analysis,
NIOSH 7400, minimum
1
Asbe
Maximum
0210 1000
Unit
non load bearing
Partitions,
Gypsum board and
0200
Naurs
system
0450
0010
Labor-
Output
system
grid
0410
9000
tile
Daily
Crew
Cleaned area samples
PCM
1100
air
sample analysis, NIOSH 7400, minimum
Maximum
1110
TEM
1200
air
8 4 8
220
300
330
250
250
400
440
2.90
51
53.90
2
3.20
102
105.20
1
2.75
51
53.75
1
8
1
4
2
Ea.
31
105.35
102
sample analysis, NIOSH 7402, minimum
82.50
163 82.50
114
82
51
3.35
Maximum
1210
200
163
80
106
360
450
02 82 13.46 Decontamination of Asbestos Containment Area 0010 0100
DECONTAMINATION OF ASBESTOS CONTAINMENT AREA Spray exposed substrate with surfactant (bridging)
0200
Flat surfaces
0250
Irregular surfaces
0300
Pipes,
A-9
beams, and columns
1000
Spray encapsulate polyethylene sheeting
1100
Roll
1500
Bag polyethylene sheeting
2000
Fine clean exposed substrate, with nylon brush
6000
.011
4000
.016
2000
.032
8000
.008
8000
.008
S.E.
L
F.
S.E.
.35
.55
.90
1.24
.30
.82
1.12
1.61
.55
1.64
2.19
3.16
.41
.74
.41
.41
.64
8.20
8.99
13.60
1.37
1.37
2.13
.68
.68
1.06
.51
.51
.80
1.17
1.17
1.82
.78
.78
1.21
.33
1
f
down
polyethylene sheeting
2500
Wet wipe
2600
Vacuum
3000
surfaces, fine brush
.160
Ea.
.027
S.E.
4800
.013
6400
.010
2800
.023
4200
.015
.79
Structural demolition
3100
Wood
3500
Window
3600
substrate
400
2400
A-9
stud walls
window replacement
manifolds, not inch
2000
.032
A-lOA
8
3
3 Asbe
12
2
Plywood carpet protection
4000
Remove custom decontamination
4100
Remove
5000
HEPA vacuum, shampoo
9000
Final cleaning of protected surfaces
facility
S.F.
1.64 Ea.
1.64
154
169.10
257
12.80
102
114.80
173
t
portable decontamination facility
carpeting
A-9
4800
.013
A-lOA
8000
.003
S.F.
2.55
15.10
.07
.68
.75
1.14
.15
.15
.24
9.85
14.55
5.44
7.70 7.10
t
02 82 13.47 Asbestos Waste Pkg., Handling, and Disp. 0010 0100 0200
ASBESTOS WASTE PACKAGING, HANDLING, AND DISPOSAL Collect
and bag bulk material, 3
Large production
vacuum
C.F.
1000
Double bag and decontaminate
2000
Containerize bagged material
3000
Cart bags
5000
Disposal charges, not including houl,
5020 9000
bags, by hand
loader
in
drums, per 3
C.F.
400
.160
1.65
8.20
880
.073
.84
3.72
A-9
960
.067
1.65
3.41
5.06
800
.080
17.85
4.10
21.95
2 Asbe
400
.040
2.05
2.05
drum
50 'to dumpster
minimum
Ea.
C.Y.
.88
26 3.18
61
67
355
395
t
Maximum For type B (supplied
A-9
A-12
air) respirator
equipment, add
%
10%
10%
43
02 82 Asbestos Remediation 02 82 13 - Asbestos Abatement 02 82 13.48 Asbestos Encapsulation Wit h Sealants 0010 0100 0110 0200 0210 0300 0310
Crew
Daily
Labor-
O utput
H o urs
2014 Bare Unit
Material
Total
Costs
Equipment
Lobor
Total
i
ASBESTOS ENCAPSULATION WITH SEALANTS Ceilings
and walls, minimum
A-9
Columns and beams, minimum
Maximum 12" diameter
including minor repairs,
O&P
minimum
21000
.003
.30
.16
.46:
.57-
10600
.006
.44
.31
.75'
.96
13300
.005
.30
.25
.55;
5325
.012
.50
.62
1.12^
1.51
800
.080
.42
4.10
4.52
6.85
1.10
8.20
9.30!
S.F.
IF.
Maximum
400
r
.160
13.95
PUNS AND METHODS
LEAD PAINT REMEDIATION
Building Survey-Commercial Building
0200
Lead Abatement Remediation Plan
0300
Lend Paint Testing, AAS Analysis
0400
Lead Paint Testing, X-Ray Fluorescence
51
Eo.
2,050
2,250
1,225
1,350
51
56 56 !
02 83 19.23 Encapsulation of Lead-Based Paint
0020
ENCAPSULATION OF LEAD-BASED PAINT Interior,
brushwork, trim, under 6"
0030
6"
0040
Balustrades
0050
IPord
12" wide
240
.033
L. F.
2.25
1.32
3.57
4.46
180
.044
3
1.76
4.76
5.95
300
.027
1.80
1.05
2.85
3.57
Pipe to 4" diameter
500
.016
1.10
.63
1.73
2.16
0060
To 8" diameter
375
.021
1.45
.84
2.29
2.87
0070
To
0080
To
0090
to
1
2" diometer
250
.032
2.15
1.27
3.42
4.27
1
6" diameter
170
.047
3.20
1.86
5.06
6.30
200
.040
2.75
1.58
4.33
5.40
1.27
3.47
4.32
Cabinets, ornate design
7 S.E. /f
0100
Simple design
0120
Flush
0130
French,
0140
Panel
0150
Louvered
0160
Windows, per
0170
1
0180
7 to
0190
1
0200
2
frame
incl.
1
10-15
.
1
Grilles,
0220
Walls,
IPord
lite
lite
vents roller,
drywoll or plaster
0230
With spunbonded reinforcing
0240
Wood
0250
fabric
Ceilings, roller, drywoll or plaster
:
Wood
0260
0280
^
Exterior,
6
1.333
3
2.667
Ea.
27.50 5.55
52.50
110.55
0300 0310
0320 0330
44
165
4
2
33.50
79
112.50
156
2.75
2.909
30.50
115
145.50
207
14
.571
41.50
55
7.50 5.75 8
1
r
;
brushwork, gutters and downspouts
:
Columns
:
19
22.50
1.067
21
42
63
1.391
28.50
55
83.50
67.50
39.50
275
.029
1000
.008
Ea.
r
'(
S.F.
.55
Spray, siding
r
.
134
107
3.93
.32
.87
1.09 1.34
1.15
2
87
114
3.15
720
.011
.62
.44
1.06
800
.010
.68
.40
1.08
1.35
900
.009
.62
.35
.97
1.21
700
.011
.76
.45
1.21
1.52
300
.027
L
F.
1.80
1.05
2.85
3.57
400
.020
S.F.
1.35
.79
2.14
2.68
.91
.53
1.44
1.79
r
f
0290
no
80
105
5 S.F.
lite
0
P ord
lite
interior side, per
2.20
.032
trim
Radiators
0210
0270
&
1
to 6
250
1y
Doors, 3' X 7', both sides,
0110
’
ft
0 1 00
0010
;
'
02 83 19.21 Lead Paint Remediation Plans and Methods 001 0
^
j
!
Maximum
Pipes to
IncI
600
.013
500
.016
L
F.
1.10
.63
1.73
2.16
500
.016
S.F.
1.10
.63
1.73
2.16
500
.016
1.10
.63
1.73
2.16
Miscellaneous Electrical conduit,
brushwork, to 2" diameter
1
Pord
Brick, block or concrete, spray
2" Steel, flat surfaces
and tanks
to
1
L
1
’
02 83 Lead Remediation 1
02 83 19 - Lead-Based Paint Remediation 02 83 19.23 Encapsulation of Lead-Based Paint
Crew
Beams, brushwork
0340 0350
1
Pord
Trusses
Doily
Lobor-
Output
Hours
Unit
400
.020
S.F.
400
.020
64
.125
32
.250
2014 Bare Material
Total
Costs
Equipment
Labor
Total
O&P
IncI
1.35
.79
2.14
2.68
1.35
.79
2.14
2.68
02 83 19.26 Removal of Lead-Based Paint 'oolo
REMOVAL OF LEAD-BASED PAINT
0011
By chemicals, per application
0050
Baseboard, to 6" wide
0070
To
r0283 1 9 60
1
Pord
2" wide
1
.71
4.94
5.65
8.25
1.37
9.90
11.27
16.40
L. F.
0200
Bolustrades, one side
28
.286
1.42
11.30
12.72
18.55
1400
Cabinets, simple design
32
.250
1.28
9.90
11.18
16.30
1420
Ornate design
25
.320
1.55
12.65
14.20
21
1600
Cornice, simple design
60
.133
1.47
5.25
6.72
1620
Ornate design
20
.400
5.25
15.80
21.05
S.F.
9.55
30
84
.095
1.84
3.77
5.61
7.65
2820
Two panel
80
.100
1.28
3.96
5.24
7.35
2840
Four panel
45
.178
1.37
7.05
8.42
12.10
64
.125
L. F.
.70
4.94
5.64
8.20
30
.267
S.F.
1.28
10.55
11.83
17.25
10.55
11.85
17.30
2800
2880 3000 3200
3220
Doors, one side, flush
one
For trim,
side,
odd
Fence, picket, one side
one
Grilles,
side, simple design
Ornate design
3240
Handrails
4400
Pipes, to
4420
12.65
14.05
20.50
1.30
3.52
4.82
6.75
1.84
3.52
5.36
7.30
To 8" diameter
50
.160
3.68
6.35
10.03
13.55
8.80
14.30
19.25
To
1
6" diometer
6200
1.40
.089
4460
36
.222
20
.400
7.35
15.80
23.15
32
40
.200
Ea.
2.44
7.90
10.34
14.60
90
.089
S.E.
1.22
3.52
4.74
6.65
55
.145
SF Face
4
2
Ea.
high
3
2.667
30.50
105
open
Windows, one
side only, double hung,
1
/I
light,
24"
x
48"
high
1.92
23
5.75
79
7.67
10.75
102
144
135.50
193
6220
30"
6240
36"x72"
high
2.50
3.200
36.50
127
163.50
230
6280
40"
80"
high
2
4
45.50
158
203.50
288
6400
Colonial
X
X
60"
L.
5.50
For hangers, add
Trusses,
.320 .089
1
5000
25
90
To
Siding
.267
90
4440
4800
30
1.30
4" diameter
2" diameter
4500
1r
6420
30"
60"
6440
36"x 72"
6480
40"
6600
8/8
6800
1
6840 7000 8000
2/1 2
2
4
45.50
158
203.50
288
high
5.333
61
211
272
380
high
1
8
91
315
406
575
X
X
light,
80"
high
24"
x
80"
high
light,
40"
6820
X
light,
40"
6620
X
24"
80"
Window frame &
24" x 48"
1.50
window, 6/6
48"
X
high
high
48"
high
high
;
trim items, included
Hand scraping and HEPA vacuum,
less
in
than 4
pricing
S.F.
and bag bulk material, 3
C.F.
bags, by hand
8
91
315
406
575
4
45.50
158
203.50
288
1
8
91
315
406
575
1
8
91
315
406
575
.75
10.667
122
420
542
770
8
1
f
above 1
Pord
n Collect
1
2
Ea.
1.65
39.50
41.15
61.50
1.65
10.55
12.20
17.65
/t
30
.267
45
1
02 85 Mold Remediation 02 85 16 - Mold Remediation Preparation and Containment 02 85 16.40 Mold Remediation Plans and Methods 0010 MOLD REMEDIATION PLANS AND METHODS 0020 0030 0032 0040
Initial
inspection, areas to
Areas to
5000
Areas to
10000
0060
Tape sample
0070
Post remediation
0080
Mold abatement
0090
Areas to
5000
Areas to
1
0110
Packup
&
Labor-
Hours
2014 Bare Unit
S.F.
Total
oir test
2500
S.F.
S.F.
0000
Total
IncI
O&P
r'""
S.F.
plan, area to
Total
Costs
Equipment
Labor
Material
sample each
Testing, air
Swab sample
0100
Daily
Output
S.F.
0050
0095
2500
Crew
S.F.
removal of contents, average 3 bedroom home, excl storage
Average 5 bedroom home, excl storage
268
295
440
485
440
485
126
139
115
127
125
140
126
139
1,225
1,325
1,625
1,775
2,550
2,800
8,150
8,975
15,300
16,800
1
0600
For demolition in
0610
For personal protection equipment, see Section
mold contaminated areas, see Section 02 85 33.50
i
02 82 13.41
1 1
i
02 85 16.50 Preparation of Mold Containment Area 00] 0
PREPARATION OF MOLD CONTAINMENT AREA
0100
Pre-cleaning,
0300
Separation
HEPA vacuum ond wet wipe,
barrier,
2" x 4"
@
1
6",
1
flat
A-9
12000
.005
2 Carp
400
.040
surfaces
/2" plywood
ea. side, 8' high
.27
.29
.45
3.25
1.83
5.08
6.40
.02
S.F.
0310
12' high
320
.050
3.25
2.29
5.54
7.10
0320
16' high
200
.080
2.25
3.67
5.92
8.15
280
.057
4.25
2.62
6.87
8.70
360
.044
4.25
2.04
6.29
7.80
8000
.008
.04
.41
.45
.69
9000
.007
.03
.36
.39
.60
6000
.011
.04
.55
.59
.90
7000
.009
.03
.47
.50
.76
3.67
12.92
15.85
@ 3/4" @ 16", 3/4"
0400
Personnel decontam. chamber, 2" x 4"
0450
Waste decontam. chamber, 2" x 4" studs
0500
Cover surfoces with polyethylene sheeting
0501
Including glue
0550
Floors,
0551
0560
each
ply
each side
6 mil
layer,
A-9
Walls, each layeq 6 mil
4 mil
JL
For heights above 12', add
0575
For heights above 20', odd
0580
For
'I
S.F.
--
20% 30% 100%
retardant poly, add
fire
10%
For large open areas, deduct
Seal floor penetrotions with
0610
36
sq. in. to
72
0615
72
sq. in. to
144
0620
ply ea. side
and tape
0570
0600
6",
4 mil
0561
0590
1
Wall penetrotions, to
foam
firestop to
36
sq.
in.
sq. in.
sq. in.
36 square
0630
36
sq. in. to
72
0640
72
sq. in. to
144
0800
Caulk seams
0900
Set up neg.
inches
sq. in.
CFM/25
machine, l-2k
M.C.F. volume
20%
:
200
.080
125
.128
18.50
5.85:
24.35
29.50
80
.200
37
9.15'
46.15
55
180
.089
9.25
4.08
13.33
16.50
100
.160
18.50
7.35
25.85
32
12.25
49.25
60
1.59
1.76
Ea.
9.25
37
60
.267
1
Carp
230
.035
L.E.
1
Asbe
4.30
1.860
Ea.
sq. in.
with latex caulk
air
2 Carp
.17
95
95
2.65
148
j
02 85 33 - Removal and Disposal of Materials with Mold 02 85 33.50 Demolition OOl 0
0200
DEMOLITION
IN
in
Mold Contaminated Area
MOLD CONTAMINATED AREA
Ceiling, including
suspension system, plaster and lath
A-9
2100
.030
S.F.
.14
1.56
1.70
2.581 9.25?
585
.109
.49
5.60
6.09
3500
.018
.08
.94
1.02
1.55]|
3000
.021
.10
1.09
1.19
1.81^
1500
.043
.19
2.19
2.38
3.6lJ
Gypsum board
2500
.026
.12
1.31
1.43
2.I7I
0255
Plywood
2500
.026
, -
.12
1.31
1.43
2.17
0260
Lighting fixtures up to 2' x 4'
72
.889
Ea.
4.01
45.50
49.51
0210
Finished plaster, leaving wire lath
0220
Suspended
0230
Concealed
tile grid
0240
Metal pan
grid
0250
46
acoustical
tile
system
system
1r
'
75 5 .
^
02 85 Mold Remediation 02 85 33 - Removal and Disposal of Materials with Mold 02 85 33.50 Demolition 0400
Partitions,
Crew
0465
Carpet
0600
Pipe insulation,
Unit
S.F.
.093 .046
1390
.046
900
.071
800
2" diameter pipe
16" diameter pipe
and studs
A-9
studs
& pad
4"
type, up to
air cell
4" diameter pipe
8" diameter pipe
to
0"
to
0630
14"
to
0650
Over
1
1
Hours
690
Gypsum board and
0620
Labor-
1390
Plaster, lath,
0450
0610
Daily
Output
2014 Bore Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
non load bearing
0410
9000
Mold Contaminated Area
in
1
6" diameter pipe
1.02
4.75
5.77
8.50
.21
2.36
2.57
3.90
.21
2.36
2.57
3.90
.32
3.64
3.96
6
.080
.36
4.10
4.46
6.80
700
.091
.41
4.68
5.09
7.75
550
.116
.53
5.95
6.48
9.85
650
.098
.44
5.05
L.F.
S.F.
%
For type B (supplied air) respirator equipment, add
5.49
8.35
10%
10%
11.85
11.85
18.30
11.85
11.85
18.30
42
42
46
37
37
41
35.50
35.50
39
02 91 Chemical Sampling, Testing and Analysis 02 91 10 ~ Monitoring^ Sampling^ Testing and Analysis 02 91 10.10 Monitoring, Chemical Sampling, Testing and Analysis 0010 0015
0100
MONITORING, CHEMICAL SAMPLING, TESTING AND ANALYSIS Field
Sampling of waste Field
0110 0200
Contominated Viols
and
"
soils
32
oz. clear wide
0220
32
oz. Boston round bottle (case of
0230
32
oz.
0310 0312
32
.250
Eo. r
32
.250
bottles
0210
0300
ISkwk
samples, sample collection, sludge
HOPE
mouth
iar
(case of
bottle (cose of
1
1
2)
Fa.
2)
12)
Laboratory analytical services Laboratory testing 1
3 metals
-i-
1
3 metals
Fa.
mercury
182
182
200
215
215
237
156
156
172
41
41
45
42
42
46
42
42
46
87
87
95.50
0314
8 metals
0316
Mercury only
0318
Single metal (only Cs,
0320
Single metal (excludes Hg, Cs,
0400
Hydrocorbons standard
0410
Hydrocarbons fingerprint
157
157
173
0500
Radioactivity gross alpha
150
150
165 165
Sr, Ta)
Li,
Li,
Sr, Ta)
0510
Gross alpha
150
150
0520
Radium 226
85
85
0530
Radium 228
125
125
138
0540
Radon
144
144
158
0550
Uranium
88
88
97
153
153
168
175
175
193
&
beta
GC/MS
93.50
0600
Volatile orgonics without
0610
Volatile organics including
0630
Synthetic organic
1,000
1,000
1,100
0640
Herbicides
210
210
231
0650
Pesticides
148
148
162
0660
PCB's
135
135
149
GC/MS
compounds
47
Division
Notes DAILY
1
48
BARE COSTS
LABOR-
CREW OUTPUT HOURS
UNIT
MAT.
LABOR
EOUIP.
TOTAL TOTAL
INCLO&P
% •
Estimating Tips General •
Carefully check
all
the plans
and specifications. Concrete often appears on drawings other than structural drawings, including mechanical and electrical
drawings for
equipment pads. The cost of cutting and patching is often difficult to estimate.
•
Concrete accessories for forming and placing depend
•
consider each of the following
ensure that
forms, reinforcing steel,
major components individually:
accessory
all special
requirements have been
ready-mix concrete, placement
included in the cost estimate,
of the concrete,
such as anchor and hangers.
the top surface. For faster
bolts, inserts,
all
be used; here, various items of
necessary
concrete
19.16 for Cutout Demolition,
03 20 00 Concrete Reinforcing
Subdivision 03 05 05.10 for
•
are presented
has included
all
accessories, cutting, bending,
and an allowance for lapping, splicing, and waste. A good rule
Always obtain concrete prices
of
from suppliers near the job site. A volume discount can often
and waste. Also, 10% waste should be allowed for welded wire fabric.
is
10%
for lapping,
splicing,
upon
The
03 40 00 Precast Concrete 03 50 00 Cast Decks and •
The
cost of hauling precast
concrete structural
I
members
this reason,
it is
important to
subdivisions for Reinforcing In
supplier.
may become
Place, Glass Fiber Reinforcing,
economically feasible to
and Welded Wire Fabric include
precasting beds on the site
the labor to install accessories
the hauling costs are
such as beam and slab bolsters, high chairs, and bar ties and tie
prohibitive.
Forming and Accessories
wire.
Remember
to
add for waste,
particularly for slabs
footings
on
and
grade.
03 10 00 Concrete
•
A primary
is
forming.
prefabricated forms.
The
suited for the job and the total
square feet of forms required
concrete forming
is
may
cost for
when
Reference numbers are
estimating structural
at the
reference information
concrete, pay particular
Note: Not
efficient
use of the
subdivisions listed
here necessarily appear in this
consideration for climate, hot
publication.
must be included
or cold,
and crew.
your estimate. Be sure to
in
include requirements for
concrete placing equipment,
and concrete
finishing.
of this publication may be reproduced, stored in a retrieval system, or transmitted in any form by any means without prior written permission of RSMeans, a division of Reed Constniction Data.
No pan
all
treatments. Special
concrete placing equipment .
be
alternate pricing method, or
methods, and surface
make
may
an estimating procedure, an technical information.
to
in
some major classifications. These numbers refer to related items in the Reference Section. The
concrete additives, curing
available for erection
shown
beginning of
estimating concrete
must be
or
shaded boxes
and placing are key elements in
Enough forms
up
if
be obtained
attention to requirements for
construction.
set
Reference Numbers
03 30 00 Cast’In-Place Concrete •
It
not
from the Accessories Division.
with
selection of the forms best
for efficient
included; they
Most
jobs today are constructed
The material
these accessories
cost for concrete
construction
unit price items in the
is
often an important factor. For
from the nearest
•
:C
I
Underlayment
get a quote
competition in the area.
J I
Rubbish Handling (handling, loading and hauling of debris).
thumb
3
"A
iu
specifically stated otherwise).
Ascertain that the reinforcing steel supplier
-
i
major components (unless
Subdivision 02 41 19.19 for
be negotiated, depending
work
that include the costs of all five
Concrete Demolition, and
Concrete
of
53.40 for Concrete-In-Place can
Included within costs for
Subdivision 03 81 for Concrete
•
and finishing
'.a
estimating. Subdivision 03 30
bracing and shoring.
Cutting, Subdivision 02 41
must
estimating, the estimator
upon the systems used. Study the plans and specifications to
forms-in-place are
See
For accurate concrete
Division
0
!1
I
03 01 Maintenance of Concrete 03 01 30 - Maintenance of Cast-ln-Place Concrete 03 01 30.62 Concrete Patching 0010 0100 0150 2000
Daily
Labor-
Crew
Output
Hours
Unit
ICefi
170
.047
S
2014 Bore Material
Total
Costs
Equipment
Labor
InclO&P
Total
CONCRETE PATCHING Floors,
1/4"
thick, small areas, regular grout
F.
rr
Epoxy grout Walls, including chipping, cleaning and
2100
1
/4" deep
2150
1
/2" deep
2200
3/4" deep
1.42
2.07
3.49
4.621
7.80
3.52
11.32
13.75-
t
100
.080
65
.123
50
.160'
40
.200
epoxy grout 1
Cefi 1
i
S
F.
r
7.20
5.40
12.60
15.90-
14.40
7.05
21.45
26.50
21.50
8.80
30.30
37
03 05 Common Work Results for Concrete
I
03 05 05 - Selective Concrete Demolition 1
03 05 05.10 Selective Demolition, Concrete .
0010
SELECTIVE DEMOLITION, CONCRETE
0012
Excludes
0050
Break into small pieces,
0060 0070
saw
1%
Reinforcing
Remove whole
0160
2-5
0170
5-10
0180
10-
2%
to
1%
than
reinf. less
1
9
1
..
of cross-sectional area
B-9
of cross-sectional area
more than
Reinforcing
0150
0250
r0241
cutting, torch cutting, loading or hauling
2%
of cross-sectional area
pieces, up to 2 tons per piece
E-18
tons per piece tons per piece
15 tons per piece
embedded
1r
24
1.667
16
2.500
8
5
36
1.111
30
62
C. Y.
92.50
185
r
9.75
71.75
106
14.60
107.10
159
29
214
320
56.50
26.50
83
127
1.333
68
32
100
152
24
1.667
85
40
125
190
18
2.222
113
53.50
166.50
254
Ea.
16
1
41.50
41.50
63
0260
1
-
2
C.F.
12
1.333
55
55
84
0270
2
-
5 C.F.
10
1.600
66
66
101
0280
5
-10
8
2
82.50
82.50
126
Precast unit
in
masonry, up
to
1
0-1
C.F.
C.F.
1f
r
;
i
1
s
;
.
;
: 1*
0990
For hydrodemolition see Section
02 41 13.15 r
03 05 13 - Basic Concrete Materials
1
03 05 13.20 Concrete Admixtures and Surface Treatments 0010 0040
?
CONCRETE ADMIXTURES AND SURFACE TREATMENTS Abrasives,
1
aluminum oxide, over 20 tons
0050
1
0070
Under
to
20
Lb.
tons
1.82
1.82
2
1.95
1.95
2.14
2.03
2.03
2.23
2.78
2.78
3.06
r
2.96
2.96
3.25
I
;
! ^
0100 0110 0120
Silicon carbide, black, over
1
to
20
Under
0200
Air entraining
0220
5 gallon
0300
•
ton
1
20
tons
tons ton
1
f
agent, .7 to 1.5 oz. per bag,
55
gallon
drum
G(]l.
pail
Bonding agent,
250
acrylic latex,
S.F. per gallon, 5 gallon pail
I
3.08
3.08
3.39
13.35
13.35
14.65
18.35
18.35
20
22
22
24.50
[
0320
0400
Epoxy
resin,
80
Calcium chloride,
4 gallon case
S.F. per gallon,
50
bags, TL lots
lb.
.
r
61.50
61.50
770
Ton
1
67.50
845
770
11
1
0420 0500
Bag
Less than truckload lots
Carbon black,
liquid,
2 to 8
lb.
per bag of
cement
Lb.
25.50
23.50
23.50
^
9.55
8.65
8.65!
2.40
2.40'
2.64
3.25
3.58
:
1
0600
Colored pigments, integral, 2 to 10
lb.
per bag of cement, subtle colors
0610
Standard colors
3.25
0620
Premium
5.40
5.40
6.20
6.20
colors
ik
I
5.95
i
1 i
0920
Dustproofing compound,
250
'
6al.
S.F./gal., 5 gallon pail
^
6.80
!
| '
1010
Epoxy based,
1
25
/f
1
53
S.F./gal., 5 gallon pail
58
53
:
I
j
1100 1200
Hardeners, metallic, 55
lb.
Lb.
bags, natural (grey)
.66
.73-.
.66
I
j
2.17^
-
Colors
2.17
i
2.38
]
^
1300 1320
Non-metallic,
55
i
lb.
bags, natural grey
Colors .
^
.41
:
.90;
.45
.41
.99
.90
:
i
.
50
Common Work Results for ConcretiZ
03 05 1
'M
03 05 13 - Basic Concrete Materials 03 05 13.20 Concrete Admixtures and Surface Treatments 1
550
1
570
For forms, 5 gallon pail
1
590
Concrete release agent for forms,
Release agent, for
1595 1
600
1
620
1
630
1
640
55
660
1
900
Hours
00“/ biodegradeoble, zero VOC, 5 gal
1
20l4Bare Unit
Material
pail
drum unit
unit
250
Sealer, solvent-based,
S.F./gal.,
55
drum
gallon
5 gallon pail
1650 1
Labor-
Gal.
and dustproofer, epoxy-based, 125 S.F./gal., 5 gallon
3 gallon
Daily
Output
slabs, 5 gallon pail
tilt
gallon
Sealer, hardener
Crew
350
Sealer, water based,
5 gallon
S.F./gal.,
Waterproofing, integral
Powdered
2100
3000
gollon pail
1
per bag of cement
lb.
1
40
metallic,
Premium
2120
100
per
lb.
S.F.,
Lb.
standard colors
colors
1
2500
For integral colored pigments,
3100
drum
gallon
poll
100
Set retarder,
2000
55
S.F.,
psi (5
9.4
3400
Premium
3500
7.5
3700
Ultra
3800 6000
colors,
1
.8 lb. per bag,
1
6010
13.35
13.35
14.70
1
9.20
19.20
21
1
5.75
15.75
17.35
53
58
58
58
64
23.50
23.50
25.50
29.50
29.50
32.50
22
22
24.50
25
25
27.50
22
22
24
2.02
2.02
2.22
2.40
2.40
2.64
3.36
3.36
3.70
21.50
21.50
113 29.50
22
122 48.50
203
203
mixed
Recycled blast furnace slag,
17.80
53
48.50
add
per bag, add
Concrete ready mix additives, recycled coal
O&P
Ind
16.20
29.50
add
per bag, add
lb.
Totol
16.20
113
colors, 1.8 lb. per bag,
lb.
premium 7.5
C.Y.
per bag, add
lb.
Totol
Costs
Equipment
bag mix)
Standard colors, 1.81b. per bag, add
3200
Labor
fly
ash, mixed ot plant
Ton
at plant
24 124
32 134 53.50
223
57
57
62.50
87.50
87.50
96.50
23.50
23.50
26
26.50
26.50
29
21
21
23
17.40
17.40
19.15
17.40
17.40
19.15
16.85
16.85
18.50
26.50
26.50
29
26
26
28.50
,
03 05 13.25 Aggregate 0010 0100
0150 0250
AGGREGATE
R0331 05-20
Lightweight vermiculite or perlite, 4
&
®
Bag
R0331 05-40
stone, loaded at
Sand, washed,
pit,
crushed bank gravel
for concrete
Ton
rq33 1 05-50
For plaster or brick
3/4"toM/2"
0450
Stone,
0470
Round,
0500
3/8"
0850
lots
L-C.L.Iots
Sand
0400
0600
bag, C.L.
/
0350
0550
C.F.
stone
river
roofing stone
For trucking
1
& /2" 1
0-mile round
trip,
pea stone
odd
to the
above
B-34B n
For trucking 30-mile round
Send
0950
&
stone, loaded at
Sand, washed,
1000
pit,
trip,
add
to the
above
117
.068
72
.111
crushed bank gravel
C.Y.
for concrete
For plaster or brick
1050
Stone,
3/4"
1055
Round,
river
1100
3/8"
to
1-1/2"
stone
roofing stone
& /2" pea 1
stone
1150
For trucking 10-mile round
trip,
add
to the
above
1200
For trucking 30-mile round
trip,
add
to the
above
B-34B
2.57
5.90
4.17
9.60
8.47
10.40
13.77
16.95
29.50
29.50
32.50
24
24
26.50
24
24
26.50
32
32
35.50
36
36
39.50
24
24
26
78
.103
3.85
8.85
12.70
15.65
48
.167
6.25
14.40
20.65
25.50
33
33
36.50
12.30
12.30
13.55
8.25
8.25
9.10
tf
1310
Onyx
1330
Quartz chips, 50
1410
White marble,
1430
chips,
50
lb.
bags
Cwt.
bags
lb.
3/8"
to
1
/2", 50
lb.
bags
r
3/4", bulk
Ton
-
117
117
129
03 05 1330 Cement 0010 0240
CEMENT
R033105-20
Portland, Type I/ll, TL lots,
94
lb.
bags
Bag
9.65
9.65
10.65
10.70
10.70
11.80
8.30
8.30
9.10
;
0250
LTL/LCLIots
0300
Trucked
in
bulk, per Cwt.
R033 105-30
!
Cwt.
51
03 05 Common Work Results for Concret(Z
:
1
03 05 13 - Basic Concrete Materials
|
03 05 13.30 Cement 0400
Type
0420
III,
high early strength, TL
LT.L
0500
Crew lots,
94
lb.
bags
Daily
Labor-
Output
Hours
2014 Bare Unit
Bag
R0331 05-40
or L.C.L. lots
White, type
III,
high early strength, T.L or C.L.
lots,
bags
R0331 05-50
Material
Labor
Costs
Equipment
'
Total
InclO&P
Total
12.55
12.55
13.80
13.95
13.95
15.35
25
25
27.50
28
28
30.50
23
23
25
24
24
26.50
1
:
,,
i
‘
0520
L.T.L. or L.C.L. lots
0600
White, iype
1,
bags
T.L. or C.L. lots,
i
0620
L.T.L. or L.C.L. lots
03 05 13.80 Waterproofing and Dampproofing 0010 0050
1
WATERPROOFING AND DAMPPROOFING Integral waterproofing,
1
add to cost of regular concrete
C.Y.
12.10
12.10
13.35
03 05 13.85 Winter Protection 0010
i
1 |
WINTER PROTECTION
0012
For heated ready mix, add
0100
Temporary heat
0200
Temporory shelter
0201
Build or
0210
Large framing for long spans
C.Y.
4.50
4.50
4.95 ’
24 hours
to protect concrete, for slab
remove,
2Clab
50
.320
M.S.F.
535
11.75
546.75
605
2 Carp
10
1.600
M.S.F.
284
73.50
357.50
425
3
5.333
625
795
on grade, wood frame/polyethylene sheeting froming for short spans
light
f
245
380
^
? '
0500
Electrically
0600 0710
heated pads,
20 watts Electrically,
1
1
0
volts,
S
5 watts per S.F., buy
1
F.
per S.F., buy
heated pads,
1
5 watts/S.F.,
10.35
10.35
11.35
13.75
13.75
15.10
.52
.52
.57
20 uses
i
5
i
^
03 11 Concrete Forming 03 11 13 - Structural Cast-ln-Place Concrete Forming 03
1 1
0010
13.20 Forms
FORMS
In Place,
IN PLACE,
s;
Beams and Girders
mU] 3 40
BEAMS AND GIRDERS 2" wide,
225
.213
2.98
9.55
12.53
275
.175
1.57
7.80
9.37
13.80
3 use
295
.163
1.19
7.25
8.44
12.50
0650
4 use
310
.155
.97
6.90
7.87
11.70
1000
8" wide,
250
.192
2.69
8.55
11.24
16.20
9.28
13.65
0500
Exterior spandrel, job-built
0550
2 use
0600
1
plywood,
1
use
1
C-2
R031 113-60
1
use
SFCA
18
1050
2 use
275
.175
1.48
7.80
1100
3 use
305
.157
1.07
7.05
8.12
12.05
1150
4 use
315
.152
.88
6.80
7.68
11.45
1500
24" wide,
265
.181
2.47
8.10
10.57
15.20
1550
2 use
290
.166
1.40
7.40
8.80
12.95
1600
3 use
315
.152
.99
6.80
7.79
11.60
1650
4 use
325
.148
.80
6.60
7.40
11.10
300
.160
3.54
7.15
10.69
14.90
2 use
340
.141
1.70
6.30
8
11.60
3 use
364
.132
1.42
5.90
7.32
10.65
2150
4 use
377
.127
1.15
5.70
6.85
10
2500
24" wide,
320
.150
2.52
6.70
9.22
13.10
2550
2 use
365
.132
1.42
5.85
7.27
10.60
1
5.55
6.55
9.70
5.45
6.26
9.25
9.69
13.60
2000
Interior
beom,
1
2050 2100
use
job-built
1
plywood,
1
2" wide,
1
use
use
2600
3 use
385
.125
2650
4 use
395
.122
3000
Encasing steel beam, hung, job-built plywood,
3050
1
use
2 use
.81
325
.148
3.09
6.60
390
.123
1.70
5.50
7.20
10.35 9.30
3100
3 use
415
.116
1.24
5.15
6.39
3150
4 use
430
.112
1
4.98
5.98
8.80
3500 3550
52
Bottoms
only, to
2 use
30" wide,
job-built
plywood,
1
use
230
.209
265
.181
_
3.98
9.30
13.28
18.80
2.24
8.10
10.34
14.95
,
i
.
03 11 Concrete Forming 03 11 13 - Structural Cast-in-Place Concrete Forming 0311 13.20 Forms 3600
3 use
3650
4 use
4000
Beams and Girders
In Place,
1
Sides only, vertical,
36"
high, job-built plywood,
1
Daily
Labor-
Crew
Output
Hours
Unit
C-2
280
.171
SFCA
290 use
2014 Bare Material
Labor
1.59
7.65
.166
1.29
335
.143
5.10
Total
Costs
Equipment
Total
Incl
O&P
9.24
13.55
7.40
8.69
12.80
6.40
11.50
15.45
4050
2 use
405
.119
2.80
5.30
8.10
11.25
4100
3 use
430
.112
2.04
4.98
7.02
9.95
4150
4 use
445
.108
1.65
4.82
6.47
9.25
305
.157
4.92
7.05
11.97
16.25
Sloped sides, 36" high,
4500
1
use
4550
2 use
370
.130
2.74
5.80
8.54
11.95
4600
3 use
405
.119
1.97
5.30
7.27
10.30
4650
4 use
Upstanding beams, 36" high,
5000
1
use
425
.113
1.60
5.05
6.65
9.55
225
.213
6.25
9.55
15.80
21.50
5050
2 use
255
.188
3.47
8.40
11.87
16.75
5100
3 use
275
.175
2.51
7.80
10.31
14.80
5150
4 use
280
.171
2.04
7.65
9.69
14.05
03 11 13»25 Forms 0010 0500
FORMS
In Place,
IN PLACE,
Columns
COLUMNS
R031113-40 2" diameter
160
.200
8.15
8.70
16.85
22.50
150
.213
9.70
9.30
19
25
0600
1
8" diameter
140
.229
10.85
9.95
20.80
27.50
0650
24" diameter
135
.237
13.50
10.30
23.80
31
15.10
10.70
25.80
33
Round
fiberglass, 4 use per
0550
1
6" diameter
mo., rent,
1
c-•1
R031113-60
L. F.
0700
28" diameter
130
.246
0800
30" diameter
125
.256
15.75
11.15
26.90
34.50
0850
36" diameter
120
.267
21
11.60
32.60
41
1500
Round
8" diameter
155
.206
1.66
9
10.66
15.70
1550
10" diameter
155
.206
2.24
9
11.24
16.30
1600
1
2" diameter
150
.213
2.60
9.30
11.90
17.20
1650
1
4" diameter
145
.221
3.77
9.60
13.37
19
1700
1
6" diameter
140
.229
4.52
9.95
14.47
20.50
1720
18" diameter
140
.229
5.30
9.95
15.25
21
1750
20" diameter
135
.237
7.30
10.30
17.60
24
1800
24" diameter
130
.246
9.30
10.70
20
27
1850
30" diameter
125
.256
13.60
11.15
24.75
32
1900
36" diameter
115
.278
17.05
12.10
29.15
37.50
1950
42" diameter
100
.320
42
13.95
55.95
68
2000
48" diameter
85
.376
48.50
16.40
64.90
79
145
.221
17.55
9.60
27.15
34
125
.256
17.90
11.15
29.05
37
105
.305
19.75
13.25
33
42
85
.376
21.50
16.40
37.90
49
70
.457
25
19.90
44.90
57.50
60
.533
26.50
23
49.50
65
50
.640
39.50
28
67.50
86.50
45
.711
48.50
31
79.50
102
16
2200 3000
fiber tube, recycled paper,
steel,
1
Heavy
duty,
15% rent, regular duty,
20" diameter
3200
30" diameter
3250
36" diameter
3300
48" diameter
3350
60" diameter
1
4" diameter
m m m m D m m m
C-1
LF.
For second and succeeding months, deduct Job-built
plywood, 8" x 8" columns,
.194
2.67
8.45
11.12
195
.164
1.53
7.15
8.68
12.75
3 use
210
.152
1.07
6.65
7.72
11.45
4 use
215
.149
.88
6.50
7.38
10.95
180
.178
2.56
7.75
10.31
14.75
2 use
5100
5150 1
50% 165
5050
5500
m m m m m m
6" diameter
24" diameter
5000
m
4 use per mo.,
3150
4500
use,
For seomless type, add
Round,
3050 3100
1
2" X
1
2" columns,
1
1
use
c-1
use
SFCA
5550
2 use
210
.152
1.41
6.65
8.06
11.80
5600
3 use
220
.145
1.02
6.35
7.37
10.90
1?
53
0311 13 -
Structural Cast-In-Place Concrete Forming '
03 11 13«25 Forms n Place, Columns I
Daily
Labor-
Crew
Output
Hours
Unit
C-1
225
.142
SFCA
-
C4cn 5650
2014 Bare Material
——
Labor
6" X
Equipment
Total
i
rtn
/I
4 use
6000
Total
Costs
6" columns,
use
InclO&P
6.20
7.03
10.45''
14.40,,
185
.173
2.55
7.55
10.10
6050
2 use
215
.149
1.36
6.50
7.86
6100
3 use
230
.139
1.02
6.05
7.07
10.50
6150
4 use
235
.136
.83
5.95
6.78
10.05
190
.168
2.87
7.35
10.22
14.45
8.03
11.70
1
1
1
i-
rrrHi
.83
11.50
i
-
,|
24"
6500
X
24" columns,
‘
use
1
6550
2 use
216
.148
1.58
6.45
6600
3 use
230
.139
1.15
6.05
7.20
10.60
6650
4 use
238
.134
.93
5.85
6.78
10.10 ]
200
.160
2.30
6.95
9.25
13.30
'
1 36"
7000
X
36" columns,
use
1
7050
2 use
230
.139
1.30
6.05
7.35
10.80
7100
3 use
245
.131
.92
5.70
6.62
9.80
7150
4 use
250
.128
.75
5.55
6.30
9.40
340
.094
2.11
4.10
6.21
8.60
350
.091
1.84
3.98
5.82
8.15
7400
Steel framed plywood, based on
7420
50 uses
;
i
of purchased
forms, and 4 uses of bracing lumber
]
7500
8"
8" column
7550
10"xl0"
7600
12"xl2"
370
.086
1.56
3.77
5.33
7.50
7650
16"xl6"
400
.080
1.22
3.48
4.70
6.75
6.30
X
:
C-1
SFCA
,
bars
0810
#10
bars
0900
#1
bars
1
0920
#14
1000
Sleeve type w/ferrous
70
m
bars
bars filler,
for critical structures,
#6
bars
m m m m m
130
.246
12.10
9.80
21.90
29
160
.200
28
8
36
44
145
.221
29.50
8.80
38.30
46.50
130
.246
35.50
9.80
45.30
55
no
.291
37.50
11.60
49.10
60.50
100
.320
39
12.75
90
.622
42.50
31
80
.700
46
51.75
63.50
8.30
81.80
105
35
9.30
90.30
115
10.65
98.65
126
13.55
124.55
160
224
,
70
.800
48
40
55
1.018
60
51
40
1.400
86
70
18.65
174.65
40
1.400
88
70
18.65
176.65
227
40
1.400
89
70
18.65
177.65
228
55
1.018
62
51
13.55
126.55
162
70
.800
50
40
10.65
100.65
129
80
.700
48
35
9.30
92.30
118
90
.356
45
14.20
59.20
72.50
100
.320
41
12.75
53.75
65.50
no
.291
40
11.60
51.60
63
72
.444
22
17.75
39.75
53
64
.500
26.50
19.95
46.45
61.50
56
.571
31.50
23
54.50
72
48
.667
37.50
26.50
44.50
70
18.65
49
87.50
1 i
1
1w
’
40
1.400
’
32
1.750
C-5
64
1
24
2.333
|C.25
72
.444
1
76.50 60.50
1
1
116 17.75
84.50
133.15
179
23.50
160
216
31
223.50
299
• 1
V
9.80
i
0802
i |J
SPLICING REINFORCING BARS
0020
;
78.25
95.50
1:
'
1 I
;
03 21 Reinforcement Bars 21 05 - Reinforcing Steel Accessories
!
WS
03 21 05.75 Splicing Reinforcing Bars 1210
#7
1220
#8
bars
1230
#9
bars
1240
#10
bars
1250
#1
1260 1270
2000
bars
Daily
Labor-
Crew
Output
Hours
Unit
C-25
64
.500
Ea.
1
56
C-5
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
61.50
19.95
81.45
100
.571
64.50
23
87.50
108
48
1.167
66.50
58
15.55
140.05
181
40
1.400
71
70
18.65
159.65
208
bars
32
1.750
85.50
87.50
23.50
196.50
256
#14
bars
24
2.333
107
116
31
254
335
#18
bars
16
3.500
109
175
46.50
330.50
445
120
.133
9.15
6.95
1.18
17.28
23.50
112
.143
10.80
7.45
1.27
19.52
26.50
1
[Gl
Weldable half coupler, taper threaded, #4 bars
E-16
m
2100
#5
bars
2200
#6
bars
104
.154
17.10
8
1.37
26.47
34.50
2300
#7
bars
96
.167
19.90
8.70
1.48
30.08
39
88
.182
21
9.45
1.61
32.06
41.50
80
.200
23
10.40
1.78
35.18
45.50
72
.222
23.50
11.60
1.97
37.07
48
64
.250
25
13.05
2.22
40.27
53
56
2400
#8
bars
2500
#9
bars
[G]
2600
#10
bars
2700
#1
bars
2800
#1 4 bars
2900
1
[G]
m m [G]
#1 8 bars
.286
29
14.90
2.54
46.44
61.50
48
.333
47
17.35
2.96
67.31
85.50
1.60
20
03 21 11 - Plain Steel Reinforcement Bars 03 21 11.60 Reinfordns 0010
REINFORCING
Place
In
IN PLACE, 50-60
ton
lots,
A6 15 Grade 60
0020
Includes labor, but not material cost, to install accessories
0030
Made from
0100
Beams &
0200
#3
Girders,
#8
4
1^
#18
to
8"
to
1
0320
1
to
24" diameter
0330
24"
to
36" diameter
0340
36"
to
48" diameter
0360
48"
to
64" diameter
0380
64"
to
84" diameter
84"
to
96" diameter
0400
Elevated slabs,
0500
Footings,
0550
#4 #8
to
Slab on grade,
0700
Walls,
0750 0900 1000
#3
to
#8
1200 1220
R0321 10-70
to
to
#7
R032 1 1 0-80
50 - 60
#1
1
00
#8
#3
to
8,
add
11.852
1,000
600
1,600
2,050
1,000
1,075
2,075
2,800
2.30
13.913
1,000
705
1,705
2,200
2.20
14.545
1,575
735
2,310
2,875
2.20
14.545
1,500
735
2,235
2,800
2.30
13.913
1,425
705
2,130
2,675
2.40
13.333
1,350
675
2,025
2,550
2.50
12.800
1,500
650
2,150
2,675
12.308
1,575
625
2,200
2,700
2.70
11.852
1,650
600
2,250
2,775
2.90
11.034
1,000
560
1,560
1,975
2.10
15.238
1,000
770
1,770
2,300
3.60
8.889
1,000
450
1,450
1,800
2.30
13.913
1,000
705
1,705
2,200
[G]
3
10.667
1,000
540
1,540
1,950
[G]
4
8
1,000
405
1,405
1,725
to
#3
#3
to
10%
5%
#7, deduct
10% 10%
#7, deduct
to
15% 7 5, add
Ton
Grade 90, add
92.50
92.50
125
2200
Crane cost for handling,
sorting,
10%
20%
5%
A6 1 5 Grade
Unloading
&
25%
10%
#7, add
8, deduct
2000
2,700
21.333
#18, deduct
Reinforcing in place,
2,025
1.50
#7, add
#3
ton job,
to
1,025
2.70
8, add
ton job,
#1
to
1,000
ton lots
ton job,
to
100
#8 Over
#1
to
-50
60-
job,
Ton
2.60
#7
#18
#8
1160
0-50
\G\
#8
1110 1150
1
#18
Under 10 ton
1060 1100
RQ321
#7
For other than
10
R0321 10-40
® ®
#3
to
1010 1050
® ® ® ® ® ®
5" diameter
#7
#4
to
0600
®
R0321 10-20
Spirals, hot rolled,
0390
Rodm
#7
to
5"
#7
to
#18
to
#3
Columns,
0250 0300
recycled materials
#8
0150
R0321 10-10
add
to
above
90 picks/doy, up
C-5 to
1
.5 Tons/bundle,
add
to
above
125
102 138
100
.560
28
7.45
35.45
51.50
135
.415
20.50
5.55
26.05
38
71
03 21 Reinforcement Bars 03 21
1 1
- Plain Steel Reinforcement Bars
03 21 11.60 Reinforcing 2210
1.0 Ton/bundle
2220
0.5 Ton/bundle
2400
Place
In
Dowels, 2 feet long, deformed,
2410
®
#3
Daily
Labor-
Crew
Output
Hours
Unit
C-5
92
.609
Ton
35
1.600
520
.031
480
.033
2
Rodm
#4
.
2420
#5
|G]
435
.037
2430
#6
[G]
360
.044
725
.022
140
.114
2450
Longer and heavier dowels, add
2500
Smooth dowels,
2" long,
1
1
/4"
or
3/8"
®
diameter
2014 Bare Material
30.50
80
Total
IncI
O&P
8.10
38.60
56
21.50
101.50
148
.41
1.56
1.97
2.90
.73
1.69
2.42
3.46
1.15
1.86
3.01
4.19
1.65
2.25
3.90
5.35
Fa.
-
Total
Costs
Equipment
Labor
Ea.-r
.55
1.12
1.67
2.37
72
5.80
6.52
9.90
2520
5/8" diameter
125
.128
1.26
6.50!
7.76
11.60
2530
3/4"
110
.145
1.57
7.35
8.92
13.25
200
.040
.52
2.03
2.55
3.75
400
.020
1.16
1.01
2.17
2.87
175
.046
.52
2.32
2.84
4.21
350
.023
1.30
1.16
2.46
3.25
2600
Dowel sleeves
2610
diameter
for CIP concrete, 2-part
Sleeve base,
2615
1r
plastic, for
Sleeve, plastic,
2620
Sleeve bose,
2625
Sleeve,
for
1
system
5/8" smooth dowel 1
2"
long, for
long, for
sleeve, fasten to edge form
5/8" smooth
3/4" smooth dowel
2"
1
Rodm
dowel, snop onto base
sleeve
3/4" smooth dowel
Sleeve base, for 1" smooth dowel sleeve
2630 2635
Sleeve,
2700
Dowel cops,
2720
#8
2750
Impalement
visual to
1
2"
long, for
warning
1
"
only, plastic,
#3
to
#8
#4
to
Fa.
150
.053
.66
2.70
3.36
4.97
1
300
.027
1.37
1.35
2.72
3.63
2 Rodm
800
.020
.27
1.01
1.28
1.89
750
.021
.68
1.08
1.76
2.45
800
.020
1.50
1.01
2.51
3.24
smooth dowel
#18 protective, plostic,
r
#9
1r
03 21 13 - Galvanized Reinforcement Steel Bars 03 21 13»10 Galvanized Reinforcing 0010 01 50
GALVANIZED REINFORCING Add
to plain steel rebar pricing for galvanized rebar
Ton
^
460
460
505
410
410
450
03 21 16 - Epoxy-Coated Reinforcement Steel Bars 03 21 16.10 Epoxy-Coated Reinforcing 0010 0100
EPOXY-COATED REINFORCING Add
to plain steel rebor pricing for
epoxy-coated rebar
Ton
03 21 21 - Composite Reinforcement Bars 03 21 21.11 Glass Fiber-Reinforced Polymer Reinforcement Bars 0010 0020
GLASS FIBER-REINFORCED POLYMER REINFORCEMENT BARS Includes labor, but not material cost, to install accessories
i
'
Rodm 9500
.003
.092 Ib./LF.
9300
.003
bar,
.160 Ib./LF.
9100
bar,
.258 Ib./LF.
8700
bar,
.372 Ib./LF.
8300 7900
0050
#2
bar,
.043 Ib./LF.
0100
#3
bar,
0150
#4
0200
#5
0250
#6
4
.36
.17
.
53
.67
.49
.17
.66
.81
.004
.71
.18
.89
1.06
.004
1.09
.19
1.28
1.49
.004
1.41
.20
1.61
1.86
.004
1.84
.21
2.05
2.34
L.F.
0300
#7
bar,
.497 Ib./LF.
0350
#8
bar,
.620 Ib./LF.
7400
.004
2.50
.22
2.72
3.09
.800 Ib./LF.
6800
.005
3.16
.24
3.40
3.85
5800
.006
3.93
.28
4.21
4.76
1.48
1.63
0400
#9
0450
#10
0500
72
bar,
bar,
1.08 Ib./LF.
For Bends, add per bend
Fa.
1.48
'
03 22 Fabric and Grid Reinforcing 03 2211 “ Plain Welded Wire Fabric Remfordng 03 22 11.10 Plain Welded Wire Fabric 0010
Crew
PLAIN WELDED WIRE FABRIC ASTM A185 Includes labor, but not material cost, to install accessories
0030
Mode from
0050
Sheets
Hours
Unit
35
.457
C.5).F.
14.50
23
37.50
52.50
31
.516
17.20
26
43.20
60
29
.552
22.50
28
50.50
68.50
27
.593
31.50
30
61.50
81.50
31
.516
20
26
46
63
29
.552
25
28
53
71.50
27
.593
40.50
30
70.50
91.50
25
.640
50.50
32.50
83
6.50
2.462
6.50
2.462
2014 Bare Material
Total
Costs
Equipment
Labor
IndO&P
Total
recycled materials
0100
6x6-W1.4xW1.4(10xl0)21
lb.
0200
6x6-W2.1 xW2.1 (8x8) 30
per C.S.F.
0300
6x6-W2.9xW2.9(6x6)
0400
6x6-W4xW4(4x4)58
0500
4x4-W1.4xW1.4 (10x10)
0600
4x4-W2.1xW2.1 (8x8) 44
lb.
per C.S.F.
0650
4x4-W2.9xW2.9 (6x6)61
lb.
perC.S.F.
0750
Labor-
R032205-30
0020
4x4-W4xW4(4x4)
0700
Daily
Output
lb.
perC.S.F.
421b. per lb.
2
m m m m m ®
C.S.F.
perC.S.F.
31
851b. per
lb.
perC.S.F.
C.S.F.
Rolls
0800
2 X 2
-#14
0900
2 X 2
#1 2
galv.,
21 Ib./C.S.F.,
beam & column wrap
[G]
galv. for gunite reinforcing
2
Rodm
Rodm
C.5).F.
"
107
41.50
125
166.50
242
62.50
125
187.50
265
03 22 13 - Galvanized Welded Wire Fabric Reinforcing 03 22 13.10 Galvanized Welded Wire Fabric 0010 0100
03
GALVANIZED WELDED WIRE FABRIC Add
to plain
welded wire
pricing for galvanized
welded wire
2216 - Epoxy-Coated Welded Wire
Lb.
.23
.23
.25
Lb.
.21
.21
.23
Fabric Reinforcing
03 22 16»10 Epoxy-Coated Welded Wire Fabric 0010
0100
EPOXY-COATED WELDED WIRE FABRIC Add
to plain
welded wire
pricing for
epoxy-coated welded wire
m
03 23 Stressed Tendon Reinforcing Hi
.
f.
^ ^7
03 23 05 - Prestressing Tendons 03 23 05.50 Prestressing Steel 0010 0100 0150 0300 0350 0500
PRESTRESSING STEEL Grouted strand,
300
in
300
0800
Grouted bors,
143
75' span, 42
1050
143
1250 1400 1450 1600
1650 1
800
200' span, 100
300
in
143
kip
kip
kip
beams, 50' span, 42 kip
kip kip
kip
Ungrouted single strand,
35
00
kip
Ungrouted bars,
143
1
kip
75' span, 42
2250
in
beams, 50' span,
kip
2000
2220
kip
100' span, 100
300
m m m m m m m m m m m m m
kip
kip
Ungrouted strand,
300
m
kip
kip
1850
2050
kip
beams, 50' span, 42
1000
200
C-3
kip
kip
in
0850
1
50' span, 100
kip
200' span, 100
0550
in field,
kip
100' span, 100
300
R034 136-90
beams, post-tensioned
kip
1
00' elevated
slab,
25
kip
m m
C-4
1200
.053
2.62
2.50
.09
5.21
6.90
2700
.024
1.12
1.11
.04
2.27
3.01
1700
.038
2.62
1.77
.07
4.46
5.70
3200
.020
2.25
.94
.04
3.23
3.98
2700
.024
2.62
1.11
.04
3.77
4.66
3500
.018
2.25
.86
.03
3.14
3.85
2600
.025
1.06
1.16
.04
2.26
3.02
3200
.020
1.02
.94
.04
2
2.62
3200
.020
1.08
.94
.04
2.06
2.68
4200
.015
.90
.72
.03
1.65
2.14
1275
.025
.61
1.28
.02
1.91
2.72
1475
.022
.61
1.11
.02
1.74
2.43
1500
.021
.61
1.09
.02
1.72
2.40
1650
.019
.61
.99
.02
1.62
2.25
1500
.021
.61
1.09
.02
1.72
2.40
1700
.019
.61
.96
.02
1.59
2.20
1400
.023
.50
1.17
.02
1.69
2.41
1700
.019
.50
.96
.02
1.48
2.08
1800
.018
.50
.91
.02
1.43
2
2200
.015
.50
.74
.01
1.25
1.74
1200
.027
.61
1.36
.03
2
2.84
1475
.022
.61
1.11
.02
1.74
2.43
Lb.
j
ir
!
73
03 23 Stressed Tendon Remforcins 03 23 05 - Prcstressing Tendons 03 23 05.50 Prestressins Steel
Crew
Slabs on grade, 0.5-inch diam. non-bonded strands,
3050
attached dead-end onchors, loose stressing-end anchors
25'
X
30'
3105
Hours
2014 Bare Unit
Material
Lobar
Total
Casts
Equipment
1
InclO&P
Total
slab, strands
@ 36"
HOPE sheathed. >1
O.C., placing
2
Stressing
42"
3110 3115
48"
3125
O.C., placing
3155
.004
.005
4040
.004
2 Rodm
3510
.005
C-4A
4390
.004
slab, strands
@
36"
O.C., placing
Rodm 3370
.005
4360
.004
2
Stressing
42"
3750
Rodm 3200
Stressing
3160
.005
C-4A
2
O.C., placing
25' X 40'
Rodm 2940 C-4A
Stressing
3120
3150
Labor-
j
3000
3100
Daily
Output
C-4A
O.C., placing
2
Rodm 3760
.004
4820
.003
Rodm 4090
.004
5190
.003
Rodm 3260
.005
4190
.004
Rodm 3530
.005
4500
.004
Rodm 3840
.004
S
.60
F.
.28 .22
.53
.25
.20 .47
.58
.01
.24 .19
.50
.01
.23 .18
.88
1.09
.23
.35
.78
.99
1
.21
.33
1
.70
.87
.19
.30
.82
1.02
.20
.30
.72
.89
.18
.27
.65
.80
!
'
.01
.01
.22
!
^
:
I
3165
Stressing
48"
3170 3175
3200
30' X 30'
2
C-4A
slab, stronds
@ 36"
O.C., placing
2
Stressing
42"
3210 3215
C-4A
O.C., placing
2
Stressing
48"
3220 3225
C-4A
O.C., placing
2
C-4A
4850
.003
2 Rodm
3780
.004
C-4A
4920
.003
Rodm 4190
.004
5410
.003
Rodm 4520
.004
5790
.003
Rodm 4300
.004
5650
.003
Rodm 4720
.003
6150
.003
Rodm 5240
.003
Stressing
30' X 40'
3235
slab, strands
@ 36"
O.C., placing
Stressing
42"
3240 3245
O.C., placing
2
Stressing
48"
3250 3255
3260
O.C., placing
Stressing
3205
3230
C-4A
C-4A 2
Stressing
C-4A
slab, strands
@
36"
2
O.C., placing
Stressing
42"
3270 3275
C-4A 2
O.C., placing
Stressing
48"
3280 3285
.45
.20
.58
.25
.16
.19 .52
.01
.01
.21
.16 .49
.01
.21
.17 .56
.01
.23 .18
.47
.01
.01
.19 .15
.01
.17
.26
.83
1.03
.20
.31
.75
.94
.19
.29
.68
.84
.18
.27
.77
.96
.17
.27
.68
.84
.16
.25
.63
.77
.15
.23
C-4A
O.C., placing
2
C-4A
Stressing
6760
.002
.45
.18
.14 .53
.19 .14
.47
.01
.15 .12
J7
.01
.17 .13
.42
.01
.01
.72
.89
.15
.24
.64
.79
.14
.22
.57
.70
.13
.20
03 24 05.30 Synthetic Fibers 0010 01
00
QUO
SYNTHETIC FIBERS Synthetic fibers, odd to concrete
M/2lb.perC.Y.
Lb.
4.80
4.80
5.30
Q
7.40
7.40
8.15
Lb.
1.25
1.25
1.38
C.Y.
6.25
6.25
6.90
13.75
03 24 05.70 Steel Fibers STEEL FIBERS continuously deformed, 1-1 /2" long x
0140
ASTM A850,
0150
Add
0205
Alternate pricing, dosing at 5
Type
V,
to price of ready
0.045" diom.
mix concrete lb.
per C.Y., add to price of
RMC
0210
10
perCY.
12.50
12.50
0215
151b. perC.Y.
18.75
18.75
20.50
25
27.50
lb.
0220
20
lb.
per C.Y.
25
0225
25
lb.
per C.Y.
31.50
31.50
34.50
41.50
0230
30
lb.
per C.Y.
37.50
37.50
0235
35
lb.
per C.Y.
44
44
48
0240
40
lb.
per C.Y.
50
50
55
74
T
i
^
‘
O.C., placing
30' X 50'
3265
.17
'
03 24 05 - Reinforcing Fibers 03 24 05.70 Steel Fibers 0250
50
lb.
per C.Y.
0275
75
lb.
per CY.
100
0300
Crew
Labor-
Hours
m m
2014 Bare Unit C.Y.
[G]
per C.Y.
lb.
Daily
Output
1
1
Material
Labor
Total
Costs
Equipment
Total
62.50
62.50
94
94
125
125
IncI
O&P 69
103 :
!
138
L
03 30 Cast-ln-Place Concrete 03 30 53 - Miscellaneous Cast-In-Place Concrete 03 30 53.40 Concrete 0010
CONCRETE
In
Place
IN PLACE
R0331 05-10
0020
Including forms (4 uses), Grade
0050
Type
0300
Beams (3500
0350 0500 0510 0700
1),
placement and
(3500
psi),
Over
6" X
1
2%
Over
24"
2%
Over
2%
1040
Over
3%
2%
1140
to
3%
Over 1
2%
1220
to
3%
1240
Over
1300
20" diameter,
1320
2%
1340
Over
1400
24"
1440 1500
1540
1950
2100 2150
3%
1
less than
2%
2%
reinforcing
than
2%
reinforcing
2%
reinforcing
reinforcing
reinforcing psi), flat slob
with drops,
psf Sup. Lood,
15' span
125
psf Sup. Load,
125
25' span
One way
30" domes, 125
joists,
30"
pans,
1
25
psf
Sup. Lood, 20' span
psf Sup. Load,
15' span
25' span
One way beam & 25' span
5 slab,
1
25
psf Sup. Load,
1
'
span
20' span
C-14B
400 515
173
207
770
62
1,187
1,675
10.13 19.743
565
910
73.50
1,548.50
2,100
82.50
1,957.50
2,600
1.37
381.37
22.148
850
1,025
16.22 12.330
282
565
46
893
12.57 15.911
480
730
59
1,269
1,725
10.25 19.512
745
900
72.50
1,717.50
2,275
23.66
8.453
238
390
31.50
659.50
895
11.293
425
520
42
987
14.15 14.134
680
650
52.50
33.69
5.936
210
273
22
505
675
23.32
8.576
375
395
32
802
1,050
1,192
1,550
1,382.50
1,225
1,325
1,800
17.82 11.223
635
515
42
20.97
305
440
35.50
780.50
1,050
515
605
48.50
1,168.50
1,550
9.537
12.11
16.515
785
760
61.50
1,606.50
2,100
31.49
6.351
280
292
23.50
595.50
785
19.12 10.460
490
480
39
1,009
1,325
13.77 14.524
740
670
54
1,464
1,900
41.04
4.873
283
224
18.15
24.05
8.316
475
385
31
17.01
11.758
740
540
43.50
1,323.50
51.85
3.857
264
177
14.35
455.35
580
27.06
7.391
475
340
27.50
842.50
1,075
725
505
40.50
1,270.50
1,625
490
18.29 10.935
2%
301.01
355
15.27 13.098
30' span
Flat plate,
reinforcing
reinforcing reinforcing
(4000
30' span
2750
psi), tied,
2" diameter,
reinforcing reinforcing
3%
Waffle const.,
2700
reinforcing
1.01
1.96 16.722
1
17.71
reinforcing
2350
2550
reinforcing
reinforcing reinforcing
3%
2300
2500
reinforcing
reinforcing
3%
Over
4.724
reinforcing reinforcing
less
3%
to
Elevated slab
^
2%
diameter, less than
2%
1520
1900
to
23.71
reinforcing
3%
Over
36"
2%
diameter, less thon
2%
1420
to
"
reinforcing
3%
1,175
9.03
2%
than
870
153
reinforcing reinforcing
less
40
495
reinforcing
6" diameter,
1,325
147
reinforcing reinforcing
3%
952.50
335
reinforcing reinforcing
3%
47.50
3.476
C-14A
reinforcing
590
18.55 10.782
reinforcing
Columns, round (4000
1120
2%
315
32.22
reinforcing reinforcing
3%
3%
to
x 12", less than
15.62 12.804
C-14C
reinforcing
X 36", less than
1020
12"
"
reinforcing
3%
3%
to
R0331 05-85
C-14A
reinforcing reinforcing
X 24", less than
0940 36"
3%
to
0920
1200
R0331 05-65
over 5 C.Y.
psi),
psi),
6", less than
0840
1100
R0331 05-50
under 5 C.Y.
2% to 3%
1
R033 105-20
R0331 05-70
Columns, square (4000
0820
1000
finishing unless otherwise indicated
25' span
0740
0900
cement
rebar, concrete (Portlond
5 kip per Lf., 10' spon
psi),
Chimney foundations (5000
0720
0800
60
525.15 891
675 1,150 1,700
75.04
2.665
265
123
9.90
397.90
37.49
5.335
450
245
19.85
714.85
895
22.84
8.757
705
405
32.50
1,142.50
1,425
38.45
5.410
256
249
19.30
524.30
690
50.99
4.079
273
187
14.55
474.55
605
30.24
6.878
234
315
24.50
573.50
770
49.60
4.194
245
193
14.95
452.95
585
37.07
5.61
254
258
20
532
695
44.07
4.720
237
217
16.85
470.85
615
27.38
7.597
299
350
27
676
900
31.15
6.677
283
305
24
612
810
253
465
36
754
1,025
241
335
26
602
815
1
20.59 10.102 28.36
7.334
75
03 30 Cast-ln-Place Concrete 03 30 53 - Miscellaneous Cast-ln-Place Concrete ^
Daily
03 30 53.40 Concrete
In
2900
slab,
Two way beam &
Elevated slabs,
3110
flat plate,
Regular concrete
3200
6" slab
3250
2-1/2"
3300
Lightweight,
3400
Cellular concrete,
3450
Total
Costs
Crew
Output
Hours
Unit
Material
Labor
C-14B
24.04
8.652
C.Y.
245
395
31
671
920
-
35.87
5.799
212
266
20.50
498.50
665
C-8
2613
.021
2585 2685 2585
.022
2000
Equipment
Total
IncI
O&P
r
520
.077
,r
3.98
3.24
7.22
9.30
C-11
775
.093
S.F.
5.45
4.68
2.37
12.50
16.60
"
500
.144
6.65
7.25
3.68
17.58
24
9.20
9.90 10
04 25 Unit Masonry Panels 04 25 20 - Prc-Fabricated Masonry Panels 04 25 20.10 Brick and Epoxy Mortar Panels 0010
0020
BRICK
AND EPOXY MORTAR PANELS
Prefabricated brick
& epoxy
mortar,
4"
minimum
thick,
Maximum
0100
2" concrete back-up, add
0200
For
0300
For 1" urethane
& 3"
50%
concrete back-up, add
^
70%
:
04 27 Multiple-Wythe Unit A^asonry 04 2710 - Multiple-Wythe Masonry 04 27 10.20 Cavity Walls 0010 0200
CAVITY WALLS, 4" face
brick
and CMU, includes
joint reinforcing
and hes
4" block
165
.242
5.75
10.20
15.95
22
0400
6" block
145
.276
6.15
11.65
17.80
24.50
0600
8" block
125
.320
6.30
13.50
19.80
27.50
1.45
27.586
brick,
D-8
S.F.
04 2710.30 Brick Walls 0010
BRICK WALLS,
0020
Estimating by
0140 0150
including mortar, excludes scaffolding
number
R0421 10-20
of brick
Face brick, 4" thick wall, 6.75 brick/S.F.
Common
brick,
4"
thick wall,
6.75 brick/S.F.
0204
8"
0250
12"
thick,
20.25
bricks per S.F.
0304
16"
thick,
27.00
bricks per S.F.
0500
Reinforced, face brick,
thick,
Common
0520
13.50
brick,
4"
4"
D-8
bricks per S.F.
thick wall,
thick woll,
6.75 brick/S.F.
6.75 brick/S.F.
M
585
1,175
1,760
2,425
1.60
25
585
1,050
1,635
2,250
1.80
22.222
600
935
1,535
2,075
1.90
21.053
605
890
1,495
2,025
2
20
610
845
1,455
1,950
1.40
28.571
610
1,200
1,810
2,500
1.55
25.806
610
1,100
1,710
2,325
1.75
22.857
625
965
1,590
2,175
0550
8"
0600
12"
thick,
20.25
bricks per S.F.
1.85
21.622
630
910
1,540
2,100
0650
16"
thick,
27.00
bricks per S.F.
1.95
20.513
635
865
1,500
2,025
215
.186
240
.167
0790
Alternate
0800
Face
0850
Common
thick,
method brick,
13.50
bricks per S.F.
of figuring by square foot
4"
thick wall,
brick,
4"
6.75 brick/S.F.
thick wall,
D-8
6.75 brick/S.F.
S.F.
3.93
7.85
11.78
16.30
3.94
7.05
10.99
15.05
0900
8"
135
.296
8.10
12.50
20.60
28
1000
12"
thick,
20.25
bricks per S.F.
95
.421
12.20
17.75
29.95
40.50
1050
16"
thick,
27.00
bricks per S.F.
75
.533
16.50
22.50
39
52.50
1200
Reinforced, face brick,
210
.190
4.10
8.05
12.15
16.75
235
.170
4.11
7.20
11.31
15.45
130
.308
8.45
12.95
21.40
29
90
.444
12.75
18.75
31.50
42.50
1220
thick,
Common
1250
8"
1300
12"
13.50
brick,
thick,
4"
4"
bricks per S.F.
thick wall,
thick wall,
13.50
6.75 brick/S.F.
6.75 brick/S.F.
bricks per S.F.
.
.
_
’
thick,
20.25
bricks per S.F.
111
2
1
J
27 Multiple-Wythe Unit Masonry 04 2710 - Multipie-Wythe Masonry 04 2710.30 Brick Walls
Daily
Labor-
Crew
Output
Hours
Unit
D-8
70
.571
S.F.
2014 Bare Material
Total
Costs
Equipment
Labor
InclO&P
Total
:
'
16"
1350
27.00
thick,
bricks perS.F.
17.2"0
24
41.20
55.50 1 1
04 2710.40 Steps 0010
r
STEPS
[
0012
common
Entry steps, select
brick
.30
D-1
53.333.
M
550
2,200
2,750
i
3,950
j
[jQ 41 Dry-Placed Stone 04 41 10 - Dry Placed Stone 04 41 10.10 Rough Stone Wall 0011
ROUGH STONE WALL,
0012
Dry
0100
Random
laid
0150
Dry
(no mortar), under
Over
1
18"
18"
fieldstone, under
8"
.
thick
thick
thick
0500
Field stone
0510
Valley stone veneer
veneer
0520
River stone veneer
0600
Rubble stone walls,
in
mortar bed, up to
1
8"
thick
m m m m m m m
D-
1
D-1
60
.267
60
.533
63
.508
120
.333
120
CO CO CO
120
CO CO CO
12.40
11
23.40
30.50-
12.40
22.50
34.90
47.50'
y
14.85
21
35.85
49
S.F
11.45
14.05
25.50
34
11.45
14.05
25.50
34
C.F
/
D- 8
11.45
14.05
25.50
34
.320
C.F
14.95
13.90
28.85
37.50
140
.286
S.F
11.55
12.05
23.60
31
130
.308
13.30
12.95;
26.25
34.50
120
.333
17.85
14.05
31.90
41
125
.320
20
13.50
33.50
42.50
120
.333
20.50
14.05
34.55
44
125
.320
14.70
13.50
28.20
36.50
1r
120
.333
19.05
14.05
33.10
42.50
D-11
70
.343
13.35
14.90
28.25
37
63
.381
14.60
16.55
31.15
41
115
.278
12
12.55
4.19
28.74
37
105
.305
13
13.75
4.58
31.33
40.50
115
.278
12
12.55
4.19
28.74
37
105
.305
13
13.75
4.58
31.33
40.50
115
.278
12
12.55
4.19
28.74
37
.305
13
13.75
4.58
31.33
40.50
26.50
11.10
3.70
41.30
50.50
f D-
1
75
43 Stone A^sonry 04 43 10 - Masonry with Natural and Processed Stone 04 43 10.05 Ashlar Veneer 0011
0150
ASHLAR VENEER Sawn
Medium
0300
or
-
random
thk,
or
random rectangular D-8
priced stone
High priced stone
Seam
medium
face, split joints,
0700 1000
-i-
face, split joints, low priced stone
0200
0600
4"
price stone
High price stone
medium
Split or rock face, split joints,
1100
price stone
High price stone
1r
04 43 10.10 Bluestone 0010 0500
BLUESTOKE,cuttosize Sills,
2"
0550 1000
2"
1100
Smooth
1150
2"
1350
1-1/2"
thick
thick
12" wide, 6' long, 1-1/2" thick
0-10
thick finish,
1-1/2"
thick
thick
Thermal
2"
to 6' long,
IF
/f
Stair treads, natural cleft,
1050
1300
10" wide
natural cleft,
finish,
1-1/2"
thick
thick
r
105
D-10
130
.246
130
.246
29.50
11.10
3.70
44.30
53.50
42
11.10
3.70
56.80
67.50
28.50
11.10
3.70
43.30
52.50
33.50
11.10
3.70
48.30
58
52.50
11.10
3.70
67.30
78.50
1
,r
04 43 10.45 Granite 0010
GRANITE,
cut to size
0050
Veneer, polished face,
0150
Low
0180
Medium
3/4"
to 1-1
/2"
thick
price, gray, light gray, etc.
price, pink,
brown,
etc.
S.F.
1
0220
0300
High price, red, black,
1-1/2"
to
2-1/2"
0350
Low
0500
Medium
0550
112
thick,
etc.
130
.246
D-10
130
.246
130
.246
veneer
price, gray, light gray, etc.
price, pink,
i
brown,
High price, red, block,
etc.
etc.
w
130
.246
S.F.
'
'
04 43 Stone A^sonry I
04 43 10 - Masonry with Natural and Processed Stone 04 43 10.45 Granite 0700
2-1
/2"
to
4"
0750
Low
0850
Medium
0950
High
1000
For bush
thick,
price, gray, light gray, etc.
brown,
price, pink,
Hours
Unit
0-10
no no no
.291
S.F.
etc.
price, red, block, etc.
hammered
finish,
2014 Bare
Coarse rubbed
Honed
1150
Thermal
2450
For radius under 5', add
finish,
Tatal
Costs
Equipment
Totol
IncI
O&P
38.50
13.10
4.38
55.98
13.10
4.38
61.48!
73.50
.291
63
13.10
4.38
80.48
94.50
91
29
9.65
129.65
155
146
29
9.65
184.65
215
67.50 i
5% 10%
deduct
5%
deduct
finish,
Labor
44
deduct
finish,
Material
.291
deduct
1100
jfr
LF.
18% 100%
more than one surfoce
Steps, copings, etc., finished on
Minimum
2550
Labor-
Output
veneer
1050
2500
Daily
Crew
D-10
50
.640
C.F. ft
Maximum
2600 2800
Pavers, 4" x 4" x 4"
blocks, split face
and
.640
80
.300
joints
Minimum
2850
50
D-11
S.F.
13.10
26.10
13
r
42
80
.300
29
13
35
1.371
37.50
60
13.75
111.25
149
35
1.371
91.50
60
13.75
165.25
207
35
1.371
63
60
13.75
136.75
177
35
1.371
119
60
13.75
192.75
238
130
.246
130
.246
D-4
300
.107
D-10
275
Maximum
2900
34.50 52
1
4000
Soffits,
2"
thick,
minimum
D-13
Maximum
4100 4"
4200
minimum
thick,
Maximum
4300
04 43 10.50 Lishtweight Natural Stone 0011
0100
0200
LIGHTWEIGHT NATURAL STONE sawed bock,
Veneer, rubble face,
Sawed
Lava type
® E
shapes
irregular
face and back, irregular shapes
D-10 f
6.25
11.10
3.70
21.05
28
6.25
11.10
3.70
21.05
28
47.50
4.44
.45
52.39
59.50
.116
51.50
5.25
1.75
58.50
67
275
.116
35
5.25
1.75
42
48.50
275
.116
38
5.25
1.75
45
51.50
275
.116
40.50
5.25
1.75
47.50
55
275
.116
44.50
5.25
1.75
51.50
59
275
.116
T
53
5.25
1.75
60
68
30
1.067
C.F.
20
1.600
20
1.600
XT
50
.640
L.F.
25
1.280
Ea.
S.F. ft
04 4310.55 Limestone 0010 0020 0500
LIWIESTONE,
Veneer facing panels Texture finish, light stick, 4-1 /2" thick, 5' x
5"
0750 1000
cut to size
14' panels
thick, 5' X
Sugarcube
finish,
2" Thick, 3' x 5' panels
Thick, 4' X 9' panels
1050
3"
1200
4" Thick, 5' X 11
1400
Sugarcube, textured
5"
1450
panels
finish,
Coping, sugarcube finish, top
2100
Sills, lintels,
5 thick,
&
Detailed
2300
Steps, extra hard,
2 '
x
1
2 sides
jamhs, trim, stops, sugarcube
2150
3050
4-1 /2"
5' X 14' panels
thick,
2000
3000
2' 1
4" wide, 6"
1
Quoins, plain finish, 6" x
1
finish,
average
rise
-
2"
2"
x
D-12
1
S.F.
67.50
48
16.05
131.55
165
67.50
72
24
163.50
211
67.50
72
24
163.50
211
25
29
63.65
82
37.50
53.50
50
53.50
103.50
9.65
23.90
9.65
91
ft
6"xl6"x24"
25
1.280
D-8
175
.229
D-10
65
.492
LF.
80
.400
S.F.
80
.400
35
.914
123 137
04 43 10.60 Marble 0011
0040
MARBLE,
oshlar, split face,
Lengths
1 '
to
4"
4'
or
-t-
&
-
thick,
rondom
heights 2" to 7-1 /2", average
0100
Base, polished, 3 /4" or 7 /8" thick, polished, 6" high
0300
Carvings or bas
0350 0600 0650
0700 1000
relief,
from templates, average ,
Columns, cornices, mouldings, or special
machine
average
D-10
Average
Maximum
22
7.40
39.95
54
144
18.05
6
168.05
192
335
18.05
6
359.05
405
133
41
13.75
187.75
224
278
41
13.75
332.75
385
10.55
C.F. ft
Maximum
1100
30.50
etc.
cut,
Facing, polished finish, cut to size,
1050
14.25
ft
Maximum
Hand
S.F.
3/4"
35
.914
130
.246
130
.246
to 7 /8" thick
D-10
S.F.
23.50
11.10
3.70
38.30
46.50
33.50
11.10
3.70
48.30
58
17.75
11.55
3.85
33.15
41.50
i
1300
1-1/4"
thick,
125
average
.256
1V
1
13
2
04 43 Stone A^sonry 04 43 10 - Masonry With Natural and Processed Stone Daily
Labor-
04 43 10.60 Marble
Crew
Output
Hours
Unit
1350
0-10
125
.256
S.F.
Maximum 2"
1500
thick,
1550
Maximum
1700
Rubbed
Window
D-10
Flooring, polished tiles,
1
1
2" x 3/8"
3/8"
Travertine,
2790 Patio
2900
Shower
1-1/4"
or
S.F.
Soffits,
3210
Stairs, risers,
3360
Treads,
3500
Thresholds, 3' long,
add
above
to
7/8"
90.50
14.45
4.81
59.26
14.45
4.81
88.26
71.50
7.75
90
.267
S.F.
8.45
11.55
20
90
.267
11.55
97.55
65
.369
8.45
16
24.45
34
65
.369
90.50
16
106.50
124
130
.246
9.25
11.10
3.70
24.05
31
130
.246
25.50
11.10
3.70
40.30
49
0-11
75
.320
11
13.90
24.90
33
0-11
75
.320
13.90
59.40
71
31.99
40.50
0
D-
thick,
flame
7/8"
18.20
103 23.50
86
27
112
finish
thick portitions
thick stiles, polished
2 sides, average
S.F.
prices
6" high
thick x
7/8"
0-10
stools, polished,
45.50
20%
100%
115
.278
115
.278
24
1.333
24
1.333
85
.376
L.
130
.246
S.F.
19
11.10
100
.320
19
14.45
100
.320
13.65
14.45
120
.333
172
14.05
186.05
211
105
.381
173
16.05
189.05
215
90
.444
214
18.75
232.75
264
145
.276
no
11.65
121.65
139
160
.250
93.50
10.55.
104.05
119
60
.667
98.50
28
126.50
151
100
.320
L. F.
15.25
12.55
4.19
42.50
12.55
4.19
31.50
55.50
87
120
67.50
55.50
123
159
20.50
15.75
r
thick thick,
4"
to
5" wide,
0-12
plain
Beveled
Window
66.50
78.06
thick
average
12" wide x 1-1/4"
3550
69
56.06
4.01
t
t
3201
40
4.01
r
or toilet partitions,
3/4"
3050
12.05
10.45
r
/2" 1
non-slip,
tile,
12.05
62
66
F.
Maximum
2800
40
O&P
55.40
L
0-11
thick,
3.85
.188
Maximum
2780
.320
r
11.55
IncI
85
1
Mortar bed, average
2740
100
I
40
Total
.320
Maximum
2700
.267
Total
Costs
Equipment
100 D
thick
2" x
Thin set, average
2600
.267
120
f
6"x3/4"
sills,
120
Labor
thick
Maximum
2510
3700
4"
Averoge
1780
2500
r
finish, cut to size,
1740
2200
average
2014 Bare Material
7/8"
thick,
5" wide
Ea.
59.24
70
/t
F.
36.25
46.50
3.70
33.80
42
4.81
38.26
48.50
4.81
32.91
42.50
04 43 10.75 Sandstone or Brownstone 0011
0100
SANDSTONE OR BROWNSTONE Sawed
face veneer, 2-1 /2" thick, to 2' x 4' panels
4"
0150
0300
Split face,
0350
Cut stone trim (limestone)
random
sizes
0360
Ribbon stone, 4" thick, 5' pieces
0370
Cove stone, 4"
0380
Cornice stone,
8
D-
thick, 5' pieces
10"
4"
0390
Band stone,
0410
Window and door
0420
Key stone,
1
D-10
3 '-6" X 8 'panels
thick, to
to
12" wide
thick, 5' pieces
trim,
3"
to
4" wide
8" long
Ea.
04 43 10.80 Slate 0010
SLATE
0040
Pennsylvania
0050
Vermont
0100
Virginia
0200
Exterior paving, natural cleft,
0250
-
-
blue gray to black
unfading green, mottled green
-
&
purple, gray
&
purple
blue black
6"
X
1" thick
6" Pennsylvania
0-1
S.F.
6.75
13.40
20.15
28
0300
Vermont
100
.320
11.25
13.40
24.65
33
0350
Virginia
100
.320
14.10
13.40
27.50
36
120
.267
13
11.15
24.15
31.50
Vermont
120
.267
28
11.15
39.15
47.50
Virginia
120
.267
20.50
11.15
31.65
39.50
120
.267
14.75
11.15
25.90
33.50
120
.267
28
11.15
39.15
47.50
18.20
11.15
29.35
37
13.40
17.40
25
0500
24"
X 24", Pennsylvania 1
0550 0600 0700 0750 0800 1000 1100
1
14
1
8" X 30" Pennsylvania Vermont Virginia
Interior flooring, natural cleft,
1
6" X 6" Pennsylvania
/2"
1 r
120
.267
D-12
100
.320
thick S.F.
4
''
'
43 Stone Masonry
^
’"-'-'-hi
04 43 10 - Masonry with Natural and Processed Stone 104 04 4310.80 Slate Vermont
1150 1
200
1
300
1
350
1
400
1
500
1
550
Daily
Labor-
Crew
Output
Hours
Unit
D-12
100
.320
S.F.
100
.320
Virginia
24"
1
24" Pennsylvania
Labor
Total
Costs
Equipment
Total
IncI
O&P
9.90
13.40
23.30
31.50
11.15
13.40
24.55
33
120
.267
7.75
11.15
18.90
25.50
Vermont
120
.267
22.50
11.15
33.65
42
Virginia
120
.267
14.75
11.15
25.90
33
120
.267
7.75
11.15
18.90
25.50
Vermant
120
.267
18
11.15
29.15
37
Virginia
120
.267
14.95
11.15
26.10
33.50
180
.178
180 180
X
8" X 24" Pennsylvania
1600
2014 Bare Material
r
;
2000
Facing panels,
2100
1
-1
/
4"
'
Vermont
2120
Virginia
Sand rubbed
2150
Honed
2200
finish,
Sand rubbed
2600
Honed
finish, surface,
Sand rubbed
Honed 2"
Honed Stair landings,
1
3500
finish
finish
Stair treads,
52
.178
27
8
2.67
37.67
45
.178
33
8
2.67
43.67
51.50
10.15
11.20
7.35
8.10
13.10
18.05
6
37.15
48.50
.400
17.75
18.05
6
41.80
53.50
.400
16.50
18.05
6
40.55
52.50
.410
17.05
18.50
6.15
41.70
53.50
.410
22.50
18.50
6.15
47.15
60
78
.410
21.50
18.50
6.15
46.15
58.50
76
.421
20.50
19
6.35
45.85
58.50
76
.421
28.50
19
6.35
53.85
67
6.35
80
.400
80 80 78 78 ;
finish
finish
>
" thick, black, clear
D-1
Ribbon
3550
44.67
7.35 D-10
"
3200
2.67
add
finish
Sand rubbed
2950
8
10.15
thick
2900
34
sand
1" thick x
finish,
1
76
.421
26
19
51.35
64.50
65
.246
20
10.15
30.15
37.50
65
.246
22
10.15
32.15
39.50
85
.376
LF.
22
17
5.65
44.65
56.50
.267
"
D-10
24
12.05
4.01
40.06
48.50
20
12.05
4.01
36.06
44.50 25.50
11
3700
3
120
L.F.
:
1
" thick x
Stools or
sills,
1
thick,
4450
160
.200
11
8.35
19.35
25
90
.356
17.75
14.85
32.60
42
90
.356
16.50
14.85
31.35
40.50
6" wide
140
.229
18.50
9.55
28.05
35
Honed
140
.229
17.60
9.55
27.15
34
90
.356
29
14.85
43.85
54.50
90
.356
27.50
14.85
42.35
53
7.75
17
22
8.85
8.80
17.65
23
11.90
13.75
25.65
34
thick,
finish
finish
finish
Honed
4800
For lengths over 3', add
04 43 10.85 Window
WINDOW
finish
1'
^
^
0" wide,
1
1
-1
/2"
thick
D-1
25%
85
.188
S.F.
9.25
11
thick
Cut stone, 5" x 8" plain
Foce brick on edge,
0400
Marble, 9" wide,
0900
Slate, colored, unfading,
2"
;
SILL
Bluestone, thermal top,
2"
1
:
Sill
0200
0950
160
LF.
8.35
finish,
4650
0100
D-12
'
.267
.200
sand
10" wide
4600
0050
6" wide
120
19.85
Honed 2"
1"
0-10
0" wide
4250
0020
2" wide
11.50
Honed
4200
0010
1
To 6 LF.
4100
4400
6
Ribbon, sand finish,
3750 4000
L.F. to
r
k
2" wide
Under 3 LF.
3600
S.F.
add
M/2" thick
2750
3100
1
finish
2800 2850
D-10
Ribbon, natural cleft finish, 1" thick, to 9 S.F.
2550
2700
panels
Natural cleft finish, Pennsylvania
2110
2500
thick, to
4' x 4
thick
1
brick,
8" wide
" thick
honed,
1
2" wide,
1
" thick
r
75
.213
48
.333
80
.200
5.30
8.25
13.55
18.40
85
.188
8.50
7.75
16.25
21
85
.188
8.50
7.75
16.25
21
70
.229
8.50
9.45
17.95
24
LF.
r
1
15
04 51 Flue
Masonry
Liner
04 51 10 - Clay Flue Lining 04 51 10.10 Flue Lining 0010 0020
FLUE LINING,
Crew
Daily
Labor-
Output
Hours
125
.128
8"xl2"
103
.155
0200
12"xl2"
93
0300
12"xl8"
84
0400
18"xl8"
0500
20"
X
0600
24"
X
Round,
1
0
Total
Costs
Equipment
Ind
Total
O&P
5.30
5.30
10.60
13.85
7.85
6.40
14.25
18.45
.172
10.20
7.10
17.30
22
.190
20
7.85
27.85
34
75
.213
26
8.80
34.80
42.50
20"
66
.242
40
10
50
59.50
24"
56
.286
51.50
11.80
63.30
74.50
66
.242
37
10
47
47
.340
72
14.05
86.05
D-1
.60
26.667
1,375
1,100
2,475
3,200
"
.60
26.667
1,800
1,100
2,900
3,650
1
8" diameter
24" diameter
1100
Labor
—
0100
1000
Material
including mortar
8" X 8"
Cloy,
2014 Bare Unit
V.L.F.
56 101
04 5410 - Refractory Brick Work 04 5410.10
Fire Brick
0010
FIRE BRICK
0012
Low
0050
0020 0050
3000°F
High duty,
04 54 10.20 0010
2000°F, 9" X 2-1/2" X 4-1/2"
duty,
M "
Fire Clay
FIRE CLAY Gray, high duty,
1
00
lb.
100
lb.
bag
drum, premixed (400
brick per
drum)
Bag
30
30
33
Drum
41
41
45
04 57 10 - Brick or Stone FIrepiaces 04 57 10.10 Fireplace 0010 0100 0110
FIREPLACE Brick fireplace, not inch foundations or
30"
X
29" opening,
chimneys
chamber, plain brickwork
inch
D-1
.40
40
Fa.
0200
Fireplace
0300
For elaborate brickwork and details, add
0400
For hearth, brick
0410
For steel, damper, cleanouts, odd
0600 0800
box only (110
&
2
brick)
stone, add
size,
1,650
2,200
3,125
8
157
330
487
675
330
535
730
165
184.40
274
35% D-1
Plain brickwork, incl. metal circulator
Face brick only, standard
550
/
ff
8" x 2-2/3" x 4"
2
8
4
4
Ea.
205 19.40
35%
.50
32
r
985
1,325
2,310
3,100
.30
53.333
M
550
2,200
2,750
3,950
200
.040
S.F
3.92
1.83
5.75
7.15
200
.040
8.05
1.83
9.88
11.70
04 71 10.10 Simulated Brick 0010 0020
SIMULATED BRICK Aluminum, boked on
colors
0050
Fiberglass ponels
0100
Urethane pieces cemented
0150
Vinyl siding panels
0160
Cement base,
brick, incl.
0170
Corner
0180
Stone face,
0190
116
Corner
incl.
1
in
Carp
150
.053
8.25
2.45^
10.70
12.80
- -
200
.040
9.70
1.83
11.53
13.55
D-1
100
.160
50
.320
100
.160
S.F.
50
.320
V.L.F.
mastic
mastic
mastic
k
1r V.
.F.
9.65
6.60
16.25
20.50
20.50
13.20
33.70
42.50
8.90
6.60
15.50
19.85
20.50
13.20
33.70
42.50
r
04 72 Cast Stone Masonry 04 72 10 - Cast Stone Masonry Features Daily
Lobor-
Output
Hours
Unit
75
.213
IF.
wall
70
.229
04 72 10.10 Coping 0010
0050
COPING,
Crew
1
0" wide, 4" topers
to 3-1
/2"
0"
/2", 8" wall
D
1
0100
1
2" wide,
0110
1
4" wide, 4" topers
to 3-1
/2",
1
2" wall
65
.246
0150
1
6" wide, 4" tapers
to 3-1
/2",
1
4" wall
60
.267
40 90
80 90
3-1
tapers to 3",
0250
Precast concrete corners
0300
Limestone
0500
Total
Costs
Equipment
Labor
Totol
IncI
O&P
stock units
Precast concrete,
6"
0350
2014 Bare Material
for
2"
1
wall,
4"
1
thick
thick
Marble, to 4" thick, no wash, 9" wide
2" wide
0550
1
0700
Terra cotta,
9" wide
2" wide
0750
1
0800
Aluminum,
for
1
2" wall
17.10
8.80
25.90
32.50
18.45
9.45
27.90
35
20.50
10.15
30.65
38
- -
22
11
33
41.50
.400
Ea.
29
16.50
45.50
56.50
.178
L.F.
14.70
7.35
22.05
27.50
.200
22
8.25
30.25
37
.178
13.70
7.35
21.05
26.50
80
.200
15.70
8.25
23.95
30
90
.178
6.15
7.35
13.50
17.95
80
.200
8.40
8.25
16.65
22
80
.200
8.90
8.25
17.15
22.50
04 72 20 - Cultured Stone Veneer 04 72 20.10 Cultured Stone Veneer Components 00] 0
0110
CULTURED STONE VENEER COMPONENTS On wood frame and sheathing
0120 Random
0130
Horizontal lined ledgestones, corner stones
0160
Field stones
Random shaped
0170
0180
Random shaped
0220 On
concrete or
CMU
random sized cobbles, corner stones
substrate,
Field stones
Random
0270
sized flats, corner stones Field stones
Horizontal lined ledgestones, corner stones
0290
Field stones
Rondom shaped
0310
flats,
corner stones
Field stones
Random shaped/textured
0330
face, corner stones
Field stones
Random shaped
0350
river rock,
corner stones
Field stones
0360
Cultured stone veneer,
0370
Expanded metal
0390
corner stones
river rock,
Field stones
0250
0340
face, earner stones
Field stones
0210
0320
corner stones
Random shaped/textured
0200
0300
flats,
Field stones
0190
0280
sized flats, corner stones Field stones
0150
0260
0-8
random sized cobbles, corner stones
Field stones
0140
0240
substrate,
Water table
or
lath,
#1 5
felt
weather
resistant barrier
diamond, 2.5 Ib./S.Y., galvanized
window
sill,
1
8" long
1
.571
V.LF.
9.10
24
33.10
46.50
.286
S.F.
6.65
12.05
18.70
25.50
70
.571
V.L.F.
9.35
24
33.35
47
140
.286
S.F.
7.55
12.05
19.60
26.50
75
.533
V.L.F.
9.30
22.50
31.80
44.50
150
.267
S.F.
6.85
11.25
18.10
24.50
65
.615
V.LF.
9.30
26
35.30
49.50
150
.267
S.F.
6.85
11.25
18.10
24.50
65
.615
V.LF.
9.10
26
35.10
49.50
130
.308
S.F.
6.85
12.95
19.80
27.50
65
.615
V.LF.
9.10
26
35.10
49.50
130
.308
S.F.
6.85
12.95
19.80
27.50
70
.571
V.L.F.
8.45
24
32.45
46
140
.286
S.F.
6.30
12.05
18.35
25.50
70
.571
V.L.F.
8.70
24
32.70
46
140
.286
S.F.
7.20
12.05
19.25
26.50
75
.533
V.LF.
8.60
22.50
31.10
44
150
.267
S.F.
6.50
11.25
17.75
24.50
70
.571
V.LF.
8.60
24
32.60
46
140
.286
S.F.
6.50
12.05
18.55
25.50
65
.615
V.LF.
8.45
26
34.45
49
130
.308
S.F.
6.55
12.95
19.50
27
65
.615
V.L.F.
8.45
26
34.45
49
130
.308
S.F.
6.55
12.95
19.50
27
3700
.002
Sq.
5.40
.08
5.48
6.05
Lath
85
.094
S.Y.
3.05
3.82
6.87
8.95
Brie
80
.100
Ea.
9.50
4.56
14.06
17.40
IClab 1
70
140
117
mm
04 73 A^nufactured Stone Masonry 04 73 20 - Simulated or Manufactured Stone 04 73 20.10 Simulated Stone 0010
Daily
Labor-
Crew
Output
Hours
Unit
L-4
200
.120
S.F.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
Ind
O&P
SIMULATED STONE '
Insulated fiberglass panels,
118
5/8"
ply backer
10.55
5.15
15.70
19.60
Estimating Tips
may
bare equipment cost for these shop
openings
fabricated items
openings for individual pipes or
is for field
exist.
Small
I
05 05 00
Common Work •
Results for Metals •
Nuts, bolts, washers, connection
and the estimated
cost.
As
commonly
field-bolted connections lateral
The
with
terminations are part of the deck package, such as screed angles and
pour stops, and others will be part
metals
and delivery
attached to structural
of long lengths of mill
Material
plates.
and
The estimator must ensure
that all
pieces are accounted for in the
welding rods should be added to
complete estimate.
masonry walls or x-bracing. The estimator should be aware,
and bare equipment cost for these items is for both field fabrication
05 50 00 Metal
however, that shop connections
and
Fabrications
may be accomplished by welding The method may be
and include time for cutting, welding and drilling in the fabricated metal items. Drilling into concrete and fasteners to
may have an impact on
the
estimated cost.
work
are not included and
should be added to the estimate.
items can be obtained from
two sources: a fabrication shop or
a
shops can fabricate items under
• In
any given project the
total
weight of open web steel
joists is
of labor
This
is
minimizing the amount
used to place the
joists.
done by maximizing the
joist spacing,
and most items
and therefore
minimizing the number
of joists
indicated as being shop fabricated.
Certain spacings and locations
be required by the design, but in
cost for these
the
may
other cases maximizing the spacing
'Invoice Cost" from the shop and
and keeping
includes the mill base price of steel
it
as
uniform as
possible will keep the costs down.
plus mill extras, transportation to
05 30 00 Steel Decking
where warranted, shop fabrication and handling, sandblasting and a shop coat of detailing
all
structural bolts, job site.
No part
The
necessary
and delivery
•
The
takeoff and estimating of
metal deck involves more than simply the area of the floor or roof
and the type to the
bare labor cost and
available
plates are very
for the
main
stringers
places as possible.
The
should be pre-assembled and
shipped directly to the field
detail
site.
The
connections should be simple
and straightforward to be accomplished efficiently, and with minimum equipment and labor.
required to be installed on the joh.
The bare material
the shop, shop drawings and
many
stairs
However, economies can be
Metal Fabrications, are
primer paint,
Commonly
and tees members. Risers and treads are usually made by specialty shops, and it is most in as
supported and the design.
line items in this structural
is
assembly.
A36 channels and
economical to use a typical
determined by the loads to be
realized in
and
most importantly, a uniform and relatively simple method of field
Framing
and contractors.
shop fabricated items
common
materials, standard details,
for the carrier
long mill shapes to both
in 05 50 00
are those that use
steel stairs
of the stairs, as are angles
service centers serve as a source of
steel subdivision,
The most economical
05 20 00 Steel Joist
more controlled conditions than can crews in the field. They are also more efficient and can produce items more economically. Metal
fabrication shops
•
good choices
metals service center. Fabrication
Most
labor cost
field installation or erection,
other
• Steel
The bare
fasten field fabricated items to
05 10 00 Structural Steel
members
and cast-in-place angles and
the estimate.
and
such as angles
of the steel contract,
site.
will be
some deck
elements of the building, such as
particular to the fabrication shop
or
Additionally,
service center, material handling,
costs for structural bolts
bracing supplied by other
The estimator
who
supplying this reinforcing.
is
and includes the
shapes to the job
or bolting.
•
bare material cost
items
but larger
require special deck
should determine
extras, transportation to the
construction," consists generally of
may
structural support.
mill base price of steel plus mill
referred to as '^simple
be drilled after the
installed,
are indicated as being field
service center
steel construction,
is
lengths as well as reinforcing or
5,
the 'Invoice Cost" from the metals
accessories.
Type 2
23.40 Lightweight Framing, and
openings
for these field fabricated
a rule of
thumb, add 10% to the total weight to account for these
•
Line items in Subdivision 05 12
floor/roof
fabricated.
tonnage of a structural steel job !
conduits
other items scattered in Division
and plates can add a significant amount to both the angles,
may
installation or erection.
shown on
of
deck specified or
the drawings.
different sizes
and types
Many
Reference Numbers Reference numbers are shown in
shaded boxes
information
of this publication may be reproduced, stored in a retrieval system, or transmitted in any form by any means without prior written permission of RSMeans, a division of Reed Construction Data.
the beginning of
may
be an estimating
procedure, an alternate pricing
method, or technical information. Note:
Not
all
subdivisions listed
here necessarily appear in this publication.
of
at
some major classifications. These numbers refer to related items in the Reference Section. The reference
05 01 Maintenance of Metals 05 01 10 - Maintenance of Structural Metal Framing Labor-
Crew
Output
Hours
Unit
IPsst
400
.020
S.F.
05 01 10.51 Cleaning of Structural Metal Framing 0010 6125
6170
Steel surface treatments,
PDCA
/
Power
(SSPC-SP3)
tool
Pressure washing, up to
6220
Steam Water
cleaning, blasting,
600
5000
psi
@ 300
up to 25,000
5000-1 5,000 S.F./day
psi,
psi,
F,
1
1
1
Pord
250 - 2500 S.F./day
.
750 - 3500 S.F./day
6230
Brush-off blast (SSPC-SP7)
6235
Com'l blast (SSPC-SP6), loose scale, fine pwder
I r
E-
1
2.0#/S.F. sand
rust,
Tight mill scale, little/no rust, 3.0#/S.F. sand
6245
Exist coat blistered/pitted,
6250
Exist coat badly pitted/nodules,
6255
Materiol
Labor
Total
Costs
Equipment
Ind
Total
O&P
guidelines
Wire brush, hand (SSPC-SP2)
6215
6240
2014 Bare
CLEANING OF STRUCTURAL METAL FRAMING
6180
6225
| Daily
4.0#/S.F. sand '
6.7#/S.F. sand
Near white blast (SSPC-SPl 0), loose scale, fine
rust,
6260
Tight mill scale, little/no rust, 6.9#/S.F. sand
6265
Exist coat blistered/pitted,
6270
Exist coat badly pitted/nodules,
•
/.
i
5.6#/S.F. sand
9.0#/S.F. sand
.02
.81
.83
1.49^
.09
700
.011
.46
.55
.93
10000
.001
.03
.03
.05
2000
.004
.16
.16
.24
2500
.003
.13
1750
.018
.17
.75
.14
1200
.027
.33
1.10
1000
.032
.50
1.32
875
.037
825
.039«
450
.13
.19
1.06
1.58
.20
1.63
2.42
.24
2.06
3
.67
1.51
.27
2.45
3.55
1.12
1.60
.29
3.01
4.21
.071
.94
2.93
.53
4.40
6.50
325
.098
1.16
4.05
.73
5.94
8.80
225
.142
1.51
5.85
1.05
8.41
12.55
150
.213
1.89
8.80
1.58
12.27
18.40
.85
1.50
:
:
' '
^
;
1 1
.3#/S.F. sand
^
r
r
05 05 Common Work Results for Metals 05 05 05 - Selective Metals Demolition 05 05 05.10 Selective Demolition, Metals 0010
SELECTIVE DEMOLITION, METALS
R0241 19 10
0015
Excludes shores, bracing, cutting, loading, hauling, dumping
0020
Remove
nuts only up to
0030
7/8"
0040
1-3/8"
0060
diameter
7/8"
1
Sswk
1-1/4" diameter
to
to
2" diameter
Unbolt and remove structural bolts up to
0070 0140
3/4"
to
3/4"
diometer
2" diameter
Light weight framing
members, remove whole
up to 20
or cut up,
lb.
r
480
.017
240
.033
1.70
1.70
3.01
160
.050
2.56
2.56
4.51
240
.033
1.70
1.70
3.01
160
.050
2.56
2.56
4.51
240
.033
1.70
1.70
3.01
6.85
12.05
.85
Ea.
0150
21
-40
lb.
2
Sswk
210
.076
3.89
3.89
0160
41-80
lb.
3 Sswk
180
.133
6.80
6.80
4 Sswk
150
.213
10.90
10.90
19.25
E-19
48
.500
25
20
45
64.50
E-18
36
1.111
56.50
26.50
83
127
E-24
30
1.067
54
25
79
120
E-20
24
2.667
134
49
183
283
E-2
18
3.111
156
85
241
360
Sswk
96
.083
4.26
4.26
7.50
.190
9.75
9.75
17.20
.333
17.05
17.05
30
27.50
48
81
0170 0230
-120
Structural
-2
0240
1/4
0250
2-5
0260
5-10
0270
10-15
0340
lb.
members, remove whole
or cut up, up to
500
lb.
tons
tons tons tons
Fabricated item, remove whole or cut up, up to
20
lb.
1
0350
21-40
lb.
2
Sswk
84
0360
41-80
lb.
3
Sswk
72
-120
0370
81
0380
121
- 500
lb.
501 - 1000
0390 0500
lb.
4 Sswk
60
.533
27.50
E-19
48
.500
25
20
45
64.50
36
.667
33.50
26.50
60
86
5000
.008
/f
lb.
B-2
Steel roof decking, uncovered, bare
.46
.30
.30
S.F.
05 05 13 - Shop-Applied Coatings for Metal 05 05 13.50 Paints and Protective Coatings 0010 5900
PAINTS
AND PROTECTIVE COATINGS
Galvanizing structural steel
5950
1
6000
Over 20 tons
120
ton to
20
tons
in
shop, under
1
ton
R050516-30
Ton
550
550
605
505
505
555
460
460
505
05 05 [05
Common Work Results for Metals
0519 -
Post-Installed Concrete Anchors Daily
Labor-
Crew
Output
Hours
Unit
B-89A
Ea.
05 05 19.10 Chemical Anchors 0010
2014 Bare Material
Labar
Total
Costs
Equipment
Ind
Total
O&P
CHEMICAL ANCHORS ^
0020
Includes layout
1430
Chemical anchor, w/rod
drilling
& epoxy
3/4"
/2"
27
.593
1435
1" diameter X 11-3/4" long
24
1440
1-1/4" diameter X 14" long
21
1445
1-3/4" diameter
15" long
1450
18" long
1455
2" diameter x
1460
24"
X
cartridge,
diem, x 9-1
long
8" long
1
9.75
25
4.30
39.05
54
.667
16.70
28
4.84
49.54
67
.762
36
32
5.55
73.55
95.50
20
.800
64.50
33.50
5.80
103.80
129
17
.941
77.50
39.50
6.85
123.85
154
16
1
102
42
7.25
151.25
185
15
1.067
132
45
7.75
184.75
224
90
.089
85
.094
[§
85
[G]
80 80 75
long
05 05 19.20 Expansion Anchors 0010
0100 0200
EXPANSION ANCHORS Anchors for concrete, brick or stone, no loyout and Exponsion shields, zinc,
1-3/8"
0300
3/8"
0400
0600
1
0700
/2"
5/8"
0800
/2"
3/4"
1000 1100
3-1
2300
1
2600
3400 3500
3600 3700 3800 3900 4000 4100
4.56
6.85
4.32
4.91
7.30
.094
.81
4.32
5.13
7.55
.100
1.32
4.59
5.91
8.55
.100
1.62
4.59
6.21
8.90
.107
2.10
4.89
6.99
9.85
75
.107
2.85
4.89
7.74
10.70
70
.114
2.99
5.25
8.24
11.40
70
.114
3.25
5.25
8.50
11.70
65
.123
5.80
5.65
11.45
15.10
160
.050
.23
2.29
2.52
3.79
150
.053
.23
2.45
2.68
4.02
150
.053
.40
2.45
2.85
4.21
140
.057
.58
2.62
3.20
4.68
140
.057
.62
2.62
3.24
4.72
130
.062
.61
2.82
3.43
5
85
.094
.19
4.32
4.51
6.85
80
.100
.25
4.59
4.84
7.40
80
.100
.26
4.59
4.85
7.40
75
.107
.35
4.89
5.24
7.95
75
.107
.34
4.89
5.23
7.90
70
.114
.50
5.25
5.75
8.65
70
.114
.82
5.25
6.07
9
[§
60
.133
1.24
6.10
7.34
10.80
®
60
.133
1.84
6.10
7.94
11.45
50
.160
2.40
7.35
9.75
13.95
®
long, single
2-3/4"
for
® ®
long, single
long, double
gypsum
wall board, plaster or
i
1
Carp
diameter, short
® ®
diameter, short
Long Toggle
bolts, bright steel,
/8" 1
diameter, 2" long
4" long
® ®
3/1 6" diameter, 3" long 6" long
® ®
/4" diameter, 3" long 1 6" long
3/8"
diameter,
3" long
6" long
1/2"
diameter,
4"
long
6" long
[G]
r
1/4"
diameter, 1" long
115
131.35
195
2.857
21
131
152
226
3.333
25.50
153
178.50
264
2.500
17.60
115
132.60
196
2.857
22.50
131
153.50
227
2.40
3.333
28
153
181
267
90
.089
.37
4.08
4.45
6.70
85
.094
.41
4.32
4.73
7.10
85
.094
.65
4.32
4.97
7.35
80
.100
.78
4.59
5.37
7.95
2.500
2.80
4300
2" long
2.40 3.20 2.80
Nylon nailing anchor,
Metal nailing anchor,
4500
1-1/2" long
4600
2" long
5100 5700 5800 5900 6000
Ea.
16.35
3.20
1-1/2" long
5000
1f
Nailing anchors
4200
4400
Ea.
tile
1^
Long
1/4"
2800
3300
4.08
.59
Carp
long, single
diameter, short
3/1 6"
2700
3200
2-5/8"
.48
1
Long
2500
3100
2-1/16"
® ®
long, double
5/1 6"
Hollow wall anchors
2400
long, single
long, double
diameter,
2100
/8"
M /2"
diameter,
2-3/4"
0900
single
long, double
diometer,
2-1
drilling
diameter, 1-5/1 6" long,
long, double
diameter,
2"
0500
3000
/4" 1
Screw anchors
/4" 1
for concrete,
stone
&
tile,
Lag screw shields,
diameter,
1
1
" long
no layout or
drilling
included
4" diameter, short 1 /
diameter, short
Long
C
masonry.
1
Long
3/8"
Carp
®
Carp
Ea.
121
05 05 Common Work Results for Metals 05 05 19 - Post-Installed Concrete Anchors
|
05 05 19.20 Expansion Anchors 6100
/2"
1
6200
Crew
diometer, short
1
Carp
Long
5/8"
6300
®
diameter, short
Doily
Labor-
Output
Hours
Unit
80
.100
Fa.
75
70 65
2014 Bore Material
Labor
Total
Costs
Equipment
Total
Incl
;
oap '
1.05
4.59
5.64
8.25
.107
1.18
4.89
6.07
8.85
.114
1.81
5.25
7.06
10.10
.123
2
5.65
7.65
10.90
rj
J
1
6400
Long
6600
#6 & #8, 3/4"
Lead,
#10 -#14,1-1/2"
6800
#16 & #18, 1-1/2"
6900
#6 , 3/4"
Plastic,
[U
long
6700
long
[G]
long
long
260
.031
.18
1.41
1.59
2.38
200
.040
.29
1.83
2.12
3.15
160
.050
.39
2.29
2.68
3.97
260
.031
.04
1.41
1.45
2.22
240
.033
.04
1.53
1.57
2.40
J
220
.036
.05
1.67
1.72
2.63
1
160
.050
.07
2.29
2.36
3.62
j
7000
#8
, 7/8"
7100
#10&
7200
#14 a #16, 1-1/2"
8000
Wedge
long
#12,1 "long long
r
anchors, not including layout or
drilling
-
r
«
R
8050
Corbon
steel,
1
/4"
3-1/4"
8100
diameter,
1
-3 /4" long
Carp
.053
140
2.45
2.85
4.21
.057
.53
2.62
3.15
4.62
145
.055
.49
2.53
3.02
4.44
140
.057
.86
2.62
3.48
4.99
140
.057
.97
2.62
3.59
5.10
125
.064
1.66
2.93
4.59
6.35
®
130
.062
1.69
2.82
4.51
6.20
ID
115
.070
3.60
3.19
6.79
8.90
115
.070
2.81
3.19
6
8
95
.084
6.40
3.86
10.26
13
100
.080
9.05
3.67
12.72
15.60
85
.094
11.75
4.32
16.07
19.60
75
.107
12.70
4.89
17.59
21.50
H]
long
150
.40
1
Fa.
^
3/8"
8150
diameter, 2-1
/4"
long
®
5" long
8200
8250
/2"
1
diameter,
2-3/4"
j
long
7" long
8300
5/8"
8350
diameter, 3-1 /2" long
8-1/2"
8400
3/4"
8450
long
diameter,
4-1/4" long
10" long
8500
1" diameter, 6" long
8550 8575
9" long
8600
1
® ®
2" long
1-1/4" diameter, 9" long
8650
12" long
8700
70
.114
24
5.25
29.25
34
60
.133
30.50
6.10
36.60
43
r
8750
For type
303
stainless steel,
add
350%
8800
For type
316
stainless steel,
add
450%
8950
Self-drilling
8960 8970
concrete screw, hex washer head,
2-1
/4"
Phillips flat
x
1-3/4" long
® ® E
1
Carp
[G]
long
head,
2-1/4"
8980
3/1 6" diom.
3/1 6" diam.
x
1-3/4" long
long
-
300
.027
.20
1.22
1.42
2.11
250
.032
.23
1.47
1.70
2.51
300
.027
.20
1.22
1.42
2.11
.23
1.47
1.70
2.51
.17
1.06
.03
1.26
2.09
Fa.
;
^r
250
F-25
400
.020
.032
T
:
05 05 21 - Fastening Methods for Metal 05 05 21.10 Cutting Steel 0010
CUTTING STEEL
0020
Hand burning,
0050
Steel to
1
incl.
preparation, torch cutting
/4"
thick
&
grinding, no staging
IF.
0100
1
/2"
thick
320
.025
.32
1.33
.04
1.69
0150
3/4"
thick
260
.031
.53
1.63
.04
2.20
0200
1" thick
200
.040
.76
2.12
.06
2.94
05 05 21.15 0010 1910 1920
1945
1950 1955
122
4.64
1
DRILLING STEEL Drilling
a
layout for steel, up to
Holes,
1
/4"
1
/2"
deep, no anchor 1
/4" 1
depth, add
diometer
For eoch additional
1
/4"
diameter
For eoch additional
3/8"
1935
1940
!
3.51
Drillins Steel
1925
1930
y
2.73 '
1/4"
depth, add
diameter
For each additional
1/4"
depth, add
5/8" diameter For each odditional
1
/4"
depth, odd
Sswk
112
.071
.08
3.65
3.73
6.55
336
.024
.08
1.22
1.30
2.24
104
.077
.09
3.93
4.02
7.05
312
.026
.09
1.31
1.40
2.41
96
.083
.09
4.26
4.35
7.60
288
.028
.09
1.42
1.51
2.61
88
.091
.13
4.65
4.78
8.35
.13
1.55
1.68
2.88
264
Fo.
.030 4
Common Work Results for Metals
05 05
05 05 21 - Fastening Methods for Metal 05 05 21.15 Drilling Steel 3/4"
1960
Crew
diameter
1
For each odditional
1965
7/8"
1970
1
depth, add
diameter
1/4"
For each additional
1975
/4"
Sswk
depth, add
1" diameter
1980
1/4"
For each additional
1985
1990
depth, add
r
Daily
Labor-
Output
Hours
Unit
80
.100
Ea.
240
.033
.17
1.70
1.87
3.19
72
.111
.22
5.70
5.92
10.25
216
.037
.22
1.89
2.11
3.58
64
.125
.23
6.40
6.63
11.55
192
.042
.23
2.13
2.36
4.01
2014 Bare Material
.17
Labor
Total
Costs
Equipment
5.10
O&P
Ind
Total
5.27
9.20
40%
For drilling up, add
05 05 21.90 Welding Steel 0010
WELDING
STEEL,
Structural
/8" E601
R050521-20
0020
Field welding,
0200
With
1
0300
With
1
0500
With no operating engineer,
1
/2
1, cost per welder,
no operating engineer
operating engineer
operating engineer
2# weld
rod per ton
4.33
75.08
118
17.75
98.58
153
17.75
122.08
189
53
17.75
76.50
E-14
8
1
E-13
8
1.500
4.33
E-12
8
2
4.33
E-14
8
1
2
4
8
2
4.33
100
17.75
122.08
189
2
8
r
17.30
400
71
488.30
755
150
.053
L.F.
.22
2.83
.95
75
.107
.43
5.65
1.89
7.97
Hr.
Ton
100
4.33
53
17.30
212
17.75
75.08
118
300.30
470
t
8# E6011
0600 0800
per ton
With one operating engineer per welder,
2# E601
1
E-12
per ton
t
8#E6011
0900 1200
Continuous
1300
Single pass,
3/1 6"
1500
1/4"
1610
down welding
fillet,
1400
5/1
per ton
/8"
1
thick,
thick,
3 passes,
3/8"
2010
4 passes,
/2" 1
2200
5 to 6 passes,
1800
2400 2600
8
thick,
thick,
3/4"
joint
.160
.65
8.50
2.84
11.99
18.85
.211
.87
11.20
3.74
15.81
25
0.5#/L.F.
30
.267
1.08
14.15
4.73
19.96
31.50
0.7#/L.F.
22
.364
1.52
19.30
6.45
27.27
43
12
.667
2.81
35.50
11.85
50.16
78.50
6
1.333
5.20
71
23.50
99.70
11.85
48.43
76.50
thick,
thick,
1
.3#/L.F.
2.4#/L.F.
157
20% 300%
welding, add
joints,
6.30
12.55
50
5%
For semi-automatic welding, obstructed joints, deduct
Exposed
4
38
0.4#/L.F.
11 passes, 1"
Overhead
3000 4000
E-14
0.1#/L.F.
For vertical joint welding, add
2700
2900
to
thick,
0.2#/L.F.
0.3#/L.F.
thick,
6"
71
deduct
15%
r
Cleaning and welding plates, bars, or rods
4010
to existing
beams, columns,
or trusses
E-14
12
.667
LF.
1.08
35.50
ISswk
140
.057
Ea.
.06
2.92
2.98
5.20
140
.057
.07
2.92
2.99
5.25
130
.062
.10
3.14
3.24
5.65
130
.062
.15
3.14
3.29
5.70
120
.067
.17
3.41
3.58
6.20 5.70
05 05 23 - Metal Fastenings 05 05 23.10 Bolts and Hex Nuts 0010 0100
BOLTS
& HEX NUTS, 1/4"
Steel,
diameter,
0200
T'long
0300
2" long
0400
3" long
0500 0600
A307
1/2"
long
4" long
3/8"
diameter, 1" long
m m m m m m m m
130
.062
.14
3.14
3.28
130
.062
.18
3.14
3.32
5.75
0700
2" long
0800
3" long
120
.067
.24
3.41
3.65
6.25
0900
4" long
120
.067
.30
3.41
3.71
6.35
1000
5" long
115
.070
.38
3.56
3.94
6.70
120
.067
.40
3.41
3.81
6.45
120
.067
.46
3.41
3.87
6.50
115
.070
.75
3.56
4.31
7.15
no
.073
1.05
3.72
4.77
7.70
105
.076
1.38
3.89
5.27
8.35
120
.067
.98
3.41
4.39
7.10
120
.067
1.09
3.41
4.50
7.20
115
.070
1.59
3.56
5.15
8.05
1100
1/2"
diameter, 1-1/2" long
1200
2" long
1300
4" long
1400
6" long
1500
8" long
1600
5/8"
diameter, 1-1/2" long
1700
2" long
1800
4" long
m m m m m m m
123
05 05 Common Work Results for Metals 05 05 23 - Metal Fastenings Daily
Lobor-
Output
Hours
2014 Bare
Total
Costs
j
05 05 23.10 Bolts and Hex Nuts 1900
6" long
2000
8" long
2100
10" long
3/4"
2200
diameter, 2" long
2300
4" long
2400
6" long
2500
8" long
2600
10" long
2700
1
2" long
6" long
2900
3000
1
2" long
3100
For galvanized, odd
3200
For stainless, add
m m m m m m m m m m m
ISswk
Unit
Material
Labor
Equipment
Total
IncI
O&P
no
.073
2.05
3.72
5.77
8.80
105
.076
3.06
3.89
6.95
10.20
'!
100
.080
3.87
4.09
7.96
11.45
d
120
.067
1.15
3.41
4.56
7.25
Ea.
^
1 r
no
.073
1.65
3.72
5.37
8.35
105
.076
2.12
3.89
6.01
9.20
V
95
.084
3.20
4.30
7.50
11.10
«
85
.094
4.20
4.81
9.01
13.10
80
.100
4.92
5.10
10.02
14.40
105
.076
2.69
3.89
6.58
9.80
;
90
.089
3.94
4.54
8.48
12.35
pi
75
.107.
7.10
5.45
12.55
17.40
75% 350%
ir
05 05 23.25 High Strength Bolts t
0010 0020 0100
HIGH STRENGTH BOLTS A325 Type
0170
X
3" long
5/8" diameter
X
0180
2" long
0190
3" long
0200
3/4"
0220 0250
4" long
0300
6" long
0350
8" long
7/8"
0365
0370
4" long
0380
6" long 8" long
0390 1
" diameter X
2" long
0420
3" long
0450
4" long
0500
6" long
8" long
0550
0600
1-1/4" diometer X 3" long
0650
4" long
0700
6" long
0750
8" long
1020 1170
A490, bolt-nut-washer
5/8" diameter
X
1180
2" long
1190
3" long
1200
3/4"
diameter x 2" long
1250
4" long
1300
6" long 8" long
1350 1360
set
1-1/2" long
3" long
1220
7/8"
=
m m m m m m ©
1
Sswk
.062
125
.064
120
.97
3.14
4.11
6.60
1.05
3.27
4.32
6.90
.067
1.46
3.41
4.87
7.60
125
.064
1.67
3.27
4.94
7.60
120
.067
1.79
3.41
5.20
7.95
2.20
3.56
5.76
8.70
2.70
3.41
6.11
8.95
3.23
3.56
6.79
9.85
3.95
3.72
7.67
10.90
115
.070
120
.067
[G]
115
.070
El
no
.073
105
.076
95
.084
115
.070
no
.073
105
.076
m m m m m m m m m m m m m m m m m m m m m m m
Ea.
100
.080
90
.089
105
.076
100
.080
95
.084
90
.089
85
.094
85
.094
80
.100
75
.107
70
.114
*
;
i
!
:
:
:
5.10
3.89
8.99
12.45
10.05
4.30
14.35
18.65
3.70
3.56
7.26
10.35
4.36
3.72
8.08
11.35
5.25
3.89
9.14
12.65
6.65
4.09
10.74
14.55
10.55
4.54
15.09
19.60
4.55
3.89
8.44
11.85
5.15
4.09
9.24
12.85
1
;
i
:
i
i
1
5.85
4.30
10.15
14
7.75
4.54
12.29
16.50
13.45
4.81
18.26
23.50
10.60
4.81
15.41
20
11.55
5.10
16.65
21.50
15
5.45
20.45
26
19.15
5.85
25
31.50
4.48
3.27
7.75
10.70
5.35
3.41
8.76
11.85
6.55
3.56
10.11
13.50
3.84
3.41
7.25
10.20
4.54
3.56
8.10
11.30
5.30
3.72
9.02
12.35
7.75
3.89
11.64
15.40
4.30
17.50
22
3.56
9.36
;
,
:
i
1
1
1
Sswk
125
.064
Ea. i
120
.067
115
.070
120
I
j
.067 I
115
.070
no
.073
105
.076
95
.084
115
.070
i
i
;
1
1
ll
13.20
;
diameter X 2" long
1
1_2
124
130
;
i
diameter X 2" long
3" long
0400
1-1/2" long
diameter x 2" long
3" long
0360
1-1/2" long
2" long
0150
R050523-10
1, structural steel, bolt-nut-washer set
1/2" diameter
0120
,1
f
[G]
1" diameter, 3" long
2800
Crew
i
1
12.65
1
i
.
Common Work Results for Metals
05 05
1 Wi
05 05 23 - Metal Fastenings 05 05 23.25 High Strength Bolts 1365
3" long
1370
4" long
1380
6" long
1390
8" long
Crew
m m m m m m m m m m m m
1" diameter X 2" long
1400 1420
3" long
1450
4" long
1500
6" long
1550
8" long
1-1/4" diameter X 3" long
1600 1650
4" long
1700
6" long
1750
8" long
1
Sswk
Daily
Labor-
Output
Hours
Unit
no
.073
Ea.
105
.076
100
.080
90
.089
105
2014 Bare Material
6.80
Labor
Total
Costs
Equipment
Total
O&P
IncI
3.72
10.52
14.05
8.45
3.89
12.34
16.15
11.90
4.09
15.99
20.50
17.35
4.54
21.89
27
.076
7.65
3.89
11.54
15.25
100
.080
9.30
4.09
13.39
17.40
95
.084
10.70
4.30
15
19.40
90
.089
14.35
4.54
18.89
24
85
.094
23
4.81
27.81
33.50
85
.094
37.50
4.81
42.31
49.50
80
.100
43
5.10
48.10
56.50
75
.107
60.50
5.45
65.95
76
70
.114
79
5.85
84.85
97.50
200
.040
.09
1.83
1.92
2.93
150
.053
.29
2.45
2.74
4.09
130
.062
.63
2.82
3.45
5.05
120
.067
1.13
3.06
4.19
5.95
4.80
1.667
05 05 23.30 Lag Screws 0010 0020
LAG SCREWS Steel,
1
/4"
H]
diameter, 2" long
0100
3/8"
diameter, 3" long
0200
/2" 1
diameter, 3" long
0300
5/8"
diameter, 3" long
1C arp
m m
Ea.
05 05 23.35 Machine Screws 0010
0020
MACHINE SCREWS #8x1"
Steel, round head,
E m
long
X 2" long
1
Carp
80.29
122
159.10
243
97.50
149
191.50
292
147
147
161
435
435
475
3.79
C
0110
#8
0200
#10x1"
long
4
2
6
0300
#10 X 2" long
2
4
8.50
2.40
3.333
6.10
76.50
153 91.50
183
05 05 23.50 Powder Actuated Tools and Fasteners 0010 0020
POWDER ACTUATED TOOLS & FASTENERS Stud
0100 0300
.27
Powder
0400 0600
driver,
.22
shot
caliber, single
semi automatic,
caliber,
strip
load, single shot, .22 cal,
Strip,
Drive pin,
.27
cal,
.300
X
power
3/4"
Ea.
power
level 2,
brown
C
level 4, red
long
1
Carp
4.80
1.667
4
2
4.80
1.667
5.30
5.80
7.60
7.60
8.35
81.36
123
4.86
76.50
12.50
91.50
7.65
76.50
84.15
126
/
.300 X 3" long with washer
0700
5.30
104
156
05 05 23.55 Rivets 0010 0100
RIVETS Aluminum
rivet
mandrel,
Aluminum
rivet, steel
0400 Copper
0800
Stainless rivet
0900
1500
1600
mandrel,
1
/8"
x
1
/8"
diameter
rivet, steel
mandrel,
&
mandrel,
3/16"
diameter
1
1
/8"
/8"
1
diameter
diameter
/8"
diameter
3/1 6" diameter Steel rivet
and mandrel,
3/16"
1300 1400
grip length
Stainless rivet, steel mandrel,
1100 1200
/2"
3/1 6" diameter
0500
1000
1
3/1 6" diameter
0200 0300
&
Hand
1
diameter
/8"
diameter
diameter
[G]
1
Carp
m m m m m m m m m m
4
2
11.40
91.50
102.90
155
4.80
1.667
10.25
76.50
86.75
129
16.45
91.50
107.95
160
9.10
76.50
85.60
128 147
4
2
4.80
1.667
4.80
1.667
26
76.50
102.50
4
2
36
91.50
127.50
182
4.80
1.667
15.65
76.50
92.15
135
4
2
25.50
91.50
4.80
1.667
7.40
76.50
83.90
126
91.50
103.50
155
4
riveting tool, standard
C
2
^
r Ea.
380
Deluxe
Power
riveting tool, stondard i
1700
Deluxe
12
71.50
r
117
71.50
380
170
78.50
420
570
570
625
3,600
3,600
3,950
125
Common Work Results for Metals
05 05
05 05 23 - Metal Fastenings Doily
Labor-
Crew
Output
Hours
Unit
ISswk
240
.033
Ea.
216 232 208 224
200 216
05 05 23.70 Structural Blind Bolts 0010 0100
1/4" diameter
X
1/4"
grip
diameter x
1/2"
grip
/2"
grip
3/4"
grip
1/2"
3/8"
0250 0300
3/4" 1
/2"
m m m m m m m m
grip
grip
diameter x
0350
3/4"
0400
5/8" diameter
0450
Total
Costs
Equipment
Labor
Total
IncI
O&P
STRUCTURAL BLIND BOLTS
0150 0200
2014 Bare Material
1
grip
X
T'grip
1.24
1.70
2.94
4.37
.037
1.33
1.89
3.22
4.80j
.034
1.75
1.76
3.51
5.05
.038
1.84
1.97
3.81
5.50
.036
3.99
1.82
5.81
7.60
.040
5.60
2.04
7.64
9.75
.037
8.25
1.89
10.14
12.45
192
.042
9.50
2.13'
11.63
14.20
24
.667
20
.800
24
.667
26.50
34
60.50
89
20
.800
52.50
41
93.50
130
24
.667
11.50
34
45.50
72.50
20
.800
23
41
64
97.50
24
.667
29
34
63
20
.800
52.50
41
93.50
130
24
.667
51.50
34
85.50
117
24
.667
77
34
111
145
24
.667
91
34
125
160
24
.667
120
34
154
192
05 05 23.80 Vibration and Bearing Pads 0010 0300
VIBRATION & BEARING PADS
Neoprene bearing pads,
Felt surfaced vinyl pads, cork
Teflon
bonded
to
1
3/32" Bonded
psi,
1
/2"
thick
and
sisal,
5/8"
thick
to
Circular
0 go. carbon
steel,
1
/32"
layer
layer
0 ga.
1
3/32"
1900
2100
5000
1" thick
1600 1800
thick
1" thick
1300 1500
/2"
1
Fabric reinforced neoprene,
1000 1200
2Sswk
thick
1" thick
0700 0900
/2" 1
1" thick
0400 0600
4
Laminated synthetic rubber impregnated cotton duck,
stainless steel,
1
/32"
layer
layer
machine
leveling
- r
S.F.
r
pad & stud
69
34
103
136
135
41
176
221
6.45
Kip
92
6.45
7.10
05 05 23.85 Weld Shear Connectors
r
1
0010
WELD SHEAR CONNECTORS 3/4"
r
diameter, 3-3/1 6" long
[§
960
.017
0030
3-3/8" long
1^
950
.017
0200
3-7/8" long
[G]
945
0300
4-3/1 6" long
935
0500
4-7/8"
0600
5-3/1 6" long
0800
5-3/8" long
0900
6-3/1 6" long
1000
7-3/1 6" long
1100
8-3/1 6" long
0020
1500
7 /8"
® ® ® ® ©
long
diameter, 3-1
1600
4-3/1 6" long
1700
5-3/1 6" long
1800
6-3/1 6" long
1900
7-3/1 6" long
2000
8-3/1 6" long
E-IO
6" 1 /1
long
® ® ® ®
.53
.87
.49
1.89
2.66
.56
.88
.50
1.94
2.71
.017
.60
.88
.50
1.98
2.77
.017
.63
.89
.51
2.03
2.82
930
.017
.70
.90
.51
2.11
2.91
920
.017
.73
.91
.52
2.16
2.97
910
.018
.74
.92
.52
2.18
3
905
.018
.81
.92
.52
2.25
3.10
895
.018
.93
.53
2.46
3.32
3.45
Fa.
1
1
890
.018
1.10
.94
.53
2.57
920
.017
.86
.91
.52
2.29
3.12
910
.018
.93
.92
.52
2.37
3.21
905
.018
1.05
.92
.52
2.49
3.37
895
.018
1.17
.93
.53
2.63
3.51
890
.018
1.30
.94
.53
2.77
3.67
880
.018
1.42
.95
.54
2.91
3.83
1120
.014
.35
.74
.42
1.51
2.17
05 05 23.87 Weld Studs 0010
WELD STUDS
0020
1/4"
0100 0200 0300
diameter,
4-1
3/8"
/8"
4-1 /8"
E-10
long
long
diameter,
6-1/8"
2-11/16"
long
m la. m m
^
long
Eo.
1080
.015
.33
.77
.44
1.54
2.20
1080
.015
.38
.77
.44
1.59
2.26
1040
.015
.49
.80
.46
1.75
2.45
.35
.80
.46
1.61
2.30
.43
.81
.46
1.70
2.42
.50
.83
.47
1.80
2.53
^
1040
.015
0500
3-1/8" long
1025
.016
0600
4-1/8"
1010
0400
1/2"
diameter,
2-1/8"
long
:
long J
126
.016
i
i
Common Work Results for Metals
05 05 05 05 23
Metal Fastenings
05 05 23.87 Weld Studs 0700
5-5/1 6" long
0800
6-1
/8"
long
0900
8-1
/8"
long
1000
5/8"
diameter,
2-11/16"
1010
4-3/1 6" long
1100
6-9/1 6" long
1200
8-3/16"
m m m m m m
long
long
Daily
Labor-
Crew
Output
Hours
Unit
E-10
990
.016
Ea.
.62
.84
.48
1.94
2.70
975
.016
.67
.86
.49
2.02
2.79
/
2014 Bare Material
Labor
Totol
Costs
Equipment
Total
IncI
O&P
960
.017
.95
.87
.49
2.31
3.11
1000
.016
.61
.83
.48
1.92
2.67
990
.016
.76
.84
.48
2.08
2.86
975
.016
.99
.86
.49
2.34
3.14
960
.017
1.33
.87
.49
2.69
3.53
2.16
2.16
2.38
1.95
1.95
2.15
1.83
1.83
2.02
2.20
2.20
2.42
1.98
1.98
2.18
1.86
1.86
2.05
05 05 23.90 Welding Rod 0010 0020
WELDING ROD Steel, type
601
/8"
1
500#
0100
5/32"
500#
0320
2,000# 3/16"diom.,
0600
2,000# Steel, type
0,
Steel, type
0670
2,000#
to
7024
500#
2,000#
to
diam., less than
5,000#
to
500#
diam., less than
1
/8"
diam., less than
500#
5,000# 1
/8"
diom., less than
10#
60#
10#
to
1570
Over
60#
Aluminum, type 5356
1620
/8" 1
5,000#
Aluminum, type 4043 TIG,
1610
500#
2,000#
to
1560
1900
5,000#
Jet Weld,
0710
1600
500#
2,000#
to
0720 1550
5,000#
701 8 Low Hydrogen,
500#
Steel, type
500#
2,000#
to
0660
0700
5,000#
than
to
2,000#
0640
Lb.
2,000#
to
/8" 1
500#
0630
0650
601
to
less
0500
500#
2,000#
to
500#
0620
to
diameter, less than
0310
0400
diam., less than
2,000#
to
2,000#
0200 0300
1,
TIG,
1
/8"
diam., less than
1
0#
60#
10#
to
Over
60# /8" 1
diam., less than
500#
to
1,000#
!
i'
1920
Over 1,000#
1
Stainless steel, type 31
6/31
6L,
1
/8"
diam., less than
500# i
2100
500#
to
2220
Over
000#
1
2.09
2.09
2.30
2.22
2.22
2.44
2
2
2.20
1.88
1.88
2.07
2.15
2.15
2.37
1.94
1.94
2.13
1.82
1.82
2.01
2.43
2.43
2.67
2.19
2.19
2.41
2.06
2.06
2.26
5.10
5.10
5.65
4.61
4.61
5.05
4.33
4.33
4.77
5.45
5.45
6
4.90
4.90
5.40
4.61
5.05
22
22
24
19.75
19.75
21.50
18.55
18.55
20.50
7.10
7.10
7.85
6.40
6.40
7.05
6.05
6.05
6.65
2.19
2.77
1
1000# 1r
05 12 Structural Steel Framing 0512 23 -
2.44
5
1;
2000
2.71
2.22
I
j
500#
2.46
4.61
Cast iron, type 8 Nickel,
1910
2.46
2.22
ij
Structural Steel for Buildings
05 12 23.05 Canopy Framing 0010 0020
CANOPY FRAMING 6" and 8" members, shop fabricated
E-4
3000
E-4
.011
Lb.
60
.533
IF.
14
2.286
U1
.120
1.59
.55
.05'
05 12 23.10 Ceiling Supports 0010
CEILING SUPPORTS
1000
Entrance door/folding partition supports, shop fabricated
1100
Linear accelerator door supports
1200
Lintels or shelf angles,
hung, exterior hot dipped galv.
m
26.50 121
18.10
27.50
118 6.20
2.37
56.37
80
10.15
249.15
350
.53!
24.83
31.50
127
0
05 12 Structural Steel Framing 0512 23 -
Structural Steel for Buildings
05 12 23.10 Ceiling Supports 1250 1400
Two
coots primer point instead of golv.
Monitor support,
1450
ceiling
Hung from
1600
Motor supports
1700
Partition support for
1750
for
hung, expansion bolted
pre-set inserts
overhead doors
heavy folding
partitions,
without pocket
Supports ot pocket only
&
2000
Rolling grilles
2100
Spider-leg light supports, expansion bolted to ceiling slab
2150 2400 2500
fire
Hung from Toilet partition
door supports
pre-set inserts
support
X-ray travel gantry support
m m m m m m m m m m m
Daily
Labor-
Crew
Output
Hours
Unit
E-4
267
.120
L F.
4
8
Eo.
6
5.333
4
8
2014 Bare
;
,
r
15.65
Totol
Costs
Equipment
Labor
Material
6.20
Total
IncI
.53
22.38
O&P 28.50
420
415
35.50
870.50
1,225
450
275
23.50
748.50
1,000
214
415
35.50
664.50
1,000
*
24
1.333 .
12
2.667
34
.941
8
4
12
2.667
36
.889
60.50
L.
121 ,r
Ea.’
L. F.
51.50
69
5.90
135.40
194
f
138
11.85
270.85
390
^
4.18
104.18
147
.
48.50
172
206
17.75
395.75
575
186
138
11.85
335.85
460
46
3.95
110.45
152
138
11.85
356.85
485
13.81
60.50
f
12
2.667
780
.072
207
05 12 23»15 Columns/ Lightweight 0010 1000
1050
5800 5850
COLUMNS, LIGHTWEIGHT Lightweight units
(lally), 3-1
/2"
diameter
E-2 ff
4" diameter Adjustable jack post, 8'
maximum
2-3/4" diameter
height,
4" diameter
900
IF.
8.25
3.60
1.96
10.15
3.12
1.70
"
.062
m m
Ea.
:
17.35
14.97:
18.30
52
52
57
83
83
tf :
91.50
05 12 23.17 Columns, Structural 0010
COLUMNS, STRUCTURAL
R051 223-1
0015
Made from
0020
Shop
0800
Steel, concrete filled, extra strong pipe, 3-1
recycled materiols
fab'd for 100-ton, 1-2 story project, bolted connections
/2"
660
.085
43.50
4.26
2.32
50.08
58
4" diameter
780
.072
48.50
3.60
1.96
54.06
62
0890
5" diameter
1020
.055
58
2.76
1.50
62.26
70.50
0930
6" diameter
1200
.047
77
2.34
1.27
80.61
90
0940
8" diameter
1100
.051
2.56
1.39
80.95
90.50
.25
.28
1.76
2.22
1.61
1.87
0830
For galvanizing, odd
1300
For
1500 1600
ties,
to
1
L. F.
77 L
angles, etc., add per added
no concrete, 3"
Steel pipe, extra strong,
6"
E-2
r
1100
web
diameter
lb.
1
5" diameter
to
®
Sswk E-2
2" diameter '-0"
945
.25
3.
.008
1.33
.43
16000
.004
1.33
.18
.10
14000
.004
1.33
.20
.11
1.64
287 375
1.92
60
.933
163
47
25.50
235.50
1750
4" diameter X 12'-0"
58
.966
238
48.50
26.50
313
1800
6" diameter X 12'-0"
54
1.037
455
52
28.50
535.50
620
1850
8" diameter xl4'-0"
50
1.120
805
56
30.50
891.50
1,025
1900
10" diameter X 16'-0"
48
1.167
58.50
32
1,240.50
1,400
1950
2" diameter xl8'-0"
45
1.244
62.50
34
1,646.50
1,875
11270
.005
32000
.002
1700
3300
Steel pipe, extra strong,
1
Structural tubing, square,
3600 4000
4500
no concrete, 3" diometer x
filled,
ASOOGrB, 4"
to
6" square,
light section
® ® © ®
1,150
1
/4"
x
1
2
©
1,550
4
Lb.
L
'-0"
E-2
6"x6"xl/4"xl2'-0"
4550
Ea.
1.33
.25
.14
1.72
2.03
1.33
.09
.05
1.47
1.66
58
.966
54
1.037
F.
Ea.
219
48.50
26.50
294
350
360
52
28.50
440.50
515
56
30.50
861.50
985
58.50
32
1,540.50
1,700
8"x8"x3/8"xl4'-0"
50
1.120
775
4650
10"xl0"xl/2"xl6'-0"
48
1.167
1,450
Structural tubing, rect.,
5200 5300 5400 5500
Heavy
7"
to
5" to 6" wide,
light section
section
10" wide,
light section
Heavy section Structural tubing, rect.,
5" x 3" x 1/4" x
1
2
'-0"
® ® ® ® [D
8000
.007
12000
.005
15000
.004
18000
.003
Lb.
r
4.16
4.16
4600
5100
^
/t
add
tubing, square, 4" x 4" x
Structural
2
ID
Heavy section Concrete
1
4.57
.35
.19
1.87
2.27
.23
.13
1.69
2
1.33
.19
.10
1.62
1.89
1.33
.16
.08
1.331.331
1.57
1.82
345
58
.966
212
48.50
26.50
287
54
1.037
330
52
28.50
410.50
485
650
Ea.
5550
6"x4"x5/16"xl2'-0"
5600
8"x4"x3/8"xl2'-0"
54
1.037
485
52
28.50
565.50
5650
10"x6"x3/8"xl4'-0"
50
1.120
775
56
30.50
861.50
985
1,515.50
1,700
5700
128
12"x8"xl/2"xl6'-0"
m
48 r
1.167_
1,425
58.50
32
05 12 Structural Steel Framing 0512 23 ~
Structural Steel for Buildings
05 12 23.17 Columns, Structural 6800
W Shape, A992
2
steel,
tier,
6850
W8x31
6900
W8x48
6950
W8x67
7000
W10x45
7050
W10x68
7100
W10xll2
7150
W12x50
7200
W12x87
7250
W12xl20
7300
W12xl90
7350
W14x74
7400
W14xl20
7450
W14xl76 75
99
W8
x
m m m m m m m m m
24
Doily
Lobor-
Crew
Output
Hours
Unit
E-2
1080
.052
LF.
1080
[G]
[G]::
r
2014 Bare Moteriol
Labor
O&P
2.60
1.42
39.02
.052
45
2.60
1.42
49.02
55.50
1032
.054
70
2.72
1.48
74.20
83.50
984
.057
97.50
2.86
1.55
101.91
1032
.054
65.50
2.72
1.48
69.70
984
.057
99
2.86
1.55
103.41
116
960
.058
163
2.93
1.59
167.52
187
1032
.054
73
2.72
1.48
77.20
984
.057
127
2.86
1.55
131.41
960
.058
175
2.93
1.59
179.52
199
912
.061
277
3.08
1.68
281.76
310
984
.057
108
2.86
1.55
112.41
126
960
.058
175
2.93
1.59
179.52
199
912
.061
257
3.08
1.68
261.76
289
A
50
to
74
tons,
odd
20%
8094
25
to
49
tons,
odd
30%
10%
8096
1
0
to
24
tons,
odd
50%
25%
8098
2 to 9 tons, odd
8099
Less than 2 tons, odd
odd
1
44.50
114 78.50
86.50
146
10%
For projects
8092
tons,
Ind
Total
35
8090
to
Total
Costs
Equipment
75%
50%
100%
100%
05 12 23.20 Curb Edging 0010 0020
CURB EDGING Steel angle w/onchors, shop fabricated, on forms,
0100
2" X 2" angles, 3.92#/L.F.
0200
3"x3"ongles, 6.1#/L.F.
0300
4"
1000 1050
X
4"
1
" x
1
",
0.8#/L.F.
® ® ®
E-4
angles, 8.2#/L.F.
6"x4"ongles, 12.3#/L.F. 3" channel, 5#/L.F.
Steel channels with anchors, on forms,
® ® ®
350
.091
330 300 275
.1
1.67
4.72
.41
6.80
.097
6.65
5
.43
12.08
16.60
.107
10.50
5.50
.47
16.47
22
16
13.85
6
.52
20.37
26.50
250
.128
20.50
6.60
.57
27.67
35
290
.110
8.35
5.70
.49
14.54
19.80
9
L.F.
10.65
1100
4" channel, 5.4#/L.F.
270
.119
6.10
.53
15.63
21.50
1200
6" channel, 8.2#/L.F.
255
.125
13.85
6.50
.56
20.91
27.50
1300
8" channel, 11. 5#/L.F.
225
.142
19.10
7.35
.63
27.08
34.50
1400
10" channel, 15.3#/L.F.
180
.178
25
9.15
.79
34.94
44.50
1500
12" channel, 20.7#/L.F.
140
.229
33.50
11.80
1.01
46.31
59
35%
10%
2000
[G]
.
For curved edging, odd
05 12 23.40 Lightweight Framing 0010
LIGHTWEIGHT FRAMING
R051 223-35
0015
Mode from
0200
For load-bearing steel studs see Section
0400 0450
recycled materials
Angle framing, Less than
field fabricated,
4" and
1/2" CO
0464
l"xl"xl/8"
0466
M/4"xM/4"x3/16"
0468
1-1/2" X 1-1/2"
0470
2"x2"xl/4"
0472
2-1/2"
X X
1/2" CO
X
X
3"x2"x3/8" CO
0650 0660
Channel framing, Less thon
1/8"
2-1/2"
0476
X
R051 223-45
E-3
CO
X
3/16"
X
1/4"
CO
8" channels
8" and
larger
m m m m [H m m m m
440
.055
265
.091
200
.120
160
.150
135
.178
115
100
.77
2.82
.32
3.91
6.20
.80
4.69
.54
6.03
9.75
.16
6.20
.71
7.07
11.90
.45
7.75
.89
9.09
15.15
.64
9.20
1.05
10.89
18.10
.209
1.18
10.80
1.24
13.22
21.50
.240
1.43
12.40
1.42
15.25
25
90
.267
2.54
13.80
1.58
17.92
29
72
.333
3.26
17.25
1.97
22.48
36.50
65
.369
4.69
19.10
2.19
25.98
41
57
.421
r
5.70
22
2.49
30.19
47.50
500
.048
LI
.80
.28
3.57
5.55
Lb.
;
f
[G]
field fabricated,
C2xl.78
3.30
X
0474
CO
1
m m
0462
0600
larger
4" angles
0460
X
05 41
:
L.F.
;
:
i
2.49
t
335
.072
115
.209
LF.
.80
3.71
.42
4.93
1.42
10.80
1.24
13.46
7.90
22
129
»
0512 23 -
Structural Steel for Buildings
05 12 23.40 Lightweight Framing 0662
C3x4.1
0664
C4 X 5.4
0666
C5 X 6.7
0668
C6
0670
C7x9.8
0672
C8xll.5
0710
8.2
X
3/4"
Structural bar tee, field fabricated,
0712
1"xl"xl/8"
0714
M/2"xM/2"xl/4"
0716
2"x2"xl/4"
0718
2-1/2"
0720
3"x3"x3/8"
0730
Structural zee, field fabricated, 1-1
2-1/2"
X
/1 6" 1
3"
X
/4"
0734
6" 3-1/1 6" X 4" X 3-1/1
0736
3-1/4"
X 5" X 3-1/4"
0738
3-1/2"
X 6" X
Junior
beam,
x
1
/8"
X 2-1
1-3/4" x 1-3/4"
x
6"
2-1
0740
3/4"
3/8"
0732
X
x
1/1
3-1/2"
field fabricated,
3"
Daily
Labor-
Crew
Output
Hours
Unit
E-3
80
.300
LF.
66
.364
57 55
m m m m m m m m m m m m m m m m m
2014 Bare Material
Labor
Totol
Casts
Equipment
InclO&P
Total
3.26
15.55
1.78
20.59
33
4.29
18.85
2.15
25.29
40
.421
5.35
22
2.49
29.84
47
.436
6.30
22.50
2.58
31.38
50
40
.600.
7.80
31
3.55
42.35
67.50
36
.667
9.15
34.50
3.95
47.60
75.50
160
.150
.45
7.75
.89
9.09
15.15
135
.178
.64
9.20
1.05
10.89
18.10
114
.211
1.86
10.90
1.25
14.01
22.50
89
.270
2.54
13.95
1.60
18.09
29
72
.333
4.69
17.25
1.97
23.91
38
57
.421
5.70
22
2.49
30.19
47.50
114
.211
.60
10.90
1.25
12.75
21.50
114
.211
1.42
10.90
1.25
13.57
22
133
.180
2.14
9.35
1.07
12.56
20
133
.180
2.92
9.35
1.07
13.34
21
160
.150
4.40
7.75
.89
13.04
19.50
80
.300
4.53
15.55
1.78
21.86
34.50
4"
[G]
72
.333
6.10
17.25
1.97
25.32
39.50
0744
5"
m
67
.358
7.95
18.55
2.12
28.62
43.50
0746
6"
62
.387
9.95
20
2.29
32.24
49
0748
7"
57
.421
12.15
22
2.49
36.64
54.50
0750
8"
14.65
23.50
2.68
40.83
60.50
4.11
.34
4.45
5.10
1000 1200 1300
^
Continuous slotted channel framing system, shop fab, simple framing
7/8"
1320
1" diameter Angle,
3/4"
diameter
5"x5"x3/8"
Honging
1380
Roof frames, shop fabricated, 3'-0" square, 5' span
1400
Tie rod, not upset, 1-1
1420
Upset, 1-3/4"
/2"
to
4" diometer, with turnbuckle
[G]
Made from
Plain steel angles,
500
0200
to
Sswk
:
r
to
shop fabricated, under 500
1000
lb.
lb.
1,000
to
2,000
lb.
2,000
to
4,000
lb.
0500
0700
For engineering, add to above For galvonizing, odd to above, under
0950
500
1000
Over 2,000
2700
,2
4" diameter, with turnbuckle
For built-up angles and plates, add to above
2600
E-2
1600
.010
4.64
.51
5.15
6
700
.034
1.59
1.78
.20
3.57
5.10
\1 Lb.
850
.028
1.59
1.46
.17
3.22
4.51
1000
.024
1.59
1.24
.14
2.97
4.10
2800
.009
1.59
.44
.05
2.08
2.59
850
.028
1.59
1.46
.17
3.22
4.51
4200
.013
1.59
.67
.36
2.62
3.29
800
.020
1.72
1.02
2.74
3.69
700
.023
1.66
1.17
2.83
3.88
800
.020
1.72
1.02
2.74
3.69
700
.023
1.66
1.17
2.83
3.88
550
.015
1.02
.66
1.68
2.13
recycled materials
0100
2100
,
.453
.007
LINTELS
0020
2000
[G]
53
2400
Lintels
0015
0900
:
No turnbuckle
05 12 23.45
0300
E-3
shop fabricated
No turnbuckle
1520
0010
lintels,
[G]
m m ®
diameter
1350
1500
r
2 Sswk
Complex framing
1310
1330
'
t
Cross bracing, rods, shop fabricated,
to
Steel angles, 3-1
2,000
/2"
1
Brie
r
Lb.
640
.013
.99
.57
1.56
1.96
640
.013
.97
.57
1.54
1.93
640
.013
.94
.57
1.51
1.90
.33
.36
.13
.13
.15
.30
.30
.33
.28
.28
.30
r
.25
.25
.28
Ea.
14.30
7.75
22.05
27.50
.33
lb.
lb.
lb.
x 3",
1
/4"
thick,
2 '-6" long
4 '-6" long
4"x3-l/2", l/4"thick, 5'-0" 9'-0" long
500
m m m m m
long
m m m m
1
Brie
1 r
47
.170
26
.308
26
14.05
40.05
50
21
.381
33
17.35
50.35
62.50
12
.667
59
30.50
89.50
1
130
'1
'
0742
m ®
i
L
112
1
W-
05 12 Structural Steel Framing f
.
•
05 12 23 - Structural Steel for Buildings 05 12 23.60 Pipe Support Framing 0010 0020
PIPE
to20#/LF.
15.1
0600
Over 20#/L.F.
0512 23.65
Hours
Unit
E-4
3900
.008
Lb.
1.78
.42
.04
2.24
2.74
4300
.007
1.75
.38
.03
2.16
2.64
4800
.007
1.72
.34
.03
2.09
2.53
5400
.006
1.70
.31
.03
2.04
2.44
6.75
7.45
2014 Bare Materiol
Total
Costs
Equipment
Labor
Total
IncI
O&P
r
Plates
plates
R05 1223-80
0015
Made from
0020
For connections
recycled materials
&
stiffener plates,
0050
1/8"
thick (5.1 Ib./S.F.)
0100
1/4"
thick
(10.2 Ib./S.F.)
0300
3/8"
thick
(15.3 Ib./S.F.)
0400
1/2"
thick
(20.4 Ib./S.F.)
0450
3/4"
thick
(30.6 Ib./S.F.)
0500
1" thick (40.8 Ib./S.F.)
2100
m [U m
10.1fol5#/LF.
0400
2000
Labor-
Output
SUPPORT FRAMING
Under 10#/LF., shop fabricated
0200
0010
Daily
Crew
Steel plate,
1/4"
warehouse
thick
prices,
shop fabricated S.F.
m m [G]
6.75
13.50
13.50
14.85
20.50
20.50
22.50
27
27
29.50
40.50
40.50
44.50
54
54
59.50
no shop fabrication
m
(10.2 Ib./S.F.)
S.F.
8.05
S.F.
8.05
8.85
05 12 23.70 Stressed Skin Steel Roof and Ceiling System 0010
STRESSED SKIN STEEL ROOF & CEILING SYSTEM 00'
0020
Double panel
0100
Double panel convex roof, spans to 200'
0200
Double panel arched roof, spans to 300'
flat roof,
spans to
1
[Gl
E-2
m
1150
.049
10.60
2.44
1.33
14.37
17.25
960
.058
17.25
2.93
1.59
21.77
25.50
760
.074
26.50
3.70
2.01
32.21
37.50
600
.093
13.10
4.68
2.55
20.33
25
600
.093
22
4.68
2.55
29.23
35
600
.093
29
4.68
2.55
36.23
43
600
.093
14.60
4.68
2.55
21.83
27
600
.093
22
4.68
2.55
29.23
35
600
.093
30.50
4.68
2.55
37.73
44.50
550
.102
35
5.10
2.78
42.88
50.50
550
.102
41
5.10
2.78
48.88
57
550
.102
45
5.10
2.78
52.88
61.50
550
.102
51
5.10
2.78
58.88
68
550
.102
70
5.10
2.78
77.88
89
600
.093
17.50
4.68
2.55
24.73
30
600
.093
22
468
2.55
29.23
35
600
.093
32
4.68
2.55
39.23
46.50
600
.093
38
4.68
2.55
45.23
52.50
550
.102
48
5.10
2.78
55.88
65
550
.102
71.50
5.10
2.78
79.38
90.50
880
.064
23.50
3.19
1.74
28.43
33
880
.064
32
3.19
1.74
36.93
43
880
.064
38
3.19
1.74
42.93
49
810
.069
51
3.47
1.89
56.36
64
750
.075
73
3.75
2.04
78.79
88.50
750
.075
3.75
2.04
90.29
102
640
.088
105
4.39
2.39
111.78
125
640
.088
127
4.39
2.39
133.78
149
05 12 23.75 Structural Steel Members 0010
STRUCTURAL STEEL MEMBERS
0015
Made from
recycled materials
0020
Shop fab'd
for 100-ton, 1-2 story project, bolted connections
0100
Beam
0120
or girder,
xl5
0140
x20
0300
W8xl0
0320
xl5
0350
x21
0360
x24
0370
x28
0500
x31
0520
x35
0540 0600
x48
W10xl2
0620
xl5
0700
x22
0720
x26
0740
x33
0900
x49
1100
W12xl6
1300
x22
1500
X
1520
x35
1560
x50
1580
x58
1700
x72
1740
x87
26
W
6 x 9
R051223-10
m m m m m m m m m m m m m m m © m m m m m m m m m
E-2
L
F.
84.50
131
05 12 Structural Steel Framing 0512 23 -
Structural Steel for Buildings
05 12 23 J5 Structural Steel Members 1900 W14x26 x30
2100 2300 2320
x34 •
x43
2340
x53
2360
x74
2380
x90
2500
xl20
2700
W16x26
2900
x31
3100
x40
3120
x50
3140
x67
3300
W18x35
3500
x40
3520
x46
3700
x50
3900
x55
3920
x65
3940
x76
3960
x86
3980
xl06
4100
W21 x44
4300
x50
4500
x62
4700
X 68
4720
x83
4740
x93
4760
xlOl
4780
xl22
4900
W 24x55
5100
x62
5300
x68
5500
x76
5700
x84
5720
x94
5740
xl04
5760
xll7
5780 5800
xl46
W 27 X
84
5900
x94
5920
xll4
5940
xl46
5960
xl61
6100
W 30x99
6300
xl08
6500
xll6
6520
xl32
6540
xl48
6560
xl73
6580
xl91
6700 6900
132
W33xll8 xl30
m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m
Daily
Labor-
Crew
Output
Hours
Unit
E-2
990
.057
L.E.
900
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
[ •
O&P
38
2.84
1.54
42.38
48
.062
43.50
3.12
1.70
48.32
55
810
.069
49.50
3.47
1.89
54.86
62.50
810
.069
62.50
3.47
1.89
67.86
77
800
.070
77.50
3.51
1.91
82.92
93
^
760
.074
108
3.70
2.01
113.71
128
Vr
740
.076
131
3.80
2.07
136.87
153
720
.078
175
3.90
2.12
181.02
201
1000
.056
38
2.81
1.53
42.34
48
900
.062
45
3.12
1.70
49.82
56.50
800
.070
58.50
3.51
1.91
63.92
72
800
.070
73
3.51
1.91
78.42
88
760
.074
97.50
3.70
2.01
103.21
116
960
.083
51
4.22
1.74
56.96
65
960
.083
58.50
4.22
1.74
64.46
73
960
.083
67
4.22
1.74
72.96
83
912
.088
73
4.44
1.83
79.27
89.50
912
.088
80
4.44
1.83
86.27
97.50
900
.089
94.50
4.50
1.86
100.86
114
900
.089
111
4.50
1.86
117.36
132
900
.089
125
4.50
1.86
131.36
148
900
.089
155
4.50
1.86
161.36
180
1064
.075
64
3.81
1.57
69.38
79
1064
.075
73
3.81
1.57
78.38
1036
.077
90.50
3.91
1.61
96.02
108
1036
.077
99
3.91
1.61
104.52
117
1000
.080
121
4.05
1.67
126.72
142
1000
.080
136
4.05
1.67
141.72
158
1000
.080
147
4.05
1.67
152.72
171
1000
.080
178
4.05
1.67
183.72
205
1110
.072
80
3.65
1.51
85.16
96
1110
.072
90.50
3.65
1.51
95.66
107
1110
.072
99
3.65
1.51
104.16
117
1110
.072
111
3.65
1.51
116.16
130 143
a '
"
'
^ "
E-5
88.50
1080
.074
122
3.75
1.55
127.30
1080
.074
137
3.75
1.55
142.30
159
1050
.076
152
3.86
1.59
157.45
175
1050
.076
171
3.86
1.59
176.45
196
1050
.076
213
3.86
1.59
218.45
242
1190
.067
122
3.41
1.40
126.81
142
1190
.067
137
3.41
1.40
141.81
158
1150
.070
166
3.52
1.45
170.97
191
1150
.070
213
3.52
1.45
217.97
242
1150
.070
235
3.52
1.45
239.97
266
1200
.067
144
3.38
1.39
148.77
166
1200
.067
157
3.38
1.39
161.77
180
1160
.069
169
3.49
1.44
173.93
194
1160
.069
192
3.49
1.44
196.93
220
1160
.069
216
3.49
1.44
220.93
245
1120
.071
252
3.62
1.49
257.11
285
1120
.071
278
3.62
1.49
283.11
315
1.42
176.87
196
1.47
194.04
216
1176
.068
172
3.45
1134
.071
189
3.57
0
ff
05 12 Structural Steel Framing
i
05 12 23 - Structural Steel for Buildings 05 12 23.75 Structural Steel Members
Daily
Labor-
Crew
Output
Hours
Unit
E-5
L. F.
2014 Bare Materiol
Labor
Total
Costs
Equipment
Total
IncI
O&P
7100
xl41
1134
.071
206
3.57
1.47
211.04
234
7120
xl69
®
1100
.073
246
3.68
1.52
251.20
279
x201
[G]
1100
7140
7500
xl50
7600
xl70
® ®
W 36
7300
135
x
[G]
.073
293
3.68
1.52
298.20
330
1170
.068
197
3.46
1.43
201.89
224
1170
.068
219
3.46
1.43
223.89
248
1150
.070
248
3.52
1.45
252.97
281
7700
xl94
[G]
1125
.071
283
3.60
1.49
288.09
320
7900
x231
[G]
1125
.071
335
3.60
1.49
340.09
380
7920
x
262
[G]
1035
.077
380
3.92
1.61
385.53
430
8100
x
302
[G]
1035
.077
440
3.92
1.61
445.53
495
8490
75
For projects
to
99
tons,
10%
odd
8492
50
to
74
tons,
odd
20%
8494
25
to
49
tons,
odd
30%
10%
8496
10
to
24
tons,
odd
50%
25%
8498
2 to 9 tons, odd
75%
50%
8499
Less than 2 tons, odd
100%
100%
05 12 23.77 Structural Steel Projects 0010
STRUCTURAL STEEL PROJECTS
R0505 1 6 30
0015
Mode from
recycled materials
0020
Shop fad'd
for 100-ton, 1-2 story project, bolted connections
0200
Apartments, nursing homes,
0300
3
0400
7 to 15 stories
etc.,
2 stories
to
1
E-5
R050523-1
E
6 stories
to
E-6
R05 1223-10
10.30
7.767
2,650
395
162
3,207
3,775
10.10
7.921
2,700
400
165
3,265
3,850
14.20
9.014
2,750
455
131
3,336
3,950
Ton
ff
ft
0500 0700
Over
0800
3
0900
7 to
6
to
Over
For multi-story
1500
steel
1
story,
beams &
girders, steel bearing
1
under
1
0
structures, banks, stores, etc., simple connections
Moment/composite connections
134
3,449
4,100
395
162
3,207
3,775
E-6
14.40
8.889
2,700
450
130
3,280
3,900
14.20
9.014
2,750
455
131
3,336
3,950
13.90
9.209
2,850
465
134
3,449
4,100
12.90
6.202
2,650
315
130
3,095
3,600
10
8
2,650
405
167
3,222
3,800
30% E-5 f
-
E-2
7.50
7.467
3,175
375
204
3,754
4,350
E-5
10.60
7.547
3,125
380
158
3,663
4,275
8.30
9.639
3,125
490
201
3,816
4,500
Ton
t
E-6
13
9.846
2,650
500
143
3,293
3,950
9
14.222
4,400
720
207
5,327
6,325
11.60
6.897
2,475
350
144
2,969
3,450
5.20
15.385
3,275
780
320
4,375
5,325
11
11.636
2,650
590
170
3,410
4,125
5.70
22.456
3,975
1,150
325
5,450
6,675
7
18.286
2,650
925
266
3,841
4,825
f
E-5 tt
Power
® ®
stations, fossil fuels, simple connections
3000
E-6
Moment/composite connections
3040
Moment/composite connections Roof trusses, simple connections
Moment/composite connections Schools, simple connections
3220
Moment/composite connections Welded
3500
construction, simple commercial bldgs.,
7 to
Welded
rigid
1
5 stories
frame,
1
story,
simple connections
5.50
23.273
3,975
1,175
340
5,490
6,775
2.50
51.200
3,875
2,600
745
7,220
9,550
1.50
85.333
5,100
4,325
1,250
10,675
14,400
13
6.154
3,700
310
129
4,139
4,750
8.30
9.639
4,500
490
201
5,191
6,000
[§
14.50
5.517
2,650
280
115
3,045
3,525
®
8.30
9.639
3,875
490
201
4,566
5,300
E-7
7.60
10.526
2,700
535
239
3,474
4,150
E-9
8.30
15.422
3,125
780
270
4,175
5,100
E-7
15.80
5.063
2,750
257
115
3,122
3,600
© ® ®
Safety steel, simple connections
3070
3700
465
2,650
Moment/composite connections
Nuclear fuels, non-safety steel, simple connections
3400
® ® ®
Churches, simple connections
2950
3210
[G]
from warehouse, trucked
Moment/composite connections
3200
2,850
7.767
tons.
Masonry bearing
Monumental
9.209
10.30
rq51 223-30
1^
story,
2900
3100
® ® ® ®
story with roof trusses, steel bearing
2300 2800
1
wall bearing construction, add
Masonry bearing
2000 2200
ro51 223-20
R051 223-25
masonry
Industrial bldgs.,
1700 1900
2 stories
5 stories
1
Industrial bldgs.,
1510
1600
to
stories
1100
1400
1
stories
15
1000
1300
13.90 E-5
5 stories
1
Offices, hospitals, etc., steel bearing,
1
to
2
stories
E-5
133
05 12 Structural Steel Framins 05 12 23 - Structural Steel for Buildings 05 12 23.77 Structural Steel Projects 3800 3810 3820
Moment/composite connections Fabrication shop costs (inci
Mini
base
mill
project bare material cost, above)
in
Grade
price.
A992
3830
Milf extras plus delivery to
3835
Delivery from
3840
Shop
warehouse
Labor-
Output
Hours
Unit
Material
E-7
5.50
14.545
Ton
3,575
Ton
2014 Bare
warehouse
to fabrication
and
extra for shop drawings
m m
Daily
Crew
shop
Shop
3860
Shop sandblasting and primer coot
3870
Shop
Total
735
330
4,640
5,575
770
770
845
275
275
305
Ind
O&P
85
85
295
325
950
950
1,050
155
155
171
120
120
132
- -
2,650
2,650
2,925
Ton
80
80
88
80
88
and handling
fabricoting
Equipment
295
detailing
3850
Total
Costs
Labor
93.50
•
3880 3900
of paint
delivery to the job site
Total material cost,
High strength steel
I
shop fabricated, primed, delivered spec extras:
mill
«
3950
4000
A529, A572 (50 Add
4200
A992
to
4100
W-Shopes; 0
Member
sizes 31 to
Member
sizes
66
4230
Member
sizes
101
4300
Column base
Heavy, over
50
1
beams,
Castellated
to
65
65
m m
ksi)
pif;
Heovy
add
pif,
up to
50
1
Ton
deduct
50#/L.F., simple connections
50
pif,
simple connections
Moment/composite connections
5390
For projects
5392
50
5394 5396
1
5398
2 to 9 tons, add
5399
Less than 2 tons, add
75
to
99
tons,
.01
.01
5.65
6.25
- -
55.50
Lb.
1.46
.41
1.52
.37
55.50
61
.008
7500
.007
m
10.70
5.234
2,775
263
143
3,181
3,650
d]
7
8
3,050
400
218
3,668
4,275
11.70
4.786
2,925
240
131
3,296
3,750
7.80
7.179
3,175
360
196
3,731
4,325
[G]
light sections, to
.01
5.65
2Sswk 2000
lb.
lb.
sections, over
80
no extra charge
Moment/composite connections
5000
L f
deduct
pif,
387
to
30
to
pIf,
100
plates, light,
4700 4900
(60,
steel (no extra)
A242 and A588 Weathering Mill size extras for
4210
4600
and A36; same as A992
A572
price for
4220
4400
ksi)
m m
E-2
1.87
2.32
2.09
2.54
t
Ton
.20
10%
odd
to
74
tons,
add
20%
25
to
49
tons,
add
30%
10%
0
to
24
tons,
add
50%
25%
75%
50%
100%
100%
05 12 23.78 Structural Steel Secondary Members 00] 0
00 1
5
0020 0100
STRUCTURAL STEEL SECONDARY MEMBERS Made from Shop
recycled materials
fabricated for 20-ton girt/purlin framing pockage, materials only
Girts/purlins, C/Z-shapes, includes clips
0110
8"x2-3/4"x2-3/4",16ga.,3.4lb./LF.
0125
14ga.,4.1 Ib./LF.
0130
12 ga„ 5.6 Ib./LF.
0135
1
0" X
1
2" X 3-1/2"
0140
3-1
12
0145 0150
/2"
X 3-1
/2",1 4
ga., 4.7 Ib./LF.
3-1/2",
1
Eove
3.58
3.94
4.17
4.17
4.59
4.05
4.05
4.46
4.89
4.89
5.40
6.70
6.70
7.35
5.60
5.60
6.15
8
8
8.80
6.30
6.95
i
8.80
8.80
9.70
L.F.
3.70
3.70
4.07
4.65
4.65
5.10
4.17
4.17
4.59
5.25
5.75
:
X
3.58
6.30
go., 6.7 Ib./LF. )
4 ga., 5.3 Ib./LF.
12ga.,7.4lb.Af.
!
C-shape, includes clips and bolts
struts,
6"x4"x3", 16ga.,3.1
0215
0220
LF.
14ga.,3.5lb./LF.
0120
0210
bolts
6"x2-l/2"x2-l/2",16ga.,3.0lb./LF.
0115
0200
and
14
Ib./LF.
ga., 3.9 Ib./LF.
8"x4"x3",16ga.,3.5lb./LF.
0225
14
go.,
4.4 Ib./LF.
5.25
0230
12
ga.,
6.2 Ib./LF.
7.40
7.40
8.15
6.20
6.20
6.80
8.70
8.70
9.60
0235
0240
134
10"
X
5" X 3", 14
12
ga., 5.2 Ib./LF.
ga., 7.3 Ib./LF.
05 12 Structural Steel Framing 0512 23 -
Structural Steel for Buildings
05 12 23.78 Structural Steel Secondary Members 12"x5"x4", 14ga„
0245
Crew
Daily
Labor-
Output
Hours
6.0lb./LF.
L.F.
12ga„ 8.4lb./LF.
0250
1
Rake/base angle, excludes concrete
0300
2014 Bare Unit
0310
2"x2",14ga., l.Olb./LF.
drilling
Material
Total
Casts
Equipment
Labor
7.151
7.15
10
10
640
.025
0315
Ib./LF.
535
0320
3"x3",14ga.,1.6lb./LF.
500
0325
4" X 3", 14
11
Vr
480
E-18
100
.400
80
.500
25.50
12
2 Sswk
ga., 1.8 Ib./LF.
1.19
1.28
2.47
3.57
.030
1.55
1.53
3.08
4.41
.032
1.91
1.64
3.55
4.99
.033
2.15
1.70
3.85
5.35
30.10
45.50
37.50
57
L.F.
secondary members, erection only
Installation of
0610
7.85
and expansion onchors
3"x2",14ga.,1.3
0600
O&P
Ind
Total
eave
Girts, purlins,
struts,
1
6" deep 6 ga.,
8" deep
0615
6" deep
20.50
Ea.
9.60
80
.500
25.50
12
37.50
57
0625
8" deep
65
.615
31.50
14.80
46.30
70.50
0630
10" deep
55
.727
37
17.45
54.45
83
0635
2" deep
50
.800
41
19.20
60.20
91 91
0620
14
ga.,
1
0640
8" deep 2 ga.,
1
0645
1
0" deep
0650
1
2" deep
0900
1
50
.800
41
19.20
60.20
45
.889
45.50
21.50
67
102
40
1
51
24
75
114
For less than 20-ton job lots
0905
For
0910
1
5 to For
1
10
10%
9 tons, add
14
to
tons,
25%
add
0915
For 5 to 9 tons, add
50%
50%
50%
0920
For
4 tons, add
75%
75%
75%
0925
For less than
100%
100%
100%
0512 23.80 0010
1
to
1
ton,
add
Subpurlins
SUBPURLINS
R051223-50
0015
Made from
0020
Bulb tees, shop fabricated, painted,
32-5/8"
Type 218, max 10 '-2" span, 3.19
0200
T
recycled materials
1420
For
24-5/8"
spacing, odd
1430
For
48-5/8"
spacing, deduct
pif,
O.C.,
40
2-1/8"
psf L.L.
high x
2-1/8" wide
E-1
3100
S
F.
7
05 14 Structural Aluminum Framing 0514 23 - Non-Exposcd
.008
Structural
1.66
.39
33%
33%
33%
33%
.05
2.10
I
Aluminum Framing
05 14 23.05 Aluminum Shapes 0010 00 1
5
0020
ALUMINUM SHAPES Made from
recycled moterials
Structural shopes,
0050
1
0100
Over 5 tons
0300
0400
to
1
" to
1
0" members, under
1
® ®
ton
5 tons
E-2
Extrusions, over 5 tons, stock shapes
Custom shapes •
1
4000
.014
4300 4600
4.18
.70
.38
5.26
6.20
.013
3.83
.65
.36
4.84
5.70
.012
3.65
.61
.33
4.59
5.45
1330
.042
3.48
2.11
1.15
6.74
8.70
1330
.042
3.61
2.11
1.15
6.87
8.80
Lb.
r
135
05 15 Wire Rope Assemblies
!
05 15 16 - Steel Wire Rope Assemblies
| Daily
Labor-
Output
Hours
2014 Bare
Total
Costs
1
05 15 16.05 Accessories for Steel Wire Rope 0010
Unit
Material
Labor
Equipment
Total
"
ACCESSORIES FOR STEEL WIRE ROPE
0015
Mode from
1500
Thimbles, heavy duty,
r/2"
1520
3/4"
1530
1"
1540
1-1/4"
1550
1-1/2"
1560
1-3/4"
1570
2"
Clips,
1'
i
m
/4"
1
/4" 1
E-17
m m [U m m m m [G]
[G]
2-1/4"
1580
InclO&P
recycled materials
1510
1600
Crew
[G]
diameter
160
.100
160
.100
105
.152
5.05
7.95
13
19.55^
52
.308
10.15
16.05
26.20
39.50T
38
.421
15.60
22
37.60
13
1.231
44
64
8
2
6
2.667
4
4
160
.lOO
160 160 102
.157
64
.250
35
.457
.51
5.20
5.71
9.75i
2.23
5.20
7.43
11.65'J
Ea.
90.50
132 178
55.50'
108
161
J
104
194.50
284
fl
139
271
390
208
386
565
2.64
5.20
7.84
12.10^
.100
2.90
5.20
8.10
12.40:
.100
4.66
5.20
9.86
14.30^
7.55
8.15
15.70
22.50
12.60
13.05
25.65
37
20.50
24
44.50
64.50
1610
3/8"
diameter
1620
1
/2"
diameter
1630
3/4"
diameter
1640
1" diameter
1650
1-1/4" diameter
1670
1-1/2" diameter
[G]
26
.615
28
32
60
87
1680
1-3/4" diameter
m
16
1
65
52
117
164
1690
2" diameter
12
1700
2-1
1800
Sockets, open swage,
[G]
[G]
'
“
'
/4"
diameter
1
/4"
1810
/2" 1
diameter
1820
3/4"
diameter
1830
1
1840
1-1/4" diameter
1850
1-1/2" diameter
1860
1-3/4" diameter
1870
2" diameter
1900
" diameter
Closed swage,
1
/2"
diameter
1920
3/4"
diameter
1930
1" diameter
1940
1-1/4" diameter
1950
1-1/2" diameter 1-3/4" diameter
1970
2" diameter
2010
spelter, galv.,
1
/2"
1
/4"
3/4"
2030
1" diameter
2040
1-1/4" diameter
2050
1-1/2" diameter 1-3/4" diameter
2070
2" diameter
2080
2-1
/2"
2120
3/4"
2130
1
:
189.50
264
:
160
.100
45.50
5.20
50.70
59
1
77
.208
65.50
10.85
76.35
91.50;
[G]
19
.842
102
44
146
190
9
1.778
183
92.50
275.50
365
5
3.200
254
167
421
575
3
5.333
555
278
833
1,100
3
5.333
985
278
1,263
1,575
1.50
10.667
1,500
555
2,055
2,625
160
.100
27
104
.154
46.50
8
54.50
65
32
.500
69.50
26
95.50
123
;
m m m m m m m m m m m m
;
[G]
119
4
4
330
208
538
735
3
5.333
490
278
768
1,025
2
8
955
415
1,370
1,775
160
.100
58
70
.229
60.50 90.50
83.50
335.50
425
5
3.200
360
167
527
690
4
4
765
208
973
1,200
2
8
1,325
415
1,740
2,200
1.20
13.333
1,525
695
2,220
2,925
2,825
835
3,660
4,575
51.50
diameter
m
30
78.50
[G]
13
1.231
7
6
1
32
252
.533
1-3/4" diameter
87.50
157
.615
.182
1-1/2" diameter
72.40
122.50
1.600
88
1
11.90
73
10
[G]
m m L
5.20
63.20
26
diameter
2150
136
183
48.50
1-1/4" diameter
232
410
122
16
" diameter
177.50
302
1.067
.100
diameter
38.50
2.286
1
/4"
55.50
32.20
7
160
1
5.20
15
[G]
2140
2160
^
diameter
Closed spelter, galv.,
1
diameter
diameter
2060
2110
203
83.50
[G]
2020
2100
141.50
106
[Gl
diameter
/2"
69.50
1.600
[G]
1960
Open
72
10
[G]
1/4" diameter
1910
2000
diameter
1.333
m n m
2.80
5.20 9.45
53.70 60.95
62 73.50
28
106.50
135
167
64
231
296
2.286
267
119
386
505
2.667
575
139
714
875
5.714
765
298
1,063
1,375
1
r
'
]
— ‘TV
05 15 Wire Rope Assemblies •
1-?
05 15 16 - Steel Wire Rope Assemblies 05 15 16.05 Accessories for Steel Wire Rope 2200
m [H m m m m m m m m m
2" diameter
2170
Jaw & law
turnbuckles,
/4"
4"
x
6"
2250
1/2"
X
2260
1/2"
X 9"
2270
l/2"xl2"
2300
3/4"
X
2310
3/4"
X 9"
2320
3/4"
X
12"
2330
3/4"
X
18"
2350
l"x6"
6"
2360
l"xl2"
2370
l"xl8"
2380
l"x24"
Hours
Unit
Material
Labor
E-17
2
8
Ea.
945
415
160
.100
16.35
96
.167
77
.208
66
.242
38
.421
30 28
[G]
[G]
M/4"xl2"
2410
1-1/4" X 18"
2420
1-1/4"
24"
2450
l-l/2"xl2"
2460
l-l/2"xl8"
2470
1-1/2" X 24"
2500
l-3/4"xl8"
2510
1-3/4" X 24"
2550
2"
X
Labor-
Output
[G]
2400
X
1
Doily
Crew
[G]
m © m m
24"
[G]
2014 Bore
Total
Costs
Equipment
Total
IncI
1,360
O&P
1,775
5.20
21.55
27
20.50
8.70
29.20
38
27.50
10.85
38.35
49.50
31
12.65
43.65
56.50
40.50
22
62.50
83
.533
45
28
73
.571
57.50
30
87.50
23
.696
69
36
105
140
17
.941
78.50
49
127.50
173
13
1.231
86
64
150
208
10
1.600
129
83.50
212.50
289
9
1.778
142
92.50
234.50
320
98.50
116
7
2.286
145
119
264
370
6.50
2.462
179
128
307
425
5.60
2.857
241
149
390
530
5.20
3.077
425
160
585
750
4
4
450
208
658
870
3.20
5
610
261
871
1,125
3.20
5
920
261
1,181
1,450
2.80
5.714
1,050
298
1,348
1,675
1.60
10
1,425
520
1,945
2,475
05 15 16>50 Steel Wire Rope OOlO 00 1
5
0020
STEEL
WIRE ROPE
Made from
6x19,
0050 0100
6x19,
galvanized, fiber core,
diameter
1
/2"
diameter
Steel core
6x7,
bright, IPS, fiber core,
1
/2"
diameter
3/4"
diameter
6x19,
bright, IPS,
IWRC,
05 58 21 - Formed Chain 05 58 21,05 Alloy Steel Chain 00 ]0
0015
ALLOY STEEL CHAIN,
3/8"
0030
1/2"
0040
5/8"
0050
3/4"
0060
7/8"
0070
1"
0080
M/4" Hook, Grade 80, Clevis
0120
3/8"
0130
1/2"
0140
5/8"
0150
3/4"
0160
for lifting
/4" 1
Selkalored, cut lengths,
0020
0110
Grade 80,
slip,
1/4"
Hook, Grode 80, eye/sling w/hammerlock coupling,
0170
22 Ton
0180
37 Ton
1
5 Ton
m m m m m m m m m m m m m m m m
E-17
E-18
C.1..F.
Ea.
26
26
28.50
30.50
30.50
33.50
49
49
54
72
72
105
105
116
335
335
365
905
905
995
2,650
2,650
2,925
79.50
05 58 23 - Formed Metal Guards 05 58 23.90 Window Guards 0010 0015
0025
WINDOW GUARDS, shop fabricated Expanded metal, Steel bars,
0030
steel angle
frame, permanent
/2" x 1 /2", spaced 5" O.C. 1
0040
For pivoted or pro|ected type, odd
0500
350 290
.091
Mild steel, stock units,
.110
economy
3/8"
wire, stock units,
channel frame, 3' x 5' opening
4' X 6' opening
0800
Basket guards
1000
Swinging guards
for
above, add
for
"
S.F.
Deluxe
Woven
S.F.
above, add
23
4.72
.41
28.13
34
15.90
5.70
.49
ft
m
Removable type, add
0070
0400
ft
Opng.
For galvanized guards, add
0200
E-4
Hinge mounted, add
0050
0100
m m
22.09
28
46
46
50.50
29
29
32
10.68
14.50
35% 105%
m m m m m m
E-4
405
.079
6.25
405
.079
12.70
40
.800
38
.842
Opng.
40% 4.08
.35
21.50
4.08
.35
17.13
169
41.50
3.55
214.05
263
270
43.50
3.74
317.24
380
233
256
233
79.50
79.50
87.50
05 58 25 - Formed lamp Posts 05 58 25.40 Lamp Posts 00 1 0
0020 Of 00
162
LAMPPOSTS Aluminum,
V
high, stock units, post only
Mild steel, plain
I
[H
Carp "
16 16
.500
Eo.
.500
"
82
23
105
126
7l
23
94
114
05 71 Decorative Metal I
05 71 13 - Fabricated Metal
Stairs
Spiral Stairs
05 71 13.50 Spiral Stairs
Daily
Labor-
Crew
Output
Hours
Unit
E-4
45
.711
Riser
45 45
2014 Bare Material
Lobor
Total
Costs
Equipment
Totol
O&P
IncI
SPIRAL STAIRS
0010
Shop
1805
custom ordered
fabricated,
Aluminum, 5'-0" diameter,
1810
1820
Fancy
®
plain units
[§
units
Cast iron, 4'-0" diameter, plain units
1900 1920
1I
Fancy Units Steel, industrial checkered plate, 4' diometer
2000
[§
6' diameter
2200 3100
Spiral stair kits,
3110
1
2 stacking
risers to fit
Steel, flat metal treads, primed,
3120
4 '-0" diameter
3130
4 '-6" diameter
3140
5 '-0" diameter
3220
4 '-0" diameter
3230
4 '-6" diameter
3240
5 '-0" diameter
3310
3 '-6" diameter
2 Carp
® ®
Checkered plate tread, primed, 3
3320
4 '-0" diameter
3330
4 '-6" diameter
3340
5 '-0" diameter
36.50
3.16
614.66
705
.711
1,100
36.50
3.16
1,139.66
1,275
.711
540
36.50
3.16
579.66
665
25
1.280
735
66
5.70
806.70
935
45
.711
540
36.50
3.16
579.66
665
40
.800
650
41.50
3.55
695.05
790
exact floor height
Galvanized, 3 '-6" diameter
3210
575
'-6"
10
1,275
460
1.45
11.034
1,450
1.35
11.852
1,600
Flight
1,735
2,100
505
1,955
2,375
545
2,145
2,625
1.25
12.800
1,750
585
2,335
2,825
[G]
1.60
10
1,525
460
1,985
2,375
[§
1.45
11.034
1,750
505
2,255
2,700
1.35
11.852
1,925
545
2,470
2,975
1.25
12.800
2,100
585
2,685
3,200
1.45
11.034
1,500
505
2,005
2,425
1.35
11.852
1,700
545
2,245
2,725
® ® E ®
diameter
1.60
1.25
12.800
1,850
585
2,435
2,950
1.15
13.913
2,025
640
2,665
3,200
1.45
11.034
1,800
505
2,305
2,775
1.35
11.852
2,050
545
2,595
3,100
1.25
12.800
2,225
585
2,810
3,350
1.15
13.913
2,425
640
3,065
3,650
1.35
11.852
2,600
545
3,145
3,725
3520
4'-0" diameter
1.25
12.800
2,875
585
3,460
4,075
3530
4 '-6" diameter
1.15
13.913
3,100
640
3,740
4,375
5 '-0" diameter
1.05
15.238
3,375
700
4,075
4,800
2Sswk
25
.640
LF.
34
2 Sswk
24
.667
L. F.
118
34
152
190
18
.889
195
45.50
240.50
295
24
.667
12.65
34
46.65
18
.889
28.50
45.50
74
111
24
.667
79
34
113
147
139
45.50
184.50
233
3410 3420
4 '-0" diameter
3430
4 '-6" diameter
3440
5 '-0" diameter
3510
3540
E E
Galvanized, 3 '-6" diameter
Red oak covers on
flot
®
metal treads, 3 '-6" diameter
,
05 73 Decorative Metal Railings j
05 73 16 - Wire Rope Decorative Metal Railings 05 73 16-10 Cable Railings 0010
CABLE RAILINGS,
0015
Made from
0100
1-3/4" diameter
with
316
stainless steel
1
x
19
cable,
3/16"
diameter
recycled materials stainless steel posts X
42"
high, cables
4" OC
®
32.50
66.50
95
05 73 23 “ Ornamental Railings 05 73 23»50 0010 0020 0100
0200 0300 0400
0500 0550 0560 0600
0700
Railings^
Ornamental
RAILINGS, ORNAMENTAL, Bronze or
stainless,
3'-6" high, posts
hand forged,
m
Aluminum, panelized,
plain
Fancy iron,
hand forged,
plain
Fancy Steel, panelized, ploin
Fancy
Composite metal/wood/glass, Fancy
6' O.C.
plain
Fancy
Wrought
@
plain
m m m m m m
18
.889
24
.667
18 18 12
74
19.75
34
.889
28
45.50
73.50
111
.889
119
45.50
164.50
211
1.333
238
68
306
380
53.75
81.50
163
E
05 75 Decorative Formed Metal 05 75 13 - Columns 05 75 13.10 Aluminum Columns 0010 ALUMINUM COLUMNS 0015
Made from
0020
Aluminum, extruded, stock
8" diameter
0200
1
0" diameter
0300
1
2" diameter
0400
1
5" diameter
Caps and bases,
plain,
0420
8" diameter
0430
10" diameter
0440
1
2" diameter
1
5" diameter
0450 0460 0470
units,
no cap or base, 6" diameter
6" diameter
Caps, ornamental, plain
Fancy
0500
For square columns, add to column prices above
0700
Residential,
0720 0740
flat,
8' high, plain
Fancy Corner type, plain
0760
Daily
Labor-
Crew
Output
Hours
Unit
E-4
240
.133
L. F.
170
.188
14.25
150
.213
19.20
11
140
.229
36
120
.267
48
2014 Bare Material
Labor
Total
Costs
Equipment
Totol
IncI
O&P
recycled materials
0100
0410
j
Fancy
m m m m m m m m m m m m
,
'i
10.85
r
Set
-
L
E-4
5r
20
1.600
20
1.600
20
1.600
20
1.600
160
.200
160
160 160
.200
.59
18.34
25
9.70
.84
24.79
33.50
.95
31.15
41.50
11.80
1.01
48.81
62
13.75
1.18
62.93
78.50
22.50
22.50
25
29.50
29.50
32.50
41
41
45.50
59.50
59.50
65
no
«
m m m m
6.90
no
121
340
340
370
1,675
1,675
1,850
50%
F.
97.50
82.50
7.10
187.10
261
190
82.50
7.10
279.60
360
168
82.50
7.10
257.60
340
330
82.50
7.10
419.60
520
9.15
10.30
.89
20.34
29
.200
17.75
10.30
.89
28.94
38.50
.200
15.75
10.30
.89
26.94
36.50
31
10.30
.89
42.19
53.50
Ea.
51
05 75 13.20 Columns, Ornamental 0010 6400 6450 6500 6550
164
COLUMNS, ORNAMENTAL, Mild steel,
flat,
shop fobricated
9" wide, stock
units, painted, plain
Foncy Corner columns, painted, plain
Fancy
R051 223-10
®
E-4
[G]
® m
V.L.F.
j
.
!
i
:
i
-
— marketplace. Even in
Estimating Tips 06 05 00
Common Work
wood-framed for the latest
and
Composites • Common to any
•
structure are the accessory
connector items such as screws, nails, adhesives, hangers, connector plates,
and hold-downs. For typical wood-framed buildings, such as residential straps, angles,
these items can be significant, especially in areas
where
seismic loading
a concern.
For floor and wall framing, is
based
on 10 to 25 lbs. per MBF. Hold-downs, hangers, and other connectors should be taken off
by the
piece.
should ensure that the costs of
installation.
normal
RSMeans
•
• It is
feet.
This simple
Waste
an issue of concern
is
at
area of construction. Framing
lumber
specifications, and/or standard
lengths,
for informational
shown
purposes
Adjustments should be made if unusual fastening only.
conditions exist.
06 10 00 Carpentry Lumber
is
a traded
commodity
10', 12', 14', 16',
and depending on spans, wall heights, and the grade of lumber, waste is inevitable. A rule of thumb for lumber waste is 5%-10% depending on material quality and the complexity of the framing.
of fasteners. Prices
for various fasteners are
sold in even foot
i.e.,
•
Wood shapes
in various forms is
used in
and
many
even where the main structural framing is steel,
projects,
and therefore sensitive to supply and demand in the
No pan or
concrete, or masonry.
Plywood
of this publication may be reproduced, stored in a retrieval system, or transmitted in any form by any means without prior written permission of RSMeans, a division of Reerl Construction Data.
grade of
workmanship when
estimating labor costs for erecting millwork and interior finish. In practice, there are
premium, custom, and economy. The RSMeans daily output for base and case moldings is in the range of 200 to 250 L.F. per carpenter per three grades:
day. This is appropriate for
most average custom-grade
premium
projects,
an adjustment to productivity of 25% -50% should be made,
recommendations, written
is
necessary to consider the
projects. For
use manufacturer's
and spacing
materials are included
generally calculated using
the quantity takeoff for any
construction practice for size
wood
in the final estimate.
Board-foot quantities are
all nominal dimensioned lumber.
engineers
all
06 20 00 Finish Carpentry
rule applies to
are fasteners for a
and 2x boards used as blocking and cant strips around roof edges are two common examples. The estimator
pricing.
quantity units for
4,000 board
Included with material costs
•
Common
market
nominal material dimensions dressed sizes are ignored. Board foot per lineal foot of any stick of lumber can be calculated by dividing the nominal crosssectional area by 12. As an example, 2,000 lineal feet of 2 X 12 equates to 4 MBF by dividing the nominal area, 2 x 12, by 12, which equals 2, and multiplying by 2,000 to give
projects, the aggregate total for
the material cost
it is
wood-framed projects are "thousand board feet" (MBF). A board foot is a volume of wood, 1" X r X 1', or 144 cubic inches.
wood-framed
is
projects,
advisable to call local suppliers
Results for Wood, Plastics,
as a back-up partition material
"budgetary" estimating of
depending on the complexity of the job.
Reference Numbers Reference numbers are shown in
shaded boxes
at the
beginning of
some major classifications. These numbers refer to related items in the Reference Section. The reference information
may
be
an estimating procedure, an alternate pricing method, or technical information.
Note: Not
all
subdivisions listed
here necessarily appear in this publication.
Common Work Results for Woo(j,Jjastics, and Composites
05
Wood and
06 05 05 - Selective
06 05 05.10 Selective Demolition 0010 0100
SELECTIVE DEAAOLITION
Wood
Plastics Demolition
Framing
WOOD FRAMING
Crew
Daily
Labor-
Output
Hours
Unit
96
.083
Ea.
3.05
3.05
4.71;
.133
4.89
4.89
7.55*
2014 Bare Moterlai
Labor
Total
Costs
Equipment
Total
IncI
O&P
^024 ] ] 9 .] q
Timber connector, nailed, small
1
Clab
0110
Medium
60
0120
Large
48
.167
6.10
6.10
9.45^
48
.167
6.10
6.10
9.45
0130
Bolted, smoll
0140
Medium
32
.250
9.15
9.15
14.15
0150
Lorge
24
.333
12.20
12.20
18.85
2958
Beams, 2"
1r
-
"
1100
.015
.53
.53
.82
825
.019
.71
.71
1.10
665
.024
.88
.88
1.36
550
.029
1.07
1.07
1.65
470
.034
1.25
1.25
1.93
413
.058
2.17
2.17
3.35
330
.073
2.71
2.71
4.19
4"xl2"
275
.087
3.26
3.26
5.05
6" X 8"
275
.087
3.26
3.26
5.05
220
.109
4.07
4.07
6.30
185
.130
4.84
4.84
7.45
140
.171
6.40
6.40
9.85
no
.218
8.15
6
x
2 Clab
2 "x 8
2965
2 "xl 0
2970
2 "xl 2
2972
2"xl4"
2975
4" X 8"
2980
4"xl0"
2985
3000 3040
6 "xl 0
3080
6 "xl 2
" "
B-1
" " "
3120
8 "xl 2
3160
10 "xl 2
3162 3170
in
3174
In
Ait
Bracing, let
24" OC
in,
wall framing, 2" x
V'x4",
l"x 6 ",
16" OC
studs
24" OC
studs
16" OC
studs
16" OC
Studs 24" OC
3185 3186
2"x3",
studs
3190
2"x6",
studs
3194
.49
.49
.75
.020
.73
.73
1.13
735
735
1,125
815
815
1,250
.40
20
.36
22.222
1050
.008
.28
.28
.43
1080
.007
.27
.27
.42
1050
.008
.28
.28
.43
1080
.007
.27
.27
.42
1050
.008
.28
.28
.43
M.B.F.
L. F.
830
.010
.35
.35
.55
800
.010
.37
.37
.57
OC
830
.010
.35
.35
.55
16" OC
800
.010
.37
.37
.57
OC
830
.010
.35
.35
.55
800
.010
.37
.37
.57
830
.010
.35
.35
.55
.43
OC 1
6" OC
OC
OC
14'
tall
1
6" OC
joists
.008
.28
1200
.007
.24
.24
.38
1200
.007
.24
.24
.38
1240
.006
r
.24
.24
.36
.200
Ea.
14.545 M.B.F.
7.35
3260
Wood, between
Clab
320
.025
Ea.
.92
.92
1.41
320
.025
Pr.
.92
.92
1.41
joists
Door buck, studs, header
&
joists
access.,
8
'
high 2"
x
4"
11.30
825
1.10
/
3254
7.35
535
535
2 Clab 1
between
1060
.28
40
Dimensional lumber sizes
Bridging, metal strap,
.013
400
OC
Studs at 24"
between
600
.57
3197
Blocking,
1.13
.42
Metal straps, studs at
to
.75
.73
.37
3196
Columns, round, 8
.49
.73
L. F.
.27
Studs at 24"
'
.49
.020
.37
"T" shaped metal bracing, studs at
3195
.013
400
.27
Studs 24"
3193
600
.010
2"x8", studsl6"0C
3192
12.55
1,250
.007
Studs 24"
3191
8.15
815
800
Studs 24"
3189
815
1080
2"x4",studsl6"OC
3188
1r
21.818 M.B.F.
16" OC
Studs 24"
3187
3252
4"
Studs 24" OC
3184
3250
Clab
blocking removal from steel framing
l"x3",
Studs
3183
3202
1
X 6
Wood
3181
3200
4"
"
method, wood blocking removol from wood framing
3179
3182
x
1.10
-
2" X 6"
3176
3180
''
6" OC wall framing, 2" 2"
3172
3178
1
"
method
Alternate pricing Blocking,
L
"
2960
wall, 3' wide
320
.025
32
.250
Ea.
.92
.92
1.41
9.15
9.15
14.15
3261
4' wide
32
.250
9.15
9.15
14.15
3262
5' wide
32
.250
9.15
9.15
14.15
t
166
i
r
Common Work Results for Woody
05 ;
Wood and
06 05 05 - Selective
Plastics,
and Composites
Plastics Demolition i
06 05 05.10 Selective Demolition
Wood
Framing
Crew
Daily
Labor-
Output
Hours
Unit
32
.250
Fa.
3263
6' wide
3264
8' wide
30
3265
10' wide
3266
12' wide
1
Clab
2"x6"wali, 3' wide
3267
2014 Bare Moteriol
Equipment
Labor
Total
Costs Totol
IncI
O&P
9.15
9.15
14.15
.267
9.75
9.75
15.10
30
.267
9.75
9.75
15.10
30
.267
9.75
9.75
15.10
32
.250
9.15
9.15
14.15
3268
4' wide
32
.250
9.15
9.15
14.15
3269
5' wide
32
.250
9.15
9.15
14.15
3270
6' wide
32
.250
9.15
9.15
14.15
3271
8' wide
30
.267
9.75
9.75
15.10
3272
10' wide
30
.267
9.75
9.75
15.10
3273
12' wide
30
.267
9.75
9.75
15.10
&
access, 8' high 2" x 4" wall, 2' wide
'
24
.333
12.20
12.20
18.85
3275
3' wide
24
.333
12.20
12.20
18.85
3276
4' wide
24
.333
12.20
12.20
18.85
3277
5' wide
24
.333
12.20
12.20
18.85
3278
6' wide
24
.333
12.20
12.20
18.85
3279
7' wide
24
.333
12.20
12.20
18.85
3280
8' wide
22
.364
13.35
13.35
20.50
3281
10' wide
22
.364
13.35
13.35
20.50
3282
12' wide
22
.364
13.35
13.35
20.50
3274
Window
buck, studs, header
2"x 6"
wall, 2'
24
.333
12.20
12.20
18.85
3284
3' wide
24
.333
12.20
12.20
18.85
3285
4' wide
24
.333
12.20
12.20
18.85
3286
5' wide
24
.333
12.20
12.20
18.85
3287
6' wide
24
.333
12.20
12.20
18.85
3288
7' wide
24
.333
12.20
12.20
18.85
3289
8' wide
22
.364
13.35
13.35
20.50
3290
10' wide
22
.364
13.35
13.35
20.50
3291
12' wide
13.35
13.35
20.50
.36
.36
.55
3283
3360
Deck or porch decking
3400
Fascia boards,
wide
l"x6"
22
.364
825
.010
LF.
500
.016
.59
.59
.90
3440
l"x8"
450
.018
.65
.65
1.01
3480
l"xl0"
400
.020
.73
.73
1.13
3490
2"x6"
450
.018
.65
.65
1.01
3500
2" X 8"
400
.020
.73
.73
1.13
350
.023
_
.84
.84
1.29
4000
.002
S.F.
.07
.07
.11
2"xl0"
3510 3610
Furring,
3620 3800
On masonry
2
3880 3885
@ 2"
3930
^
X
@
.007
.24
.24
.38
no
.073
2.67
2.67
4.11
100
.080
.
2.93
2.93
4.52
.089
,
8"
90
method
.26
1" X 4"
"
1200
2" x 6"
2@2"xl0" Alternate pricing Joists,
ceiling
or concrete walls or ceiling
Headers over openings, 2
3840
3920
on wood walls or
LF.
, r
30.651 M.
3.F.
3.26
1,125
3.26
5.05
1,725
1,125
1250
.006
.23
.23
.36
135
.007
.26
.26
.40
.29
.29
.45
l"x6"
1
LF.
l"x8"
1000
.008
3950
l"xl0"
895
.009
.33
.33
.51
3960
l"xl2"
765
.010
.38
.38
.59
4200
2"x4"
1000
.016
.59
.59
.90
4230
2"
6"
970
.016
.60
.60
.93
4240
2" X 8"
940
.017
.62
.62
.96
4250
2"xl0"
910
.018
.64
.64
.99
4280
2"xl2"
880
.018
.67
.67
1.03
4281
2"xl4"
850
.019
.69
.69
1.06
3940
X
2 Clab
f
167
05
Common Work Results for Woo^JIastics, and Composites
06 05 05 - Selective
Wood and
06 05 05.10 Selective Demolition 4282
Composite
joists, 9-1
Wood
/2"
Plastics Demolition
1 Daily
Labor-
Crew
Output
Hours
Unit
2 Gob
960
.017.
LF.
Framing
4283
11-7/8"
930
.017
4284
14"
897
.018
4285
16"
865
.019
4290
Wood
4500
Open web
joists,
joist,
alternate pricing metliod
1.50
2" deep
500
.032
1
|
2014 Bare Material
Labor
r
10.667 M. B.F L.F
Total
Costs
Equipment
Totol
IncI
O&P
.61
.61
.94^
.63.
.63
.97
.65
.65
1.01
.68
.68
1.05
390
390
605
1.17
1.17
1.81
4505
14" deep
475
.034
1.23
1.23
1.90
4510
1
6" deep
450
.036
1.30
1.30
2.01
4520
1
8" deep
425
.038
1.38
1.38
2.13
4530
24" deep
400
.040
1.47
1.47
2.26
.24
.24
.38
.24
.24
.38
.24
.38
4550
Ledger
strips,
1p
l"x 2"
I
Gab
1
200
.007
4560
l"x3"
1
200
.007
4570
l"x4"
1
200
.007
.24
4580
2"x2"
IlOO
.007
.27
.27
.41
4590
2" X 4"
1
000
.008
.29
.29
.45
4600
2" X 6"
1
000
4601
2"x8or 2"xl0"
ft
.008
.29
.29
.45
800
.010
.37
.37
.57
4602
4" X 6"
600
.013
.49
.49
.75
4604
4"
X
8"
450
.018
.65
.65
1.01
1.13
5400
4"
4"
800
.020
.73
.73
5405
4"
X
6"
550
.029
1.07
1.07
1.65
5410
4"
X
8"
440
.036
1.33
1.33
2.06
5425
4"xl0"
390
.041
1.50
1.50
2.32
5430
4"xl2"
350
.046
1.68
1.68
2.58
5440
6" X 6"
400
.040
1.47
1.47
2.26
5445
6"x8"
350
.046
1.68
1.68
2.58
5450
6"xl0"
320
.050
1.83
1.83
2.83
5455
6"xl2"
290
.055
2.02
2.02
3.12
5480
8"x8"
300
.053
1.95
1.95
3.02
5500
10"xl0"
240
.067
2.44
2.44
3.77
5660
Posts,
X
2
Gab
Tongue and groove
floor planks
2
8
5682
Rafters, ordinary,
6" OC, 2" x 4"
880
.018
5683
2"
6"
840
5684
2" X 8"
5685
2"xl0"
1
X
2"xl2"
-
M.B.F
450
293
293 .67
.67
1.03
.019
.70
.70
1.08
820
.020
.72
.72
1.10
820
.020
.72
.72
1.10
S.F
810
.020
.72
.72
1.12
1170
.014
.50
.50
.77
5688
2" X 6"
1117
.014
.52
.52
.81
5689
2" X 8"
1091
.015
.54
.54
.83
5690
2"xl0"
1091
.015
.54
.54
.83
5691
2"xl2"
1077
.015
.54
.54
.84
862
.019
.68
.68
1.05
.69
1.06
5686
24" OC,
5687
5795
Rafters, ordinary,
2"x4"
2" x 4"
(alternate
method)
IF
5800
2" X 6" (alternate method)
850
.019
.69
5840
2" X 8" (alternate method)
837
.019
.70
.70
1.08
5855
2" X
1
825
.019
.71
.71
1.10
5865
2" X
1
812
.020
.72
.72
1.11
5870
2" X 4"
1170
.007
.25
.25
.39
780
.010
.38
.38
.58
5871
Sill
plate,
0"
(alternate
2" (alternate method)
r I
Gab
2" X 6"
5872
2"x8"
5873
Alternate pricing
5885
method)
Ridge boord, 1" x 4"
5886
l"x6"
5887
l"x8"
586 .78
method 2
Gab
^
168
7
LF
375
375
.77
.50
.50
.014
10.256 M.B.F.
580
900
.018
.65
.65
1.01
875
.018
.67
.67
1.03
850
.019
.69
.69
1.06
05
Common Work Results for Wood,
06 05 05 - Selective
Wood and
Plastics,
and Composites^
Plastics Demolition I
06 05 05.10 Selective Demolition
Wood
Framing
Labor-
Crew
Output
Hours
Unit
2Clab
825
.019
L.F.
2014 Bare Material
Equipment
Labor
Total
Costs
1
Total
IncI 1
l"xl0"
5888
Daily
.71
.71
O&P 1.10
5889
l"xl2"
800
.020
.73
.73:
5890
2" X 4"
900
.018
.65
.65
1.01
5892
2" X 6"
875
.018
.67
.67
1.03
5894
2" X 8"
850
.019
.69
.69!
1.06
5896
2"xl0"
825
.019
.71
.71
1.10
5898
2"xl2"
800
.020
.73
.73
1.13
1250
.013
.47
.47
.72
6050
Rafter
tie,
1.13
‘
l"x4"
6052
l"x6"
1135
.014
.52
.52
.80
6054
2"x4"
1000
.016
.59
.59
.90
970
.016
.60
.60
.93
4700
.002
.06
.06
.10
6056
2"x6"
6070
Sleepers, on concrete,
1
" x 2"
IClab
6075
l"x3"
4000
.002
.07
.07
.11
6080
2"
4"
3000
.003
.10
.10
.15
6085
2"x6"
.11
.11
.17
.37
.37
.57
6086
X
'I
5/16"
Sheathing from roof,
2
1'
Gab
3/8"
6088
2600
.003
1600
.010
1525
.010
.38
.38
.59
S.F.
6090
1/2"
1400
.011
.42
.42
.65
6092
5/8"
1300
.012
.45
.45
.70
6094
3/4"
1200
.013
.49
.49
.75
1400
.011
.42
.42
.65
1200
.013
.49
.49
.75
,
6096
Board sheathing from roof
6100
Sheathing, from walls,
1/4"
6110
5/16"
1175
.014
.50
.50
.77
6120
3/8"
1150
.014
.51
.51
.79
6130
1/2"
1125
.014
.52
.52
.80
6140
5/8"
1100
.015
.53
.53
.82
6150
3/4"
1075
.015
.55
.55
.84
6152
Board sheathing from walls
1500
.011
.39
.39
.60
6158
Subfloor, with boards
1050
.015
.56
.56
.86
/2"
768
.021
.76
.76
1.18
6162
5/8"
thick
760
.021
.77
.77
1.19
6164
3/4"
thick
750
.021
.78
.78
1.21
6165
M/8"
720
.022
.81
.81
1.26
780
.010
.38
.38
.58
6160
6166
Plywood,
1
Underloyment,
thick
thick
particle board,
3/8"
thick
IClab
6168
1/2"
thick
768
.010
.38
.38
.59
6170
5/8"
thick
760
.011
.39
.39
.60
3/4"
thick
750
.011
40
.400
26
.615
no
.073
80
.100
6172 6200
Stairs
and
stringers,
minimum
6240
Maximum
6300
Components, tread
6320
2
Gab
.39
.39
.60
14.65
14.65
22.50
22.50
22.50
35
t
1
Gob
Riser
6390
Riser
2"x 10"
Fa.
n
2.67
2.67
4.11
3.67
3.67
5.65
260
.031
1.13
1.13
1.74
6400
2"xl2"
260
.031
1.13
1.13
1.74
6410
3"xl0"
250
.032
1.17
1.17
1.81
6420
3"xl2"
250
.032
1.17
1.17
1.81
6590
Stringer,
Wood
2" X 3"
LF.
3076
.005
.19
.19
.29
6600
2" X 4"
2000
.008
.29
.29
.45
6640
2" X 6"
1600
.010
.37
.37
.57
600
.013
.49
.49
.75
480
.017
.61
.61
.94
1125
.007
.26
.26
.40
1125
.007
.26
.26
.40
6720
6740 6750 6755
studs,
Wall framing, including studs, plates and blocking, 2" x 4"
2"x6" Headers, 2" x 4"
2" X 6"
2
1
Gab
Gab
1r S.F.
"
L.F.
06 05 Common Work Results 06 05 05 - Selective
Wood and
06 05 05.10 Selective Demolition
Wood
Woo^^^astlcs, and Composites
for
Plastics Demolition Daily
Labor-
Crew
Output
Hours
Unit
IClab
1050
.008
L.F.
Framing
6765
2''xl0"
6770
2"xl2"
1000
6780
4"xl0"
6785
4"xl2"
6790
6" X 8
6795 6797
7000
2014 Bare Material
Labor
Costs
Total
Equipment
Total
IncI
O&P
.28
.28
.43
.008
.29
.29
.45
525
.015
.56
.56
.86
500
.016
.59
.59
.90
560
.014
.52
.52
.81
6"xl0"
525
.015
.56
.56
.86
6"xl2"
500
.016
.59
.59
.90
"
Trusses
7050
12' span
2Clab
74
.216
7150
24' span
F-3
66
.606
7.90
Eo.
7.90
12.25
28.50
10.05
38.55
54.50
7200
26' span
64
.625
29
10.35
39.35
56.50
7250
28' span
62
.645
30
10.70
40.70
58.50
7300
30' span
58
.690
32
11.45
43.45
62
7350
32' span
56
.714
33.50
11.85
45.35
64.50
7400
34' span
54
.741
34.50
12.30
46.80
66.50
7450
36' span
52
.769
36
12.75
48.75
69.50
520
.015
,56
.87
640
.013
.46
.46
.71
315
.051
2.33
2.33
3.59
8000
Soffit,
8010
T
& G wood
Clab
Hardboord, vinyl or aluminum
8030 9500
1
Plywood
2 Corp
See Section 02 41 19.19
1
.56
S.F.
r
for rubbish bundling
06 05 05.20 Selective Demolition Millwork and Trim ...
1
0010
SELECTIVE DEMOLITION
MILLWORK AND TRIM
R024119 10 I
1000
wood, base cabinets, per
Cobinets,
1020
Woll cabinets, per
80
2 Clab
L.F.
.200
7.35
11.30
ft
80
.200
18
.889
20
.800
60
.267
60
.267
320
.050
200
.080
200
.080
120
.133
L.F.
7.35
L.F.
7.35
7.35
11.30 1
1060
Remove and
Steel, painted, base cabinets
Fa.
41
41
63
36.50
36.50
56.50
9.75
9.75
15.10
9.75
9.75
15.10
ff
IF. ft
Casework, large area
S.F.
1.83
1.83
2.83
2.93
2.93
4.52
ff
Selective
Counter top,
1510
minimum
Maximum
1550
Remove and
1560
2000
2 Clab
Wall cabinets
1220 1500
2 Carp
Wall cabinets
1120 1200
base cabinets
f
1070 1100
reset,
1r
reset,
minimum
2100
Boards,
2 Clab
l"x 4"
2.93
2.93
4.52
4.89
4.89
7.55
50
.320
14.65
14.65
22.50
40
.400
18.35
18.35
28.50
2000
.008
.29
.29
.45
700
.023
.84
.84
1.29
2 Carp
Maximum Paneling, 4' x 8' sheets
IF.
S.F.
2120
l"x6"
750
.021
.78
.78
1.21
2140
l"x8"
800
.020
.73
.73
1.13
1200
.013
.49
.49
.75
3000
Trim, baseboard, to
6" wide
3040
Greater than 6" and up to
3080
Remove and
3090
reset,
2" wide
minimum
Ceiling trim
3120
Chair
3140
Railings with balusters
rail
Wainscoting
06 05 23
-•
Wood^
Plastic^
L.F.
1000
.016
.59
.59
.90
2 Carp
400
.040
1.83
1.83
2.83
300
.053
2.45
2.45
3.77
2 Clab
1000
.016
.59
.59
.90
1200
.013
.49
.49
.75
240
.067
2.44
2.44
3.77
700
.023
.84
.84
1.29
Maximum
3100
3160
1
7 S.F.
and Composite Fastenings
06 05 23.10 Nails 0010
NAILS,
material only, based upon
50# box
purchase
0020
Copper
9.65
9.65
10.60
0400
Stainless steel, plain
9.25
9.25
10.15
0500
Box, 3d to 20d, bright
1.28
1.28
1.41
170
noils, plain
Lb.
Common Work Results for Wood,
6 05
06 05 23 - Wood/
PlastiC/
0600
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
1
Galvanized
Common, 3d
Lb.
60d, plain
to
and Composites
and Composite Fastenings
06 05 23.10 Nails 0520
Plastics,
Labor
Total
Costs
Equipment
Ind
Total
O&P
1.76
1.76
1.94
1.10
1.10
1.21
0700
Galvanized
1.97
1.97
2.17
0800
Aluminum
5.85
5.85
6.45
1000
Annular or
1200 1400
to
60d,
plain
Drywall nails, plain
1600 1800
4d
spiral thread,
Galvanized
Galvanized Finish nails,
4d
to
Od, plain
1
2.56
2.56
2.82
3.03
3.03
3.33
1.37
1.37
1.51
2
2
2.20
1.25
1.25
1.38
2000
Galvanized
1.86
1.86
2.05
2100
Aluminum
5.85
5.85
6.45
2.63
2.63
2.89
4.04
4.04
4.44
2
2
2.20
1.71
1.71
1.88
3.79
3.79
4.17
1.76
1.76
1.94
4.85
4.85
5.35
2.49
2.49
2.74
2.02
2.02
2.22
5.85
5.85
6.45
.11
.11
.12
.14
.14
.15
2.50
2.50
2.75
3.20
3.20
3.52
2300
Flooring nails, hardened steel,
2400
Galvanized
2500
Gypsum
2600
Masonry
2700 2900
3600
steel,
3/4"
to
3"
long, plain
Aluminum Compressed lead head, threaded, galvanized Siding nails, plain shank, galvanized
Aluminum Add
5200 5500
hardened
Roofing nails, threaded, galvanized
3800 5000
lOd, plain
Galvanized
3100 3300
to
1-1/8", 13 ga. Flathead, blued
lath nails,
noils,
2d
to prices
above
cement coating
for
Zinc or tin plating Vinyl coated sinkers,
8d
to
1
6d
06 05 23.40 Sheet Metal Screws 0010 0020
SHEET METAL SCREWS Steel, standard,
0100
#14
1000 Self-drilling,
#10
1800
4.84
Galvanized
4.40
4.40
4.84
9.65
9.65
10.60
9.65
9.65
10.60
#14
X 1", plain
X 2", plain
15
15
16.50
Galvanized
15
15
16.50
#8
7.30
7.30
8
Galvanized
7.30
7.30
8
3/4",
7.80
7.80
8.55
7.80
7.80
8.55
8.10
8.10
8.95
x
3/4",
plain
plain
Galvanized
w/aluminum
#14
06 05 23.50
or
neoprene washers,
#14
x 1", plain
10
X 2", plain
Wood
10
11
Screws
WOOD SCREWS #8x1"
0100
long, steel
Brass
#8, 2" long,
0300
steel
C
2.70
2.70
2.97
12.20
12.20
13.40
4.16
22
Brass
4.16
22
4.58
24
1
#1 0,
0500
0600
4.40
Stainless steel
3100
0400
4.40
X
1900
0200
3.52
with washers, (pinch point)
1600
0020
3.20
Galvonized
0900
0010
3.20
With washers,
0700
3000
C
1", plain
#10x
0400
1500
x 3/4", plain
Galvonized
0300
0600
#8
" long, steel
Brass
#10, 2"
long, steel
3.30
3.30
3.63
15.60
15.60
17.15
5.30
5.30
5.85
0700
Brass
0800
#1 0, 3" long,
steel
8.85
8.85
9.75
1000
2" long,
steel
7.30
7.30
8.05
#1
2,
27
27
29.50
171
05 Common Work Results for Wopcj^Plastlcs^ and Composites 06 05 23 - Wood/ Wood
06 05 23.50 1100
and Composite Fastenings
Plastic^
Screws
Crew
j
Doily
Labor-
Output
Hours
2014 Bore
C
3" long,
1500
#1
2,
2000
#1
2,
4"
Moteriol
Unit
Brass steel
long, steel
Equipment
Labor
IncI
O&P 38
lllT
11.15
12.30
18.75!
20.50
.
i
^
'
TIMBER CONNECTORS
!
34.5^
06 05 23.60 Timber Connectors 0010
Total
Total
34.50
18.75
V
1
Costs
^ L
0020
Add up cost of each port
0100
Connector plates,
0110
for total cost of connection
2 Carp
steel, with bolts, straight
Tee, 7 go.
30.50
75
.213
9.80
40.30
48.50
50
.320
35
14.65
49.65
61
Fa.
|
i
0120
T-
0150
Anchor plates, 7 go., 9" x 7"
0200
Bolts,
Strop,
machine,
1
go.,
4
2" x 8" x 2"
1
^
r
&
sq. hd. with nut
washer,
1
/2"
diameter, 4" long
1
Carp
50
.320
35
14.65
49.65
61
75
.213
30.50
9.80
40.30
48.50
140
.057
.75
2.62
3.37
4.87
130
.062
1.37
2.82
4.19
5.85
130
.062
3.20
2.82
6.02
7.85
95
.084
5.95
3.86
9.81
12.50
450
.018
.82
.82
1.26
•
7-1/2"
0300
3/4"
0500 0610
Machine
0800
Drilling bolt
long
7-1/2" long
diometer,
w/nut, washer, 3/4" diam.,
bolts,
holes
timber,
in
/2"
1
Framing anchor, angle, 3" x 3" x
1150
Framing anchors, 18 ga., 4-1/2" x 2-3/4"
1160
Framing anchors,
1170
Clip
1
ga., 4-1
8
Holdowns, 3 ga. base,
1260
Holdowns, 7 go.
1270
Holdowns, 7 ga.
1275
Holdowns, Joist
1
1
/2"
6 ga.
x
8" x 2-1 2 go.
2"
to
3"
galv.,
0"
x
X 3-1
8 ga.
1
X
10"
6"
to
3" X
1900
4" X
2000 2100
1
to
0"
to
two-2" x 10"
3/1 6"
0"
1
to
1
0"
joist
2500
6"
12"
joist
1/4"
Galvanized Post framing,
3300
Cap
1
Rafter anchors,
1
joists
;
joist
3/4"
galv.,
4000
Sill
4100
Spike grids, 3" x 6"
embedded
Split rings, 2-1
/2"
Karp
1-1/2" wide, 5-1/4" long
concrete or block, 25-1 /2" long
:
diameter
!
4" diameter Tie plate,
20
ga.,
7" x 3
175 175 175
.046
8
1
25
8
1
8
1
8
1
1.05
1.05
1.62
2.61
2.10
4.71
6.10
.046
2.61
2.10
4.71
6.10
.046
2.61
2.10
4.71
6.10
Ea.
2.61
2.10
4.71
71
98.50
25
46
71
98.50
25
46
71
98.50
25
46
71
98.50
Tie plate,
20
ga.,
5" x 4
4575
Twist straps,
4580
Twist straps, 18ga.,
1
8
ga.,
2"
.046
.73
2.10
165
.048
1.39
2.22
3.61
4.96
160
.050
2.96
2.29
5.25
6.80
160
.050
4.92
2.29
7.21
8.95
155
.052
3.07
2.37
5.44
7.05
155
.052
5
2.37
7.37
9.15
150
.053
4.19
2.45
6.64
8.40
150
.053
4.68
2.45
7.13
8.90
145
.055
65
2.53
67.53
75.50
140
.057
67.50
2.62
70.12
78.50
135
.059
70.50
2.72
73.22
81.50
2.82
75.82
85
73
.062
/8"
130
.062
130
.062
145
.055
145
•
.24
.24
.26
.18
.18
.20
16.40
2.82
19.22
22.50
23
2.82
25.82
29.50
.49
2.53
3.02
4.44
.055
1.46
2.53
3.99
5.50
120
.067
2.38
3.06
5.44
7.35
115
.070
5.65
3.19
8.84
11.10
115
.070
12.70
3.19
15.89
18.85
120
.067
.96
3.06
4.02
5.80
120
.067
1.96
3.06
5.02
6.90
no no
.073
2.97
3.33
6.30
8.40
.073
2.97
3.33
6.30
8.40
no
.073
2.97
3.33
6.30
8.40 8.40 8.40
:
1
/8"
. 1
1
/4"
x
1
1
16"x
1
1/4"
1
^
no
.073
2.97
3.33
6.30
no
.073
2.97
3.33
6.30
1
.
L_j
172
4.03
175
2.83
c
4560
6.10
46
.
long
in
.046
clip
4" x 4" base, 2 piece 6 ga. galv. for
18ga.
.023
175
panels
4" diameter anchors,
Inch
350
130
r
clip, for
Sheer plates, 2-5/8" diameter
3900
4550
joists
4"
i
8 ga. back-up
10-3/4"
3600
1
extruded aluminum H
clips,
3200
joist
joist
6"xl4"
thick,
4"
two-2" X
6"x8"
thick,
X
1
joist
joist
Two-2" X 6"
6" X
4500
0"
X
2400
4400
1
to
1
joist
joist
4"
Two-2" X
Plywood
1
2" x 4"
joist
3" x
4"x6"to 4"x 10"
X
4"
/
golv., for
4"
1800
3000
3"
x
/2"
1700
2700
/2", 12 ga
3-1 /8"
3"
2300
1-1
0 ga. body
1
/1 6"
4-3/8"
1
2" X 6"
1600
-1
1 1
and beam hangers,
1400
3800
hangers
anchors plates, 18 ga., 12" x 1-1/8"
1250
3500
& beam
ft
1100
2900
HD's
L,
diameter
1" diameter
0900
1300
1
5"
^
;
j
05 Common Work Results for Wood, 06 05 23 - Woody
4700
Strap Strap
ties,
ties,
20 1
2-5/8"
Toothed
5200
Truss plates, nailed,
20
5400
Washers, 2" x 2" x
1
Carp
2" long
1/8"
or
4" diameter 32' span
ga., up to
Daily
Labor-
Output
Hours
180
.044
2014 Bare Unit
Moterial
.94
Ea.
6" 3" X 3" X 3/1
6000
Angles and gussets, painted
Labor
2.04
Total
Costs
Equipment
Total
i
2.98
i
IncI
O&P 4.17
180
.044
.94
2.04
2.98'
4.17
160
.050
2.96
2.29
5.25'
6.80
90
.089
17
.471
Truss
1.78
4.08
12.90
21.50
5.86'
34.40
.40
Ea.
5500
8.25
47.50
.40,
.44
f
1.06
7ga„ 3-1/4"
6012
1
long
xM/4"
5000
rings,
Crew
/1 6" wide, 1213/1 6"
-1
1-3/8" wide,
6 ga.,
21-5/8"
4800
go., 2
and Composites
and Composite Fastenings
Plastic^
06 05 23.60 Timber Connectors 4600
Plastics,
X
3-1/4"
X
2-1/2" long
1
Carp
1.06
1.17
1,100
193
1,293
1,525
4.211
2,150
193
2,343
2,675
1.90
4.211
1.90
C
6014
3-1/4"
X
3-1/4"
X 5" long
6016
3-1/4"
X
3-1/4"
X
7-1/2" long
1.85
4.324
4,075
198
4,273
4,775
6018
5-3/4"
X
5-3/4"
X
2-1/2"
1.85
4.324
2,625
198
2,823
3,200
6020
5-3/4" X 5-3/4" X 5" long
1.85
4.324
4,175
198
4,373
4,900
6022
5-3/4"
5-3/4"
1.80
4.444
6,175
204
6,379
7,125
X
long
7-1/2" long
X
4-1/4" X 4-1/4" X 3" long
1.85
4.324
2,800
198
2,998
3,375
6026
4-1/4"
X
4-1/4"
X
6" long
1.85
4.324
6,000
198
6,198
6,900
6028
4-1/4"
X
4-1/4"
X
9" long
1.80
4.444
6,750
204
6,954
7,750
6030
7-1/4"
X
7-1/4"
X 3" long
1.80
4.444
4,825
204
5,029
5,650
6032
7-1/4" X 7-1/4"
6" long
1.80
4.444
6,525
204
6,729
7,500
7-1/4" X 9" long
1.75
4.571
14,600
210
14,810
16,400
1.80
4.444
4,625
204
4,829
5,400
1.80
4.444
6,400
204
6,604
7,375
1
8
19,600
365
19,965
22,200
1
8
20,500
365
20,865
23,100
1
8
23,200
365
23,565
26,200
1
8
21,200
365
21,565
23,900
1
8
24,400
365
24,765
27,500
1
8
26,100
365
26,465
29,300
1.80
4.444
20,500
204
20,704
22,800
20,500
204
20,704
22,800
3ga„
6024
7-1/4"
6034 6036
Gussets
6038
6040 6101
X
X
Beam
6102
8-1
3 ga.,
9-3/4"
x
8-1
/8"x 2-3/4"
9-3/4"
x
long
3-1
/4"
(W
x
H x
X
9"
X
1
2" top flange
1
2" top flange
5-1
/4"
X
6108
5-1/4"
X
11"
6110
6-7/8"
X 9" X
6112
6-7/8"
X 11" X 13-1/2" top flange
6114
8-7/8"
X
Nailed, 3 ga., 3-1
/4"
/4"
X
X 11
11" X
(W 1
1
H x
L)
/2"
X
/2"
6122
9-1 /2"
6124
5-1/4"
9-1/2"
6128
6-7 /8"
X
5-1/2" top flange
x
5-1/4" X
1
-3/4" top flange
0-1
3-1
X
0-1
X 8-1
/2"
1
0" top flange
1
2" top flange
X
1
1.80
4.444
20,900
204
21,104
23,300
X
12" top flange
1.80
4.444
20,900
204
21,104
23,300
X
2" top flange
1.80
4.444
21,400
204
21,604
23,800
1
(W
x H x
L)
/4"
X
1
6138
3-1/4"
X
10-1/2"
6140
3-1
/4"
X
1
6142
3-1 /4"
X
1
9-1
/2"x
6144
3-1
/4"
X
1
9-1
/2"x 6-7/8"
6146
3-1 /4"
X
1
9-1
/2"x 8-7/8"
^
c
4.444
3-1
/2"x
/4"x
6" saddle
.50
16
15,300
735
16,035
17,900
6-7/8"
X
6" saddle
.50
16
16,100
735
16,835
18,800
/2"x 8-7/8"
X
6" saddle
.50
16
16,900
735
17,635
19,700
10-1/8" saddle
.40
20
15,300
915
16,215
18,200
X
10-1/8" saddle
.40
20
16,100
915
17,015
19,100
X
10-1/8" saddle
.40
20
16,900
915
17,815
20,000
.50
16
18,300
735
19,035
21,200
X 9" saddle
.50
16
20,000
735
20,735
23,100
12" saddle
X
5-1
5-1
/4"x
5-1
/4"
X 9-1
/2"x
6150
5-1
/4"
X 9-1
/2"x 6-7/8"
6152
5-1
/4"
X
1
6154
5-1
/4"
X
1
6156
5-1
/4"
X
6158
5-1
/4"
X
6148
Carp
\7
1.80
X
6136
0-1
1
c
0" top flange
Saddle hangers, glu-lam 0-1
Carp
12" top flange
6120
6134
C /r
f
1
6106
6118
Carp
L)
9" X
6116
1
3-1/4" long
hangers, polymer painted
Bolted, 3 ga.,
6104
/8"x
7ga„
5-1
0-1
/2"x
8"
X 5-1
/4"x 12"
saddle
1
Carp
c
.50
16
21,800
735
22,535
25,000
saddle
.40
20
18,300
915
19,215
21,500
1
8" X 6-7/8" X 12-1/8" saddle
.40
20
20,000
915
20,915
23,400
1
8" X spec x
.40
20
21,800
915
22,715
25,300
6160
6-7/8" X 8-1/2" X 6-7/8" X 12" saddle
.50
16
21,800
735
22,535
25,100
6162
6-7/8"
12" saddle
.50
16
22,600
735
23,335
25,900
6164
6-7 /8"
.50
16
21,800
735
22,535
25,100
X 8-1 X
1
spec X
/4"x 12-1/8"
1
2-1
/2"x 8-7/8"
0-1
/2"
X spec x
/8"
X 1
saddle
2" saddle
J
173
Common Work Results for Wood, Plastics, and Composites
05
Wood,
06 05 23
Plastic,
and Composite Fastenings Labor-
Output
Hours
Unit
.40
20
C
.40
saddle
5-3/4" saddle
06 05 23.60 Timber Connectors
Crew
6166
6-7/8"
X
1
8" X 6-7/8" X 13-3/4" saddle
6168
6-7/8"
X
1
8" X 8-7/8" X 13-3/4" saddle
6170
6-7/8"
X
18"xspecx 13-3/4"
6172
8-7/8"
X
1
6201
Beam and
8" X spec x
1
j
Daily
pudin hangers, galvanized,
3" x 8"
1
1
Carp
2014 Bare Material
Labor
Total
Costs
Equipment
InclO&P
Total
21,800
915
22,715
25,400
20
22,600
915
23,515
26,200
.40
20
24,400
915
25,315
28,200
.40
20
38,000
915
38,915
43,200j
x:
U
N
2 ga.
6202
Purlin or joist size,
1.70
4.706
2,025
216
2,241
2,550^
6204
3"xl0"
1.70
4.706
2,175
216
2,391
2,725
6206
3"xl2"
1.65
4.848
2,500
222
2,722
3,100
6208
3"xl4"
1.65
4.848
2,675
222
2,897
3,275
6210
3"xl6"
1.65
4.848
2,825
222
3,047
3,450
6212
4" X 8"
1.65
4.848
2,025
222
2,247
2,600
6214
4"xl0"
1.65
4.848.
2,200
222
2,422
2,775
6216
4"xl2"
1.60
5
2,600
229
2,829
3,200
6218
4"xl4"
1.60
5
2,750
229
2,979
3,375
6220
4"xl6"
1.60
5
2,925
229
3,154
3,575
6222
6" X 8"
1.60
5
2,625
229
2,854
3,225
6224
6"xl0"
1.55
5.161
2,675
237
2,912
3,325
6226
6"xl2"
1.55
5.161
4,575
237
4,812
5,425
6228
6"xl4"
1.50
5.333
4,850
245
5,095
V
1.50
5.333
5,125
245
5,370
6,025
Carp
1.80
4.444
7,725
204
7,929
8,800
6"xl6"
6230 6250 6252
1
Beam
Carp
c
seats
Beam
size, 5-1
/4" wide
6254
5"x7"xl/4"
6256
6"x7"x3/8"
1.80
4.444
8,650
204
8,854
9,850
6258
7"x7"x3/8"
1.80
4.444
9,250
204
9,454
10,500
6260
8" X 7" X 3/8"
1.80
4.444
10,900
204
11,104
12,300
1.80
4.444
9,225
204
9,429
10,400
1.80
4.444
12,000
204
12,204
13,500
1.80
4.444
12,200
204
12,404
13,700
1,
1.80
4.444
14,400
204
14,604
16,200
Carp
1.80
4.444
12,500
204
12,704
14,000
14,600
204
14,804
16,300
15,200
204
15,404
17,000
16,510
18,200
6262
Beam
size,
1f
c
6-7/8" wide
6264
5"x9"xl/4"
6266
6"
X
9" X 3/8"
6268
7"
X
9"
X
3/8"
6270
8"
X
9"
X
3/8"
6272
1
I
Carp
:
c
1r
Special beams, over 6-7/8" wide
6274
5"xl0"x3/8"
6276
6"xl0"x3/8"
1.80
4.444
6278
7"xl0"x3/8"
1.80
4.444
6280
8" X 10" X 3/8"
1.75
4.571
16,300
210
6282
5-1/4" X 12" X 5/16"
1.75
4.571
12,600
210
12,810
14,200
6284
6-1/2"
1.75
4.571
20,900
210
21,110
23,300
6286
5-l/4"xl6"x5/16"
1.70
4.706
18,600
216
18,816
20,700
6288
6-1/2"
1.70
4.706
24,200
216
24,416
27,000
6290
5-1/4" X 20" X 5/1
1.70
4.706
21,800
216
22,016
24,300
6292
6-1/2"
r
1.65
4.848
28,500
222
28,722
31,700
Carp
1.80
4.444
780
204
984
1,175
4.444
2,850
204
3,054
3,475
4.444
1,825
204
2,029
2,325
3,179
3,600
6300 6302
X
X
X
1
12" X 3/8"
16"
20"
X
X
:
:
3/8" 6"
3/8"
c
Column bases
4x4, 16ga.
1
6306
7 go.
1.80
6308
4 X 6, 16 ga.
1.80
c
6312
7 ga.
1.80
4.444
2,975
204
6314
6 X 6, 16 ga.
1.75
4.571
2,050
210
2,260
2,600
4,285
4,800
6318 6320 6322 6324 6326
174
7 ga.
6 X 8, 7 ga.
6 X 10, 7 ga. ’
6 X 12, 7 ga. 8 X 8, 7 go.
1.75
4.571
4,075
210
1.70
4.706
3,175
216
3,391
3,800
3,616
4,050
1.70
4.706
3,400
216
1.70
4.706
3,675
216
3,891
4,375
222
6,422
7,175
1.65 r
4.848
6,200
Common Work Results for Wood,
05
06 05 23 - Wood/
Plastic,
Plastics,
and Composites
and Composite Fastenings
06 05 23.60 Timber Connectors
Crew
Daily
Labor-
Output
Hours
Unit
1.65
4.848
C
2014 Bare Material
Labor
Total
Costs
Equipment
Total
O&P
IncI
6330
8 X 10, 7 go.
7,425
222
7,647
8,525
6332
8 X 12, 7 go.
1.60
5
8,075
229
8,304
9,225
6334
10
X 10, 3 go.
1.60
5
8,225
229
8,454
9,400
6336
10 X 12, 3 go.
1.60
5
9,475
229
9,704
10,800
6338
12 X 12, 3 go.
1.55
5.161
10,300
237
10,537
11,700
6350
1
Carp
Column cops, painted, 3 go.
/4"x 3-5/8"
6352
3-1
1.80
4.444
10,400
204
10,604
11,800
6354
3-1/4"
X
5-1/2"
1.80
4.444
10,400
204
10,604
11,800
6356
3-5/8"
X
3-5/8"
1.80
4.444
8,550
204
8,754
9,725
6358
3-5/8"
X
5-1/2"
1.80
4.444
8,550
204
8,754
9,725
6360
5-1/4"
X
5-1/2"
1.75
4.571
11,200
210
11,410
12,600
6362
5-1/4"
X
7-1/2"
1.75
4.571
11,200
210
11,410
12,600
6364
5-1/2" X 3-5/8"
1.75
4.571
12,100
210
12,310
13,600
6366
5-1/2"
X
5-1/2"
1.75
4.571
12,100
210
12,310
13,600
6368
5-1/2"
X
7-1/2"
1.70
4.706
12,100
216
12,316
13,600
1
Carp
C
6370
6-7/8" X 5-1/2"
1.70
4.706
12,600
216
12,816
14,100
6372
6-7/8"
X
6-7/8"
1.70
4.706
12,600
216
12,816
14,100
6374
6-7/8"
X
7-1/2"
1.70
4.706
12,600
216
12,816
14,100
6376
7-1/2"
X
5-1/2"
1.65
4.848
13,100
222
13,322
14,800
6378
7-1/2"
X
7-1/2"
1.65
4.848
13,100
222
13,322
14,800
6380
8-7/8"
X
5-1/2"
1.60
5
13,900
229
14,129
15,700
6382
8-7/8"
X
7-1/2"
1.60
5
13,900
229
14,129
15,700
9-1/2"
X
5-1/2"
1.60
5
.r
18,800
229
19,029
21,000
1.80
4.444
C
5,000
204
5,204
5,825
1.75
4.571
5,250
210
5,460
6,100
1.70
4.706
9,250
216
9,466
10,500
1.80
4.444
2,800
204
3,004
3,425
1.80
4.444
3,150
204
3,354
3,775
1.80
4.444
3,250
204
3,454
3,900
1.80
4.444
.w
3,250
204
3,454
3,900
C
6384
6400
Floor
6402
tie
10
6406 6410
3
3" X 37-1/2"
go.,
X
3-1/2"
1
Carp
45-1/2" X
56"
-
Girder hangers
6" wall thickness, 4" x 6"
6412
1
Carp
4" X 8"
6414
8" wall thickness, 4" x 6"
6416
4"
6418
6420
go.,
3-1/2"
6404
1r
onchors, polymer point
X
8" ,
C
Hinge connections, polymer painted
3/4"
6422
thick top plate
6424
5-l/4"xl2"w/5"x5"top
1
8
35,900
365
36,265
40,100
6426
5-1
6" top
.80
10
38,100
460
38,560
42,600
6428
5-l/4"xl8"w/7"x7"top
.70
11.429
40,100
525
40,625
44,900
5-l/4"x26"w/9"x9"top
.60
13.333
- -
42,700
610
43,310
47,800
c
6430
/4"
X
1
5"
w/6"
X
1
Carp
1" thick top plate
6432 6434
6-7/8"xl4"w/5"x5"top
.80
10
43,700
460
44,160
48,800
6436
6-7/8"
6" top
.80
10
48,600
460
49,060
54,000
6438
6-7/8"x21"w/7"x7"top
.70
11.429
53,000
525
53,525
59,500
6440
6-7/8"x31"w/9"x9"top
.60
13.333
58,000
610
58,610
65,000
.60
13.333
54,500
610
55,110
61,000
.50
16
60,000
735
60,735
67,000
1-1/4"
6442 6444
-
X
17" w/6"
X
1
Carp
thick top plate
8-7/8"xl6"w/5"x5"top
1
Carp
c
X
21" w/6"
X 6" top
6448
8-7/8"
X
26" w/7"
x 7" top
.40
20
68,000
915
68,915
76,000
6450
8-7/8"x39"w/9"x9"top
.30
26.667
84,500
1,225
85,725
95,000
.90
8.889
1,375
410
1,785
2,125
1,800
430
2,230
2,675
1,450
430
1,880
2,250
6446
6460
8-7/8"
1,
1r
Holddowns
6462
Embedded along edge
6464
26"
long,
12 go.
6466
35"
long,
12
ga.
.85
9.412
6468
35"
long,
10
ga.
.85
9.412
1
Carp
r
c
-
175
06 05 Common Work Results 06 05 23 - Wood/
Plastic^
for
Plastics,
and Composites
and Composite Fastenings
06 05 23.60 Timber Connectors 6470
Wood^
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Labor
Total
Costs
Equipment
Total
Ind
O&P
Embedded away from edge
6472
Medium
1
12 ga.
duty,
6474
18-1/2"
long
6476
23-3/4"
long
6478
28"
6480
35"
.95
8.421
.90
8.889
long
.85
9.412
long
.85
9.412
.85
9.412
1
Carp
825
385
1,210
1,500
965
410
1,375
1,675
985
430
1,415
l,750j
1r
1,350
430
1,780
2,150
C
1,750
430
2,180
2,625
1,925
430
2,355
2,
2,000
365
2,365
2,775
C
% [
6482
Heavy
duty,
6484
28"
6486
35"
1
ga.
0
long
1
Carp
" long
ft
.85
9.412
ns
6490
Surface mounted
6492
2-1/2"
1
8
6494
2-l/2"x8",12ga.
1
8
1,225
365
1,590
1,925
6496
2-7/8"
X 6-3/8", 7 ga.
1
8
4,425
365
4,790
5,450
6498
2-7/8"
X 12-1/2", 3 ga.
1
8
4,550
365
4,915
5,575
6500
3-3/1 6" X 9-3/8", 10 ga.
1
8
3,025
365
3,390
3,925
6502
3-1/2"
X 11-5/8", 3 ga.
1
8
5,525
365
5,890
6,675
6504
3-1/2"
X
14-3/4", 3 ga.
1
8
7,000
365
7,365
8,275
6506
3-1/2" X 16-1/2", 3
1
8
8,450
365
8,815
9,875
6508
3-1/2"
X
20-1/2", 3 ga.
.90
8.889
8,650
410
9,060
10,200
6510
3-1/2"
X
24-1/2", 3 ga.
.90
8.889
10,900
410
11,310
12,600
6512
4-1/4"
X
20-3/4", 3 ga.
.90
8.889
7,450
410
7,860
8,825
1.65
4.848
545
222
767
945
6520 6522
Joist
Sloped,
field adjustable,
6526
2" X 8"
6528
2"xl0"
6530
3"
6532
4"xl0"
6540
1
Carp
ga.
c «
hangers
2"x6"
6538
x H)
X 5-3/4", 7 ga.
6524
6536
(W
X
1
X
8 ga. 1
Carp
c
1.65
4.848
980
222
1,202
1,425
and up
1.65
4.848
1,625
222
1,847
2,150
0" and up
1.60
5
1,225
229
1,454
1,700
1.55
5.161
^r
1,475
237
1,712
2,000
1.75
4.571
c
870
210
1,080
1,275
1.65
4.848
885
222
1,107
1,325
-
and up
Skewed 45°, 16 2"
1
^
ga.
4"
2" X 6"
1
or
Carp
2" X 8"
6542
2"xl0"
or
2"xl2"
1.65
4.848
1,025
222
1,247
1,475
6544
2"
14"
or
2"xl6"
1.60
5
1,825
229
2,054
2,350
6546
(2)
2"x6"or
1.60
5
1,650
229
1,879
2,150
6548
(2)
2"xl0"
1.55
5.161
1,750
237
1,987
2,325
6550
(2) 2" X
1.50
5.333
2,775
245
3,020
3,425
6552
4"x6" or4"x8"
1.60
5
1,375
229
1,604
1,850
6554
4"xl0"or4"xl2"
1.55
5.161
1,600
237
1,837
2,150
6556
4"
1.55
5.161
2,475
237
2,712
3,100
1.60
5
1,900
229
2,129
2,425
1.55
5.161
2,625
237
2,862
3,250
X
X
14"
1
4"
or
6560
Skewed 45°, 14
6562
(2) 2" X 6"
6564
(2)
(2)
2"x8"
or (2)
or
2"xl2"
(2) 2" X 16"
4"xl6"
7
ga. or (2)
2" X 10"
2"
or (2)
x
8"
1
Carp
2"xl2"
c
6566
(2)
1.50
5.333
3,850
245
4,095
4,600
6568
4"x6"or 4"x8"
1.60
5
2,250
229
2,479
2,825
6570
4"xl0"or4"xl2"
1.55
5.161
2,375
237
2,612
2,975
6572
4"xl4"or4"xl6"
1.55
5.161
3,175
237
3,412
3,875
1.75
4.571
1,275
210
1,485
1,725
6590
2"xl4"
Joist hongers,
or (2)
heavy duty
1
2"xl6"
r
2 ga., galvanized
6592
2"x4"
6594
2"
6"
1.65
4.848
1,400
222
1,622
1,875
6595
2"x6", 16ga.
1.65
4.848
1,325
222
1,547
1,800
6596
2" X 8"
1.65
4.848
2,100
222
2,322
2,675
6597
2" X 8",
1.65
4.848
2,000
222
2,222
2,550
6598
2"xl0"
1.65
4.848
2,175
222
2,397
2,725
176
X
1
1
6 ga.
Carp
c
05 Common Work Results for Wood, 06 05 23 - Wood/
Plastic^
and Composites
and Composite Fastenings
06 05 23.60 Timber Connectors
Crew
Daily
Labor-
Output
Hours
Unit
1.65
4.848
C
6600
2"xl2"
6602
2"xl4"
1.65
6604
2"xl6"
1.65
6606
3"x4"
1.65
6608
3"
6"
1.65
X
Plastics,
1
Carp
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
2,675
222
2,897
3,275
4.848
2,775
222
2,997
3,400
4.848
2,925
222
3,147
3,575
4.848
1,775
222
1,997
2,300
4.848
2,375
222
2,597
2,950
6610
3"x8"
1.65
4.848
2,400
222
2,622
3,000
6612
3"xl0"
1.60
5
2,775
229
3,004
3,425
6614
3"xl2"
1.60
5
3,350
229
3,579
4,025
6616
3"xl4"
1.60
5
3,900
229
4,129
4,650
6618
3"xl6"
1.60
5
4,300
229
4,529
5,100
6620
(2) 2"
X
4"
1.75
4.571
i,m
210
2,285
2,600
6622
(2)
2"
X
6"
1.60
5
2,500
229
2,729
3,100
6624
(2)
2"x8"
1.60
5
2,550
229
2,779
3,150
6626
(2)
2"xl0"
1.55
5.161
2,750
237
2,987
3,400
6628
(2)
2"xl2"
1.55
5.161
3,525
237
3,762
4,250
6630
(2)
2"xl4"
1.50
5.333
3,550
245
3,795
4,300
6632
(2)
2"xl6"
1.50
5.333
3,600
245
3,845
4,325
6634
4" X 4"
1.65
4.848
1,500
222
1,722
2,000
6636
4"
6"
1.60
5
1,650
229
1,879
2,175
6638
4"x8"
1.60
5
1,900
229
2,129
2,450
6640
4"xl0"
1.55
5.161
2,350
237
2,587
2,950
6642
4"xl2"
1.55
5.161
2,500
237
2,737
3,125
6644
4"xl4"
1.55
5.161
2,975
237
3,212
3,650
6646
4"xl6"
1.55
5.161
3,275
237
3,512
3,975
6648
(3)
2"xl0"
1.50
5.333
3,625
245
3,870
4,350
6650
(3)
2"xl2"
1.50
5.333
4,025
245
4,270
4,825
6652
(3)
2"xl4"
1.45
5.517
4,325
253
4,578
5,150
6654
(3)
2"xl6"
1.45
5.517
4,400
253
4,653
5,250
6656
6"x6"
1.60
5
1,950
229
2,179
2,500
X
6658
6"x8"
1.60
5
2,000
229
2,229
2,550
6660
6"xl0"
1.55
5.161
2,400
237
2,637
3,000
6662
6"xl2"
1.55
5.161
2,725
237
2,962
3,375
6664
6"xl4"
1.50
5.333
3,425
245
3,670
4,125
1.50
5.333
4,025
245
4,270
4,800
1.80
4.444
5,225
204
5,429
6,075
1.70
4.706
6,000
216
6,216
6,925
1.60
5
6,450
229
6,679
7,450
6"xl6"
6666
6690 6692
Knee braces, galvanized,
Beam
1
2 ga. 5' long
10"x 15"x
depth,
1
Corp
5" X 22-1/2" X 7' long
C
6694
1
6696
22-1/2"
6698
28-l/2"x36"xl0'long
1.55
5.161
6,725
237
6,962
7,775
6700
36"x42"xl2'long
1.50
5.333
7,425
245
7,670
8,525
6710 6714 6716 6718
6720 6730 6732
X
28-1/2"
X 8' long
Mudsill anchors
2"
X
4"
or
3"
2" X 6"
X
3"
or
Block wall, 13-1
21-1/4" Post hoses,
1
4"
115
.070
6"
115
.070
long
115 115
1.30
6.154
1.30
6.154
1
X
/4"
Carp
long
1,350
3.19
1,353.19
1,475
1,350
3.19
1,353.19
1,475
.070
85
3.19
88.19
.070
126
3.19
129.19
c
98.E
144
2 go. galvanized
Ad|ustoble,
3-9/1 6" x 3-9/16"
1
Carp
c
1,075
282
1,357
1,600
2,025
282
2,307
2,650
6734
3-9/1 6" X 5-1/2"
6736
4"
4"
1.30
6.154
930
282
1,212
1,450
6738
4" X 6"
1.30
6.154
2,700
282
2,982
3,400
6740
5-1/2"
1.30
6.154
3,325
282
3,607
4,075
6742
6" X 6"
1.30
6.154
3,325
282
3,607
4,075
1.30
6.154
1,150
282
1,432
1,700
6744
X
X
5-1/2"
Elevated, 3-9/1 6" X 3-1/4"
^ ^
1f
177
05 Common Work Results for WooJa>PlasticS/ and Composites 06 05 23 - Woody
Plastic^
and Composite Fastenings
06 05 23.60 Timber Connectors 6746
5-1/2"
X
6748
5-1/2"
X 5"
6750
Regular,
Crew
3-5/16"
1
Carp
3-9/1 6" x 3-3/8"
6752
4"
X
6754
18
go.,
3-3/8" 5-1/4"
X
3-1/8"
Daily
Labor-
Output
Hours
Unit
1.30
6.154
C
1.30
6.154
2,475
1.30
6.154
885
1.30
6.154
1.30
6.154
2014 Bare
X
Labor
Material
Total
Costs
Equipment
Total
IncI
O&P
282
1,932
2,225
282
2,757
3,125
282
1,167
1,400
1,250
282
1,532
1,800
1,300
282
1,582
1,850
1,650
.
6755
5-1/2"
X
3-3/8"
1.30
6.154
1,300
282
1,582
1,850
6756
5-1/2"
X
5-3/8"
1.30
6.154
1,875
282
2,157
2,475
6758
6" X 3-3/8"
1.30
6.154
2,250
282
2,532
2,900
6760
6" X 5-3/8"
1.30
6.154
2,500
282
2,782
3,200
1.20
6.667
460
305
765
980
1.20
6.667 «
1,050
305
1,355
1,625
1.20
6.667
2,075
305
2,380
2,775
1.20
6.667
1,150
305
1,455
1,750
1.20
6.667
4,175
305
4,480
5,075
1.20
6.667
4,575
305
4,880
5,500
1.20
6.667
4,725
305
5,030
5,675
1
8
2,900
365
3,265
3,750
1
8
3,850
365
4,215
4,825
1
8
5,700
365
6,065
6,850
1
8
1,200
365
1,565
1,875
6762
ir
Post combination cap/bases
6764
6" 3-9/1 6" X 3-9/1
6766
3-9/1 6" X 5-1/2"
6768
4"
6770
5-1/2"
6772
6"
6774
7-1/2"
6776
8"
6790
8"
Carp
4"
X
X
5-1/2"
X
7-1/2"
6"
X
X
c
Post-beam connection caps
6792
Beam
6794
1
size
3-9/16"
4" x 4" 2 ga. post,
1
Carp
4"x6"
6796
4"x8"
6798 6800
1
1
4" X 4"
6 go. post,
c
6802
4" X 6"
1
8
2,000
365
2,365
2,775
6804
4" X 8"
1
8
3,350
365
3,715
4,275
1
8
3,350
365
3,715
4,275
3,450
365
3,815
4,375
6805 6806
Beam
6808
1
size
X
6812
6"
X
6820
Beam
6822
1
size 7-1
6826
8"
6846
8
1
8
5,450
365
5,815
6,575
8"
1
8
3,750
365
4,115
4,700
1
8
1,875
365
2,240
2,650
1
8
2,000
365
2,365
2,775
1
8
4,775
365
5,140
5,850
1
8
5,025
365
5,390
6,100
1
8
1r
7,550
365
7,915
8,875
1.60
5
c
1,450
229
1,679
1,925
2,020
2,325
1,679
1,925
1
Carp
6" x 4"
1r
X
6"
X
8"
1
Carp
r
c
embedded
Purlin anchors,
Heavy
c
/2"
8" X 4" 2 go. post, 8"
6844
1
6"
6 ga. post,
6824
6842
r
6" X 6"
6818
6840
x
6" X 4" 2 go. post,
6810
1
7/8"
5-1/2"
6"
6816
post, 2-
18ga.
3"
duty,
1
0
ga.
28"
Stroight,
35"
long
1
Carp
long
1.50
5.333
1,775
245
1.60
5
1,450
229
!
6848
Twisted,
28"
long
6850
35"
6852
Regular duty,
1
2 go.
6854
Straight,
1
8-1
long
6856
23-3/4"
6858
29"
6860
35"
6862
Twisted,
/2"
long
1
Carp
long
1,775
245
2,020
2,325
4.444
825
204
1,029
1,225
4.706
1,025
216
1,241
1,475
1.50
5.333
1.80 1.70
long
1.60
5
1,050
229
1,279
1,525
long
1.50
5.333
1,450
245
1,695
1,975
1.80
4.444
825
204
1,029
1,225
980
229
1,209
1,425
1,450
245
1,695
1,975
2,025
229
2,254
2,575
2,375
229
2,604
1
8" long
6866
28"
long
1.60
5
6868
35"
long
1.50
5.333
1.60
5
1r
,
6870
Straight, plastic coated
6872
23-1
6874
178
/2"
26-7/8"
long long
1
Carp
1
1.60
5
c
i
2,950 -
8.05
ft
Colors
07 5610 - Fluid-Applied Roofing Elastomers 07 56 10.10 Elastomeric Roofing 00] 0
0110
ELASTOMERIC ROOFING
0130 0300 0600
20
Acrylic rubber, fluid applied,
0120
50
mils thick
G-5
mils, reinforced
For walking surface, add
Neoprene,
fluid applied,
Non-woven
20
G
mil thick, not-reinforced
1
polyester, reinforced
0700
5 coat neoprene deck,
0900
Over 10,000
60
mil thick, under
1
0,000
S.F.
S.F.
S.F.
07 57 Coated Foamed Roofing 07 57 13 - Sprayed Polyurethane Foam Roofing 07 57 13.10 Sprayed Polyurethane Foam Roofing 0010
SPRAYED POLYURETHANE FOAM ROOFING
0100
Primer for metal substrate (when required)
0200
Primer for non-metal substrate (when required)
0300
Closed
(S.P.F.)
(S.P.F.)
G-2A
3000
.008
3000
.008
S.F.
15000
.002
.66
.06
.05
.77
.87
0400
2",R13.4
13125
.002
1.32
.06
.06
1.44
1.62
0500
3",R18.6
11485
.002
1.98
.07
.06
2.11
2.37
0550
4",
R24.8
10080
.002
2.64
.08
.07
2.79
3.13
2500
.010
.95
.34
.30
1.59
1.92
cell
spray, polyurethane
foam, 3
lb.
per C.F. density, 1", R6.7
0700
Spray-on silicone cooting
0800
Warranty 5-20 year manufacturer's
.15
0900
Warranty 20 year, no
.20
dollar limit
07 58 10 - Asphalt 07 58 10.10 0010 0100 0200
0500 0600
Roofing
ROLL ROOFING Asphalt, mineral surface
1
0300 0400
Roll
ply
#1 5 organic
felt,
1
Selvage roofing, lap
3
ply mineral surfaced
1
9", nailed
plies glass fiber felt (type IV),
Selvage roofing, lapped
Coated glass
fiber
1
Felt (type IV),
0800
Roofing, lapped
1
9",
base sheet, 2
0700
244
Roofing
Roll
8,
mopped
G-1
27
2.074
Sq.
74
76
20.50
170.50
233
G-1
25
2.240
Sq.
125
82
22
229
300
G-1
25
2.240
Sq.
133
82
22
237
310
ply mineral surfaced
mopped
plies of gloss fiber
ply mineral surfaced selvage
1
1
9",
mopped
07 58 10 " Asphalt 07 58 10.10
On
1000
3
nailable decks
plies glass fiber felt
(type
III),
Selvage roofing, lapped
1100
,
Roofing
Roll
0900
Roofing
Roll
1
Doily
Labor-
Crew
Output
Hours
Unit
G-1
24
2.333
Sq.
G-1
25
2.240
Sq.
2014 Bore Material •
Labor
Totol
Costs
Equipment
Ind
Total
O&P
122
85.50
23
230.50
305
125
82
22
229
300
ply mineral surfaced
1
9",
mopped
Bp;
07 61 Sheet Metal Roofing
'
-if
07 61 13 - Standing Seam Sheet Metal Roofing 07 61 13.10 Standing Seam Sheet Metal Roofing, Field Fab. 0010
0400
STANDING SEAM SHEET METAL ROOFING, FIELD FABRICATED 1.30
6.154
870
335
1,205
1,475
18
oz.,
140
lb.
persq.
1.20
6.667
975
365
1,340
1,625
20
oz.,
150
lb.
persq.
1.10
7.273
1,225
400
1,625
1,950
Copper stonding seam roofing, over 10 squares, 16
0600 0700
oz.,
125
lb.
per sq.
1
Shee
Sq.
1200
For abnormal conditions or small areas, add
25%
1300
For lead-coated copper, add
25%
100%
07 61 16 " Batten Seam Sheet Metal Roofing 07 61 16.10 Batten Seam Sheet Metal Roofing, Field Fabricated BATTEN SEAM SHEET METAL ROOFING, FIELD FABRICATED 0012
Copper batten seam roofing, over 10
0100
Zinc/copper alloy batten seam roofing, .020 thick
Lead batten seam roofing, 5
20
oz.,
26 Zinc,
07 61 19.10
0900
FLAT
lb.
per sq.
1
Shee
1
0
sq.,
1
8
oz.,
1
45
lb.
1,100
400
1,500
1,800
6.667
1,350
365
1,715
2,050
6.667
1,150
365
1,515
1,825
1,225
440
1,665
2,025
1,550
440
1,990
2,400
555
365
920
1,175
1.10
7.273
1.20 1.20
persq.
seam
roofing, type
304, 28 ga.
ga.
1.20
6.667
1.15
6.957
515
380
895
1,150
1.15
6.957
1,450
380
1,830
2,175
1,850
thick
1.10
7.273
.040"
thick
1.05
7.619
Flat
2,250
2,650
2,325
415
2,740
3,175
Seam Sheet Metal Roofing
Seam Sheet Metal Roofing,
Flat
Sq.
per sq.
.032"
07 61 19 001 0
lb.
130
copper alloy roofing, batten seam, .027" thick
1000 i
160
Stainless steel batten
oz.,
per S.F.
lb.
Copper roofing, batten seam, over
0500
16
sq.,
SEAM SHEET METAL ROOFING,
Field Fabricated
FIELD FABRICATED 1.20
6.667
805
365
1,170
1,450
0950
18
oz.,
130
Ib./sq.
1.15
6.957
905
380
1,285
1,575
1000
20
oz.,
145
Ib./sq.
1.10
7.273
1,150
400
1,550
1,850
roofing,
.020"
008
Copper
flat
seam
roofing, over
1
0 squores,
1
6 oz.,
1 1
5 Ib./sq.
1
Shee
Sq.
1.20
6.667
990
365
1,355
1,650
1010
.027"
thick
1.15
6.957
1,250
380
1,630
1,950
1020
.032"
thick
1.12
7.143
1,575
390
1,965
2,350
1030
.040"
thick
1.05
7.619
1,975
415
2,390
2,800
1.30
6.154
1,150
335
1,485
1,800
1
1 1
00
Zinc flat
Lead
flat
seam
seam
roofing, 5
lb.
thick
per S.F.
245
07 65
gH
Flexible Flashinj
07 65 10 - Sheet Metal Flashing 07 65 10.10 Sheet Metal Flashing and Counter Flashing OOlO SHEET METAL FLASHING AND COUNTER FLASHING OOll
Including up to 4 bends
0020
Aluminum,
mill finish, .01
3"
thick
4.68
thick
145
.055
1.15
2.16
3.31
4.95
.032"
thick
145
.055
1.35
2.16
3.51
5.15
.040"
thick
145
.055
2.31
2.16
4.47
6.20
.050"
thick
145
.055
2.43
2.16
4.59
6.35
1920
.004
.15
.16
.31
.45
1600
.005
.50
.20
.70
.88
.29
.32
Mill finish
1
0400
Painted finish, add
7" step
x
2" X
1
1
.016"
flashing,
2" step
flashing, .01
.01
6"
6"
thick
1000
2500
32
4000
Over
4000
4000
5900
Over
1
1000
lb.
1000
lb.
1
1
6 oz., 24" wide
2" wide
2" wide
8900
Stainless steel sheets,
9000
28
32
4.55
!
.29
.010"
330
.024
1.82
.95
2.77
3.62
330
.024
2.01
.95
2.96
3.83
115
.070
6.95
2.72
9.67
12.30
155
.052
6.95
2.02
8.97
11.10 15.70
no
.073
9.85
2.85
12.70
145
.055
9.35
2.16
11.51
14
105
.076
12.10
2.98
15.08
18.45
135
.059
11.50
2.32
13.82
16.60
100
.080
16.15
3.13
19.28
23
130
.062
15.35
2.41
17.76
21
100
.080
L
14
3.13
17.13
21
S.F.
\ F.
135
.059
4.99
2.32
7.31
9.45
135
.059
3.99
2.32
6.31
8.35
155
.052
3
2.02
5.02
6.75
ga.,
.015"
thick
155
.052
3.99
2.02
6.01
7.85
thick
155
.052
4.25
2.02
6.27
8.10
thick
155
.052
4.75
2.02
6.77
8.70
130
.062
1.25
2.41
3.66
5.50
135
.059
1.21
2.32
3.53
5.30
9100
26
ga.,
.018"
9200
24
ga.,
.025"
9290
lb.
lb.
per S.F., up to
lb.
lb.
lb.
W shape for valleys, Lead, 2.5
Rofc
lb.
oz. sheets, under
2600 2700
1000
oz. sheets, under
Over
1
lb.
oz. sheets, under
Over
Ea.
S.F.
thick
4000
S.F.
«
Copper, 16 oz., sheets, under
Over
Rofc
thick
Mastic-coated 2 sides, .005" thick
2300
9320
1
3.07
0350
24
O&P
IncI
2.95
5"
5800
1
2.16
Mill finish
2200
Total
2.16
0325
2000
Totol
Costs
Equipment
.91
0300
20
Labor
.79
0200
1900
Material
.055
OlOO
1700
2014 Bare Unit
.055
.019"
1600
Hours
145
0060
1100
Labor-
thick
0030
000
Daily
Output
145
.016"
1
Crew
ga.,
thick
40%
For mechanically keyed flashing, add Steel sheets, galvanized,
20
ga.
1
Rofc
S.F.
9322
22
ga.
9324
24
ga.
140
.057
.92
2.24
3.16
4.82
9326
26
ga.
145
.055
.80
2.16
2.96
4.56
9328
28
go.
155
.052
.69
2.02
2.71
4.20
9340
30
go.
160
.050
.58
1.96
2.54
3.97
155
.052
7.35
2.02
9.37
11.55
155
.052
8.30
2.02
10.32
12.55
9400
Terne coated stainless steel,
9500 9600
.01
8"
thick,
.01 5"
thick,
28 go
26 ga .020"
155
.052
8.55
2.02
10.57
12.85
9700
.027"
thick
155
.052
10.70
2.02
12.72
15.20
9800
.032"
thick
155
.052
13.65
2.02
15.67
18.50
9900
.040"
thick
155
.052
17.10
2.02
19.12
22
Zinc
and copper
alloy (brass),
thick
07 65 12 - Fabric and Mastic Flashings 07 65 12.10 Fabric and Mastic Flashing and Counter Flashing 0010
FABRIC
AND MASTIC FLASHING AND COUNTER FLASHING
1300
Asphalt flashing cement, 5 gallon
4900
Fabric, asphalt-saturated cotton, specification
5000
Utility
5300
Close-mesh
grade
1
Rofc
grade
Gal.
8.45
S.Y.
2.96
8.45
9.30
8.95
11.91
18.50
35
.229
35
.229
1.42
8.95
10.37
16.80
35
.229
2.15
8.95
11.10
17.60
35
.229
.97
8.95
9.92
16.30
155
.052
1.62
2.02
3.64
5.20
!
5500
8500
246
fabric, saturated,
1
7 oz. per S.Y.
;
Fibergloss, resin-cooted
Shower pan, bituminous membrane, 7
oz.
J
1
S.F.
07 65 Flexible Flashing
|g,,v
,
07 65 13 - Laminated Sheet Flashing 07 65 13.10 Laminated Sheet Flashing 0010
LAMINATED SHEET FLASHING,
0500
Aluminum, fabric-bucked 2
Including up to
.004"
Crew
Daily
Labor-
Output
Hours
Unit
330
.024
S.F.
330 460
Total
20 1 4 Bare Costs Material
Equipment
Labor
Total
O&P
IncI
4 bends 1.54
.95
2.49
3.31
.024
1.82
.95
2.77
3.62
.017
3.51
.68
4.19
5
330
.024
1.54
95
2.49
3.31
330
.024
1.67
.95
2.62
3.46
330
,024
1.97
.95
2.92
3.79
330
.024
1.72
.95
2.67
3.51
3 oz.
330
.024
2.07
.95
3.02
3.90
3200
5 oz.
330
.024
2.69
.95
3.64
4.58
3250
7 oz.
330
.024
4.81
.95
5.76
6.90
.005"
0700 0750
Copper, paperbacked
2900
Rofc
.004"
thick
2 oz.
side,
1
3 oz.
3100
Paperbacked 2 sides, 2 oz.
3150
3400
330
.024
1.65
.95
2.60
3.44
3 oz.
330
.024
2
.95
2.95
3.82
5 oz.
330
.024
3
.95
3.95
4.92
330
.024
1.93
.95
2.88
3.74
3 oz.
330
.024
2.19
.95
3.14
4.03
5 oz.
330
.024
3.13
.95
4.08
5.05
115
.070
5.80
2.72
8.52
11.05
155
.052
5.55
2.02
7.57
9.55
100
.080
6.55
3.13
9.68
12.55
145
.055
6.20
2.16
8.36
10.55
155
.052
3.13
2.02
5.15
6.90
155
.052
3.99
2.02
6.01
7.85
330
.024
3.62
.95
4.57
5.60
285
.028
.21
1.10
1.31
2.10
Mastic-backed 2 sides, copper, 2 oz.
3500 3700 3800
Fabric-backed 2 sides, copper, 2 oz.
4000 4100
4300
.015"
Copper-clod stainless steel, •
Over
4600
.01
8"
4700
Shower pan, 3
8600
7 oz.
2000
thick,
Over
8550
thick,
07 6519»10
2000
500
lb.
500
lb.
lb.
ply copper
and
Plastic
Plastic
under
lb.
under
fabric,
Stainless steel, paperbacked 2 sides,
07 65 19 ~ 0010
1
thick
Mastic-coated 2 sides,
2800
9300
thick
Mastic-backed, self adhesive
0800
4400
sides,
3 oz.
.005"
thick
Sheet Flashing
Sheet Flashing and Counter Flashing
PLASTIC SHEET FLASHING
AND COUNTER FLASHING
.010"
7300
Palyvinyl chlaride, black,
7400
.020"
thick
285
.028
.28
1.10
1.38
2.18
7600
.030"
thick
285
.028
.35
1.10
1.45
2.26
.056"
thick
285
.028
.85
1.10
1.95
2.81
285
.028
1.80
1.10
2.90
3.85
7700
thick
1
7900
Black or white for exposed roofs, .060" thick
8060
PVC tape, 5"
8850
Polyvinyl chloride,
x
45
mils, for joint covers,
.030"
1
00
Rofc
L.F./roll
thick
S.F.
Ea.
170
170
1
Rofc
160
.050
S.F.
1.30
1
Rofc
Ea.
1.96
3.26
187 4.76
[07 65 23 - Rubber Sheet Flashing 07 65 23.10 Rubber Sheet Flashing and Counterflashing 0010 4810
RUBBER SHEET FLASHING AND COUNTERFLASHING EPDM 90
1" diameter pipe flashing
32
.250
19.45
9.80
29.25
38
4820
2" diameter
30
.267
19.45
10.45
29.90
39.50
4830
3" diameter
28
.286
21
11.20
32.20
42
4840
4" diameter
24
.333
24
13.05
37.05
48.50
4850
6" diameter
22
.364
24
14.25
38.25
50.50
285
.028
1.92
1.10
3.02
3.98
285
.028
2.60
1.10
3.70
4.73
285
.028
2.23
1.10
3.33
4.32
285
.028
1.10
7.15
8.50
8100 8200 8300
8400
mils,
Rubber, butyl,
1/32"
1/16"
Neoprene, cured,
1/8"
thick
thick
thick
6" 1 /1
thick
S.E.
6.05
247
07 71 Roof Specialties
'
^
-Jk
hI
07 71 19 - Manufactured Gravel Stops and Fasciae 07 71 19.10 Gravel Stop 0010 0020
Crew
Daily
Labor-
Output
Hours
Unit
145
.055
L.F.
145
.055
2014 Bare Material
Labor
Total
Casts
Equipment
Total
IncI
O&P
GRAVEL STOP Aluminum, .050"
0080
•
4" face height,
thick,
Duranodic
mill finish
1
Shee
finish
6
3.02
9.02
11.20
6.50
3.02
9.52
11.75
•ik
0100
Painted
0300
6" face height
0350
Duranodic
0400
Painted
0600
8" face height
0650
Duranodic
0700
Painted
0900
1
finish
finish
2" face height, .080
thick,
2 piece
145
.055
6.85
3.02
9.87
12.10
135
.059
6.45
3.24
9.69
12.05
135
.059
6.95
3.24
10.19
12.60
135
.059
8.10
3.24
11.34
13.85
125
.064
7.30
3.50
10.80
13.35
125
.064
8
3.50
11.50
14.15
125
.064
8.15
3.50
11.65
14.30
100
.080*
10.15
4.38
14.53
17.90
100
.080
10.05
4.38
14.43
17.75
0950
Duranodic
1000
Painted
100
.080
11.90
4.38
16.28
19.80
6 oz., 3" foce height
145
.055
39.50
3.02
42.52
47.50
135
.059
39.50
48
145
.055
1200
Copper,
6" face height
1300 1350
Galv steel,
4"
ga.,
Polyvinyl chloride,
continuous cleat, 4" foce
leg, plain, with
6" face height
9" face height
1600 1800
24
6" face height
1360 1500
1
finish
Stainless steel,
1900
1
2100
20
1
ga.,
6" face height
2" face height
ga.,
2200
24
6" face height
2" face height
3.24
42.74
6
3.02
9.02
11.20
145
.055
6
3.02
9.02
11.20
135
.059
4.90
3.24
8.14
10.35
125
.064
5.80
3.50
9.30
11.70
135
.059
9.85
3.24
13.09
15.75
100
.080
19.70
4.38
24.08
28
135
.059
11.90
3.24
15.14
18
100
.080
24
4.38
28.38
32.50
145
.055
145
.055
115
.070
07 71 19.30 Fascia 0010
FASCIA
0100
Aluminum, reverse board and batten, .032"
0300
Steel, golv
0600
and enameled, stock, no
thick, colored,
no furring
inci
1
Shee
furring, long ponels
Short panels
F
S.F.
,F
6.25
3.02
9.27
11.50
3.91
3.02
6.93
8.90
5.30
3.81
9.11
11.65
07 71 23 - Manufactured Gutters and Downspouts 07 71 23.10 Downspouts 0010 0020
DOWNSPOUTS Aluminum 2" x 3", .020"
0100 0300
Enameled, .024"
0400
3"x4"
0600
1000 1200 1300 1500
.042
.97
2.30
3.27
4.59
190
.042
1.32
2.30
3.62
4.97
180
.044
2.05
2.43
4.48
5.95
140
.057
2.88
3.13
6.01
7.95
190
.042
1.57
2.30
3.87
5.25
thick
140
.057
2.33
3.13
5.46
7.35
2" diameter
155
.052
3.92
2.82
6.74
8.60
embossed
1
thick,
2" x 3"
Round, corrugated aluminum, 3" diameter, .020" thick
4" diameter, .025"
0700 0900
190
thick,
Enameled
Wire
strainer, round,
4" diameter Rectangular, perforated,
2" x 3"
3" X 4" Copper, round,
1
6
oz., stock,
2" diameter
Shee
LF.
Ea.
155
.052
7.20
2.82
10.02
12.25
145
.055
2.30
3.02
5.32
7.15
145
.055
3.32
3.02
6.34
8.25
190
.042
8.55
2.30
10.85
12.90
LF.
1600
3" diameter
190
.042
8.45
2.30
10.75
12.75
1800
4" diameter
145
.055
10.55
3.02
13.57
16.20
1900
5" diameter
130
.062
18.20
3.37
21.57
25
190
.042
8.80
2.30
11.10
13.15
145
.055
12.20
3.02
15.22
18.05
2.30
15.60
18.15
2100
2200 2400 2500
Rectangular, corrugated copper, stock,
3"
X
4"
Rectangular, plain copper, stock,
3"
X
Wire strainers, rectangular,
2800
3" X 4"
248
2" x 3"
4"
2700
3000
2" x 3"
Round, 2" diameter
2" x 3"
190
.042
13.30
145
.055
16.90
3.02
19.92
23
13.50
3.02
16.52
19.45
14.65
3.02
17.67
21
3.02
8.97
145
.055
145
.055
145
^ Ea.
5.95
.055 '
11.10
07 71 Roof Specialties
m
1
1
07 71 23 - Manufactured Gutters and Downspouts 07 71 23.10 Downspouts
Crew
Daily
Labor-
Output
Hours
Unit Ea.
3100
3" diameter
145
.055
3300
4" diameter
145
.055
3400
5" diameter
115
.070
190
.042
3700
3" diameter
190
3900
4" diameter
145
4000
5" diameter, corrugated
4200
6" diometer, corrugated
3600
4300
1
Shoe
Lead-coated copper, round, stock, 2" diameter
Rectangular, corrugated, stock,
4500
Plain, stock,
4600
3" X 4"
2"
x
2" x 3"
3"
galvanized, round, corrugated, 2"
3" diameter, 28 ga.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
5.95
3.02
8.97
11.10
8
3.02
11.02
13.40
19.80
3.81
23.61
28
25
2.30
27.30
31
.042
21.50
2.30
23.80
27
.055
22.50
3.02
25.52
29
130
.062
24
3.37
27.37
31.50
105
.076
30
4.17
34.17
39.50
L.F.
190
.042
15
2.30
17.30
20
190
.042
24
2.30
26.30
30
145
.055
33
3.02
36.02
41
190
.042
2.08
2.30
4.38
5.80
ga.
145
.055
2.61
3.02
5.63
7.50
5100
5" diameter, 26 go.
130
.062
3.46
3.37
6.83
8.95
5400
6" diameter, 28
105
.076
4.20
4.17
8.37
10.95
105
.076
5.80
4.17
9.97
12.75
190
.042
1.94
2.30
4.24
5.65
145
.055
1.82
3.02
4.84
6.60
190
.042
3.03
2.30
5.33
6.85
145
.055
3.06
3.02
6.08
8
190
.042
2.20
2.30
4.50
5.95
145
.055
2.75
3.02
5.77
7.65
145
.055
15.90
3.02
18.92
22
145
.055
16.60
3.02
19.62
23
145
.055
3.86
3.02
6.88
145
.055
190
.042
145
4800
Steel,
4" diameter, 28
4900
5500 5700
26
ga.
28
go.,
2"
x
3"
3" X 4"
28
Rectangular, plain,
ga.,
galvanized, 2" x 3"
3" X 4"
6100 6300
Epoxy painted, 24 ga.,
corrugoted, 2" x 3"
3" X 4"
6400 6600
go.
Rectangular, corrugated,
5800
6000
or
Wire strainers, rectangular, 2" x 3"
3" X 4"
6700 6900
Round
2"
strainers,
or
3" diameter
4" diameter
7000
Ea.
8.85
10.95
5.80
3.02
8.82
38.50
2.30
40.80
46
.055
49
3.02
52.02
58.50
101
'
7800
Stainless steel tubing, schedule 5,
3" X 4"
7900 8100 8200
2" x 3"
or
4" diameter
4"x5"or
5" diameter
Vinyl, rectangular,
8300
2"
or
3" diameter
3"
x
Round, 2-1
/2"
L
116
3.24
104.24
2.08
2.08
4.16
5.45
1.31
1.99
3.30
4.48
.95
4.38
5.33
7.75
.080
1.75
4.38
6.13
8.65
100
.080
3.50
4.38
7.88
10.55
100
.080
3.75
4.38
8.13
10.85
100
.080
2.74
4.38
7.12
9.70
10.18
13.05
17.10
135
.059
210
.038
220
.036
100
.080
100
1r
07 71 23.20 Downspout Elbows 0010 0020
DOWNSPOUT ELBOWS Aluminum, 2" x 3", embossed
0100
Shee
Enameled
3"
0200
X 4",
0300 0400
1
.025"
thick,
embossed
Enameled Round corrugated, 3", embossed, .020"
0500
thick
Ea.
4", .025" thick
100
.080
5.80
4.38
6 oz. round, 2" diameter
100
.080
9.45
4.38
13.83
0700
3" diameter
100
.080
9
4.38
13.38
16.60
0800
4" diometer
100
.080
4.38
17.53
21
0600
Copper,
1
13.15
1000
2" X 3" corrugated
100
.080
4.38
13.38
16.60
1100
3" X 4" corrugated
100
.080
13.65
4.38
18.03
21.50
100
.080
3.88
4.38
8.26
10.95
75
.107
12.90
5.85
18.75
125
.064
2.61
3.50
6.11
8.20
125
.064
2.60
3.50
6.10
8.20
125
.064
3.20
3.50
6.70
8.85
125
.064
3
3.50
6.50
8.65
1300 1400
Vinyl, 2-1
/2"
diameter,
45°
or
75°
Tee Y iunction
9
23
07 71 23.30 Gutters 0010 0012 0100 0300 0400
GUTTERS Aluminum, stock
units,
5" K type, .027"
Enameled 5" K type type, .032"
Enameled
thick, plain
thick, plain
IShee
IF.
1
249
07 71 Roof Specialties 07 71 23 - Manufactured Gutters and Downspouts 07 71 23.30 Gutters 0700
Crew
Copper, half round,
1
6 oz., stock
units,
4" wide
1
Shee
Daily
Labor-
Output
Hours
Unit
125
.064
L.F.
2014 Bare Material
Lobar
Tetal
Casts
Equipment
Tatal
IncI
O&P
10.50
3.50
14
16.90
7.70
3.50
11.20
13.80
0900
5" wide
125
.064
1
000
6" wide
118
.068
14
3.71
17.71
21
1
200
6 oz., stock, 5" wide
125
.064
12.60
3.50
16.10
19.20
6" wide
125
.064
8.80
3.50
12.30
15.05
125
.064
13.80
3.50
17.30
20.50
118
.068
22
3.71
25.71
30
125
.064
18.90
3.50
22.40
26.50
125
.064
18.40
3.50
21.90
25.50
125
.064
7
3.50
10.50
13.05
125
.064
8.90
3.50
12.40
15.15
125
.064
2.18
3.50
5.68
7.75
125
.064
2.13
3.50
5.63
7.70
125
.064
2.18
3.50
5.68
7.75
125
.064
U1
3.50
6.17
8.30
115
.070
1.19
3.19
4.38
6.25
115
.070
1.55
3.19
4.74
6.65
115
.070
3.19
4.47
6.35
2.88
3.17
K type,
1
1300 1500
Lead coated copper, half round, stock, 4" wide
6" wide
1600 1800
K type, stock, 5" wide
6" wide
1900
2100
Copper clad stainless
26
Vinyl, O.G.,
3400 5000
4"
Wood,
clear treated cedar,
fir
aluminum 5"
Lead coated copper, 5"
6" Copper clod stainless
steel,
Galvonized
steel,
5"
6" Vinyl,
4"
Half
5130
5"
5140
6"
1
5240
.080
100
.080
Shee
1.28
2.88
L.F.
12.40
3.67
16.07
19.30
19.45
3.67
23.12
27
r
625
.013
.66
.70
1.36
1.80
625
.013
1.44
.70
2.14
2.65
625
.013
3.89
.70
4.59
5.35
625
.013
3.54
.70
4.24
4.96
625
.013
12.50
.70
13.20
14.80
625
.013
13.35
.70
14.05
15.75
625
.013
3
.70
3.70
4.37
625
.013
3.60
.70
4.30
5.05
625
.013
1.28
.70
1.98
2.48
625
.013
2.18
.70
2.88
3.47
625
.013
5.80
.59
6.39
7.30
625
.013
6.10
.59
6.69
7.60
625
.013
4.40
.70
5.10
5.90
625
.013
4.72
.70
5.42
6.25
6.70
Ea.
625
.013
5.15
.70
625
.013
14.15
.70
14.85
16.60
625
.013
21
.70
21.70
24.50
625
.013
4.50
.70
5.20
6
625
.013
4.50
.70
5.20
6
625
.013
2.25
.70
2.95
3.55
625
.013
2.80
.70
3.50
4.15
420
.019
.62
1.04
1.66
2.27
3" X 4"
420
.019
1.05
1.04
2.09
2.75
2-3/8" round
420
.019
.56
1.04
1.60
2.21
420
.019
6.50
1.04
7.54
8.75
1.04
8.89
10.25
steel,
5"
6" Galvanized steel,
5"
6" Outlet,
100
r
Ea.
5.85
Copper clad stainless
5200
5230
1
6"
5180
Carp /f
Lead coated copper, 5"
5160
5220
5"
6"
5120
5210
Shee
6"
round, copper, 4"
5190
1
Copper, 5"
5"
5170
Carp
6"
5110
5150
1
f
Accessories, end cap, K type,
5090
5100
or
hemlock, 3" x 4"
4" X 5"
5070 5080
Carp
Joint connectors
5050 5060
, 1
half round, stock units
5030 5040
5" wide
4" wide
5010
5020
plain
5" wide
3250 3300
5" wide,
6" wide
3100 3200
go.,
Enameled ga., stock,
2800 3000
28
Steel, galv, half round or box,
2500 2700
5" wide
6" wide
2200 2400
steel, K type,
aluminum, 2" x 3"
Copper, 2" x 3"
5250
3"x4"
420
.019
7.85
5260
2-3/8" round
420
.019
4.55
1.04
5.59
6.60
26.54
29.50
5270 5280 5290 5300 5310
250
Lead coated copper, 2" x 3"
3" X 4"
2-3/8" round Copper clad stoinless
3"x4"
steel,
2" x 3"
420
.019
25.50
1.04
420
.019
28.50
1.04
29.54
33
26.54
29.50
420
.019
25.50
1.04
420
.019
6.50
1.04
7.54
8.75
1.04
8.89
10.25
420
.019
7.85
It
;
07 71 Roof Specialties 1 1
07 71 23 - Manufactured Gutters and Downspouts 07 71 23.30 Gutters 2-3/8" round
5320 5330 .
Crew
Galvanized
1
Shoe
2" x 3"
sfeel,
Daily
Labor-
Output
Hours
Unit
420
.019
Ea.
420
2014 Bare Material
Total
Costs
Equipment
Labor
Total
IncI
O&P
4.55
1.04
5.59
6.60
.019
3.18
1.04
4.22
5.10
5340
3"x4"
420
.019
4.90
1.04
5.94
7
5350
2-3/8" round
420
.019
3.98
1.04
5.02
5.95
3
65
.123
6.75
9.75
13.60
5370
Copper
65
.123
17.40
6.75
24.15
29.50
5380
Lead coated copper
65
.123
54.50
6.75
61.25
70.50
5390
Copper clad stainless
65
.123
27.50
6.75
34.25
41
5400
Galvanized steel
65
.123
22.50
6.75
29.25
35.50
5420
Half round mitres, copper
65
.123
63.50
6.75
70.25
65
.123
89.50
6.75
96.25
65
.123
56
6.75
62.75
72.50
65
.123
25.50
6.75
32.25
38.50
9.75
6.75
16.50
21
.01
.47
.48
.72
.20
4.56
4.76
7.15
2.17
.73
2.90
3.52
2.25
.73
2.98
3.61
5360
K type mitres,
5430
aluminum
steel
Lead coated copper
5440
Copper clod stainless
5450
Galvonized steel
5460
Vinyl mitres
5470
Sealant
and
steel
outlets
65
.123
940
.009
L. F.
80.50
109
rf
5480
Soldering
96
.083
500
.016
500
.016
07 71 23.35 Gutter Guard 0010 0020
GUTTER GUARD 6" wide
strip,
aluminum mesh
1
Carp
L. F. t/
f
0100
Vinyl
mesh
07 71 26 - Reglets 07 71 26.10 Reglets and Accessories 0010 0020 0300
AND ACCESSORIES
Aluminum, .025"
16 Galvanized
0600
Stainless steel,
1200
thick, in concrete
steel,
24
1
Corp
ga.
.020"
thick
Counter flashing for above,
16
parapet
oz.
0400
0900
[
REGLETS
1
2" wide, .032" aluminum
1
Shee
oz.
1300
Galvanized steel, .020" thick
1500
Stainless steel,
.020"
thick
225
.036
225
.036
225 225
1.84
1.63
3.47
4.54
5.85
1.63
7.48
8.90
.036
1.28
1.63
2.91
3.93
.036
3.64
1.63
5.27
6.50
150
.053
2.29
2.92
5.21
7
150
.053
5.45
2.92
8.37
10.45
150
.053
1.29
2.92
4.21
5.90
150
.053
5.70
2.92
8.62
10.70
165
.048
18.40
1.90
20.30
23
165
.048
18.40
1.90
20.30
23
165
.048
18.90
1.90
20.80
24
165
.048
21
1.90
22.90
26
165
.048
28.50
1.90
30.40
34
165
.048
28.50
1.90
30.40
34
165
.048
29
1.90
30.90
35
165
.048
31
1.90
32.90
37
165
.048
14.85
1.90
16.75
19.60
165
.048
14.85
1.90
16.75
19.60
165
.048
16
1.90
17.90
21
165
.048
19.85
1.90
21.75
25
165
.048
35
1.90
36.90
41.50
165
.048
40
1.90
41.90
47
165
.048
20
1.90
21.90
25
165
.048
17.90
1.90
19.80
23
L. F.
07 71 29 - Manufactured Roof Expansion Joints 07 71 29.10 Expansion Joints 0010
0300 0400 0600
EXPANSION JOINTS Butyl or neoprene center with
Aluminum, .032"
foam
thick for
For joint openings to 3-1 /2"
0610
For joint openings to
0620
For joint openings to
8"
Copper,
1
6 oz. for openings to 2-1
0900
For joint openings to
3-1 /2"
0910
For joint openings to
5"
For joint openings to
8"
0920 1000
Galvanized
steel,
For joint openings to 3-1
1210
For joint openings to 5"
1220
For joint openings to
1500 1600 1800
Leod-coated copper,
/2"
ga. for openings to 2-1
26
1200
1300
/2"
openings to 2-1
5"
0700
insulation, metal flanges
1
/2"
/2"
8"
6 oz.
for
For joint openings to 3-1
openings to
/2"
Stainless steel, .01 8", for openings to 2-1
For joint openings to 3-1
2-1 /2"
/2"
/2"
1
Rofc
L
F.
251
:
07 71 Roof Specialties 07 71 29 - Manufactured Roof Expansion Joints 07 71 29.10 Expansion Joints 1810
For joint openings to 5"
1820
For joint openings to
Crew 1
Rofc
Neoprene, double-seal type with thick center, 4-1
1950
Polyethylene bellows, with galv steel
flat
joint
2100
Roof
joint, plastic curbs,
foam
center, standard
1
Unit
165
.048
L
165
.048
125
.064
100
2014 Bare Material
18.60
Labor
Total
Costs
Equipment
Total
Incl
O&P
22
1.90
23.90
27
15
2.51
17.51
21
.080'
6
3.13
9.13
100
.080
6.50
3.13
9.63
Shee
115
.070
38
3.81
41.81
48
Rofc
100
.080
15
3.13
18.13
22
100
.080
19
3.13
22.13
26.50
10
.800
120
31.50
151.50
186
150
78.50
228.50
299
flanges
1
Hours
23.50'
/2" wide
with extruded aluminum cover, 2"
Roof
Labor-
20.50
With galvanized angle flanges
2000
Daily
Output
1.90
8"
1900
1960
!
F.
11.95
12.50
“
2200
Large
2300
Transitions, regular,
2350
minimum
‘
Maximum
2400
r
Ea.
4
2
9
.889'
175
35
210
252
3
2.667
185
104
289
380
Shee
115
.070
Rofc
125
.064
115
.070
400
.020
.41
.92;
1.33
1.87
400
.020
.69
.921
1.61
2.18
100
.080
3.85
3.67
7.52
9.90
mill finish
400
.020
2.86
.92
3.78
4.57
Painted finish
400
.020
2.90
.92
3.82
4.61
400
.020
.53
.92
1.45
2
400
.020
.69
.92
1.61
2.18
400
.020
.30
.92
1.22
1.75
400
.020
.41
.92
1.33
1.87
30
.267
10.45
118.45
10.45
38.95
2.75
1.96
4.71
6.35
4.05
1.96
6.01
7.80
4.65
6.55
11.20
16.20
1.98
6.55
8.53
13.30
3.58
1.96
5.54
7.25 6.35
Large,
2450
minimum
Maximum
2500
Roof to wall
2700
Wall
closed
joint,
2800
joint
with extruded aluminum cover cell
foam on PVC
cover,
1
9" wide
1
2" wide
1
1k i.
F.
32
3.81
35.81
5
2.51
7.51
9.75
6
2.72
8.72
11.25
41
f
1r
07 71 43 - Drip Edge 07 71 43.10 Drip Edge, Rake Edge, Ice Belts DRIP EDGE, RAKE EDGE,
ICE BELTS 1
0100
White
0200
8" wide,
0300
Ice belt,
0310
Vented,
0320 0400
0520
i 1
mill finish
28" wide,
^
mill finish
Galvanized, 5" wide
8" wide,
0500 0510
finish
mill finish
Rake edge, aluminum,
3-1/2"
X
1-1
/2"
x
1-1/2"
-
1-1/2"
r
.UO
07 72 Roof Accessories 07 72 23 - Relief Vents 07 72 23.10 Roof Vents 0010
ROOF VENTS
0020
Mushroom shape,
0100
PVC, 6" high
for built-up roofs,
aluminum
1
Rofc "
30
.267
160
.050
Ea.
"
108 28.50
137 49.50
07 72 26 - Ridge Vents 07 72 26.10 Ridge Vents and Accessories 0010 0100
RIDGE VENTS Aluminum
0150 0200
AND ACCESSORIES
strips, mill finish
1
Rofc
Painted finish
Connectors
IF.
"
160
.050
48
.167
Ea. ft
0300 0400
End caps Galvanized
strips
48
.167
160
.050
IF. ft
0430 0440 0450
Molded polyethylene, shingles not included End plugs Flexible
roll,
shingles not included
160
.050
2.74
1.96
4.70
48
.167
Ea.
1.98
6.55
8.53
13.30
160
.050
L.E.
2.38
1.96
4.34
5.95
2.98
2.82
5.80
7.60
ft
2300
252
Ridge vent
strip, mill finish
1
Shee
155
.052
a
07 72 Roof Accessories * 1 07 72 33 - Roof Hatches 07 72 33.10 Roof Hatch Options 0010 0500
Daily
Labor-
Crew
Output
Hours
Unit
G-3
10
3.200
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
Ind
O&P
ROOF HATCH OPTIONS 2 '-6" X 3', aluminum curb and cover
1,075
146
1,221
1,400
0520
Galvanized steel curb and aluminum cover
10
3.200
640
146
786
930
0540
Golvanized steel curb and cover
10
3.200
635
146
781
920
0600
2 '-6" X 4 '-6", aluminum curb and cover
9
3.556
915
162
1,077
1,250
0800
Galvanized steel curb and aluminum cover
9
3.556
885
162
1,047
1,225
0900
Galvanized steel curb and cover
9
3.556
890
162
1,052
1,225
8
4
1,800
183
1,983
2,250
8
4
1,725
183
1,908
2,175
1100
4'
x4' aluminum
1120
curb and cover
Galvanized steel curb and aluminum cover
1140
Galvanized steel curb ond cover
1200
2 '-6" X 8'-0", aluminum curb and cover
8
4
1,700
183
1,883
2,150
6.60
4.848
1,800
221
2,021
2,325
1400
Galvanized steel curb and aluminum cover
6.60
4.848
1,800
221
2,021
2,325
1500
Galvanized steel curb and cover
6.60
4.848
1,425
221
1,646
1,925
440
485
2,162
2,425
For plexiglass panels, 2 '-6" x 3'-0", odd to above
1800
440
07 72 36 - Smoke Vents 07 72 36.10 Smoke Hatches 0010
SMOKE HATCHES
0200
For 3'-0" long, add to roof hatches from Section
25%
5%
0250
For 4'-0" long, odd to roof hatches from Section 07 72 33.10
20%
5%
0300
For 8'-0" long, add to roof hatches from Section
10%
5%
07 72 33.10
Ea.
07 72 33.10
07 72 36.20 Smoke Vent Options 0010 0100 0200 0300 0400
SMOKE VENT OPTIONS 4' X 4' aluminum cover and frame
G-3
Galvanized steel cover and frome 4' X 8' aluminum cover and frame
Galvanized steel cover and frame
2,050
112
2.462
1,800
112
1,912
2,150
4
2,800
183
2,983
3,350
8
4
2,375
183
2,558
2,900
160
.050
13
2.462
13 8
Ea.
07 72 53 - Snow Guards 07 72 53.10 Snow Guard Options 0010 0100
!
SNOW GUARD OPTIONS Slate
&
asphalt shingle roofs, fastened with nails
0200
Standing
0300
Surface
0400
Double mil pipe type, including pipe
seam metal
mount
roofs, fastened with set
IRofc
screws
for metal roofs, fastened with solder
Ea.
12.55
1.96
14.51
17.15
48
.167
16.95
6.55
23.50
30
48
.167
6.05
6.55
12.60
17.75
130
.062
L.E.
32
2.41
34.41
39
48
.167
Eo.
15.75
6.55
22.30
28.50
2.15
1.30
3.45
4.59
19.15
7.85
07 72 73 - Pitch Pockets 07 72 73.10 Pitch Pocke ts, Variable Sizes 0010
PITCH POCKETS, VARIABLE SIZES
0100
Adjustable, 4" to 7", welded corners,
0200
1
4" deep
1
Rofc ft
Side extenders, 6"
"
240
.033
40
.200
20
.400
36
15.65
51.65
66
30
.267
19.50
10.45
29.95
39.50
90
.089
.40
4.08
4.48
6.75
no
.073
.75
3.33
4.08
6
07 72 80 - Vents 07 72 80.30 Vent Options 0010 0020
mi OPTIONS Plastic, for insulated
0100
1
per M.S.E.,
minimum
1
Rofc
Maximum
0300
Aluminum
0800
Polystyrene baffles,
0900
decks,
For
24"
1
2" wide
for
1
6" O.C.
rafter spacing
1
Carp tf
O.C. rafter spacing
Ea.
,
27
34.50
l_
253
07 76 Roof Pavers *
07 76 16 - Roof Decking Pavers 07 76 16.10 Roof Pavers and Supports 0010 ROOF PAVERS AND SUPPORTS 1000
Crew
Labor-
Hours
2014 Bare Unit
Material
Total
Costs
Equipment
Labor
InclO&P
Total
L 1
Roof decking pavers, concrete blocks, 2" thick, natural
1100
Daily
Output
1
Clab
Colors
115
.070
115
.070
960
.008
960
S
3.37
2.55
5.92
7.65
3.73
2.55
6.28
8.05
2.99
.31
3.30
3.76
.008
4.79
.31
5.10
5.70
1920
.004
1.19
.15
1.34
1.55
1920
.004
1.19
.15
1.34
1.55
960
.008
2.49
.31
2.80
3.21
2880
.003
Inch
101
.079
S
F.
f
'
1200
Support pedestal, bottom cop
1300
Top cap
6"
1400
Leveling shims,
1500
1/8"
1600
Buffer pad
1700
PVC
2000
legs (4"
/1
1
SDR 35)
Alternate pricing method, system
in
place
Eo.
7
F.
.12 7
.10
.22
.29
2.90
9.90
12.20 1
07 81 Applied Fireproofins 07 81 16 - Cementitious Fireproofing 07 81 16.10 Sprayed Cementitious Fireproofing 001 0
SPRAYED CEMENTITIOUS FIREPROOFING
0050
Not including canvas protection, normal density
0100
Perl "thick, on
G-2
flat plate steel
3000
.008
S.F.
.53
.31
.05
.89
1.10
0200
Flat decking
2400
.010
.53
.39
.06
.98
1.23
0400
Beams
1500
.016
.53
.62
.09
1.24
1.62
0500
Corrugated or fluted decks
1250
.019
.79
.74
.11
1.64
2.11
0700
Columns, 1-1/8"
1100
.022
.59
.84
.12
1.55
2.06
0800
2-3/1 6"
700
.034
1.20
1.32
.19
2.71
3.54
5000
.005
.07
.19
.03
.29
.39
7.30
6.80
^
j
thick
y
0900 1500 1550 1600
For canvas protection, add
f
Intumescent epoxy fireproofing on wire mesh, 3/1 6" thick 1
G-2
hour rating, exterior use
Magnesium
oxychloride,
1/2"
1650 1700
thick
60#
to
35#
to
40#
1/4"
thick
density,
1/4"
thick
thick
70#
density,
136
.176
.99
15.09
19.50
3000
.008
1.53
.31
.05
1.89
2.20
2000
.012
3.09
.46
.07
3.62
4.17
3000
.008
2.04
.31
.05
2.40
2.76
2000
.012
4.10
.46
.07
4.63
5.30
3000
.008
1.39
.31
.05
1.75
2.05
2000
.012
1r
2.77
.46
.07
3.30
3.82
Fa.
S.F.
,
,
1750
2000 2050
1
/2"
thick
Vermiculite cement, troweled or sprayed,
1/2"
1/4"
thick
thick
07 84 Firestopping 07 8413 - Penetration Fircstopping 07 8413.10 Firestopping 0010 0100
FIRESTOPPING
R078413-30
Metallic piping, non insulated
16
.500
15.90
23
38.90
53
0120
4" diameter
14
.571
24.50
26
50.50
67
0130
6" diameter
12
.667
32.50
30.50
63
83
10
.800
57.50
36.50
94
120
32
.250
9.65
11.45
21.10
28.50
26.95
35.50
0110
Through walls, 2" diameter
0140 0150
1
Through
2" diameter
floors,
2" diameter
0160
4" diameter
28
.286
13.85
13.10
0170
6" diameter
24
.333
18.20
15.30
33.50
43.50
31
18.35
49.35
62.50
22.50
23
45.50
60.50
31
26
57
74.50
30.50
69.50
90
0180 0190
0200 0210 0220
254
1
2" diameter
20
.400
16
.500
14
.571
Metallic piping, insulated
Through walls, 2" diameter
4" diameter 6" diameter
12 i
.667
Fa.
39
0
07 84 Firestopping 1
07 84 13 - Penetration Fircstopping 07 84 13.10 Firestopping 0230
1
Crew
2" diameter
1
Corp
2" diameter
Dally
Labor-
Output
Hours
Unit
10
.800
Fa.
2014 Bare Material
Labar
Tatal
Casts
Equipment
Tatal
64
36.50
100.50
O&P
IncI
127
32
.250
16.30
11.45
27.75
35.50
0250
4" diameter
28
.286
20.50
13.10
33.60
42.50
0260
6" diameter
24
.333
25
15.30
40.30
51
0270
1
20
.400
31
18.35
49.35
62.50
65.50
30.50
96
0240
0280
Through
Non
floors,
2" diameter
metallic piping,
non insuloted
Through walls, 2" diameter
12
.667
0300
4" diameter
10
.800
0310
6" diameter
8
1
0290
0330
Through
0340
0350 0370
1
2" diameter
Ea.
82
114
119
36.50
118.50
147
46
160
197
16
.500
51.50
23
74.50
92
4" diameter
6
1.333
63.50
61
124.50
165
6" diameter
6
1.333
76.50
61
137.50
179
33.50
30.50
66
36.50
102.50
129
46
154
190
floors,
Ductwork, insuloted
&
non insulated, round
Through wolls, 6" diameter
0380
Carp
0390
1
2" diameter
0400
1
8" diameter
1
Carp
6" diameter
12
.667
10
.800
8
1
Ea.
108
64
83.50
16
.500
18.20
23
41.20
55.50
0420
1
2" diameter
14
.571
33.50
26
59.50
77
0430
1
8" diameter
12
.667
57.50
30.50
88
111
8
1
27.50
46
73.50
102
36.50
61
0410
0440
Through
floors,
Ductwork, insulated
& non
insulated, rectangular
With stiffener/closure angle, through walls, 6" x
0450
2" 1
1
Carp
0460
12"x24"
6
1.333
0470
24"
48"
4
2
10
.800
8
1
6
1.333
2
4
0480
X
With stiffener/closure angle, through
0490
12"x24"
0500
24"
X
floors,
6" x
2" 1
48" 7
Ea.
105
91.50
97.50
135
196.50
257 73
14.95
36.50
51.45
27
46
73
52.50
61
113.50
153
57.50
183
240.50
345
101
's
0510 0520
Multi trade openings
Through walls, 6" x
0530
12"x24"
0540
24"
X
0550
48"
X
0560
Through
floors,
Carp
2 Carp
96"
0580
24"x48"
0590
48"x96"
Ea.
t
1
8
234
365
599
820
1
16
935
735
1,670
2,150
.75
21.333
3,750
980
4,730
5,625
2
4
1
8
.75
21.333
.50
32
8
1
6
1.333
2"
6" x
12"x24"
0610
1
48"
0570
0600
2" 1
1
1
Carp
57.50
f
2 Carp
234
240.50
345
599
820
935
980
1,915
2,525
3,750
1,475
5,225
6,400
Structural penetrations, through walls
Steel
beams,
W8
x
1
1
Carp
Ea.
36.50
46
82.50
111
57.50
61
118.50
158
189.50
241
404
500
0620
W12xl4
0630
W21 x44
5
1.600
116
0640
W36xl35
3
2.667
282
0650
183
365
8" deep
73.50
122
6
1.333
53.50
61
114.50
153
0660
24" deep
6
1.333
66
61
127
167
0670
36" deep
5
1.600
99.50
73.50
173
222
0680
48" deep
4
2
91.50
207.50
270
125
.064
8.30
2.93
11.23
13.65
75
.107
16.55
4.89
21.44
26
40
.200
19.60
9.15
28.75
35.50
14.65
41.65
52
3.67
11.82
14.60
0690 0700
Bar
joists,
1
Precast, brick, block or drywall exterior
0710
2" wide
joint
0720
4" wide
joint
0730
2" wide
0750
4" wide
0770
1
Carp
LF.
Metal panel, glass or curtain wall exterior
0740
0760
116
Construction joints, floor slab at exterior wall
joint
1
Carp
joint
L.F. ff
t
25
.320
100
.080
27
Floor slab to drywall partition Flat joint
1
Carp
L.F.
8.15
255
07 84 Firestoppmg 07 8413 - Penetration Firestoppmg 07 8413.10 Firestopping 0780
Fluted joint
0790 0800
concrete/masonry
0810
Flat joint
0820
Fluted joint
0830
Labor-
Hours
Unit
Carp
50
.160
LF.
16.55
7.35
23.90
29.50
1
75
.107
1
10.75
4.89
15.64
19.40
Corp
75
.107'
18.20
4.89
23.09
27.50
21.50
7.35
28.85
35
16.55
2014 Bare
1
Concrete/CMU 1
0850 0860
Material
Labor
Costs
Equipment
I
Total
Total IncI
O&P
partition
L
F.
//
0840
0870
1
Etched fluted joint Floor slob to
Daily
Output
Crew
50
f
.160
wall joints '
" wide
•*
100
.080
9.95
3.67
13.62
2" wide
75
.107
18.20
4.89
23.09
27.50
4" wide
50
.160
34.50
7.35
41.85
49.50
200
.040
4.99
1.83
6.82
8.35
150
.053
9.10
2.45
11.55
13.75
100
.080
17.40
3.67
21.07
25
472
.017
.48
.77
1.25
1.71
440
.018
1.79
.83
2.62
3.23
Concrete/CMU
1
Carp
L
F.
floor joints
0880
1
0890
2" wide
0900
4" wide
" wide
1
Carp
1 r
L
F.
r
07 91 Preformed Joint Seals 07 91 13 - Compression Seals 07 91 13.10 Compression Seals 0010 4900
COMPRESSION SEALS 0-ring type cord,
1
/4"
1
Brie
L. F.
4910
1/2"
4920
3/4"
424
.019
3.62
.86
4.48
5.30
4930
1"
408
.020
6.95
.89
7.84
9
4940
1-1/4"
384
.021
13.75
.95
14.70
16.55
4950
1-1/2"
368
.022
17.40
.99
18.39
20.50
4960
1-3/4"
352
.023
36.50
1.04
37.54
41.50
4970
2"
344
.023
64.50
1.06
65.56
72
.28
1.52
1.80
2.63
.59
1.70
2.29
3.24
1.30
1.82
3.12
4.21
2.21
3.66
4.97
79.50
81.93
124
r
07 91 16 - Joint Gaskets 07 91 16.10 Joint Gaskets 0010 4400 4500
JOINT GASKETS Joint gaskets, neoprene, closed cell
1/4"
X
w/adh,
1
/8"
x
3/8"
1
Brie
3/4"
240
.033
215
.037
L. F.
4700
l/2"xl"
200
.040
4800
3/4"xM/2"
165
.048
1
1.45
4.60
1.739
Q.F.
2.43
4.60
1.739
3.66
79.50
83.16
125
4.60
1.739
5.55
79.50
85.05
127
4.60
1.739
8.80
79.50
88.30
131
290
.028
.23
1.26
1.49
2.17
2.38
3.23
r
*07 91 23 - Backer Rods 07 91 23.10 Backer Rods 0010
0030
BACKER RODS Backer rod, polyethylene,
/2"
0050
1
0070
3/4"
0090
1" diameter
0010
4360
/4"
diameter
1
Brie
diameter diameter
07 91 26 - Joint 07 91 26.10 Joint
1
..
Fillers
Fillers
JOINT FILLERS Butyl rubber
filler,
1/4"
x
1/4"
1
Brie
IF.
4365
1/2"
X
1/2"
250
.032
.92
1.46
4370
1/2"
X
3/4"
210
.038
1.38
1.74
3.12
4.17
2.08
1.59
3.67
4.70
2.77
2.03
4.80
6.15
4375
3/4"
X
3/4"
230
.035 1
4380
l"xl"
4390
For coloring, add
180
.044
y
12% i
256
^
07 91 Preformed Joint Seals 07 91 26 - Joint 07 91 26.10 Joint 4980 4990 5600
Fillers
Fillers
Crew
Polyethylene joint backing,
1/4" Silicone,
/4"
1
x
2"
1
Brie
6"
X
Daily
Labor-
Output
Hours
Unit
2.08
3.846
C.L.F.
1.28
6.250
1312
.006
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
12
175
187
280
28
285
313
465
f
room temp vulcanizing foam
seal,
/4" 1
x
/2" 1
L.F.
.33
.28
.61
.79
.67
.56
1.23
1.59
5610
1/2"
X
1/2"
656
.012
5620
1/2"
X
3/4"
442
.018
1
.83
1.83
2.36
5630
3/4"
X
3/4"
328
.024
1.50
1.11
2.61
3.35
1312
.006
.33
.28
.61
.79
.83
1.83
2.36
5640
1/8" xl"
5650
1/8"
X
3"
442
.018
5670
1/4"
X
3"
295
.027
2.01
1.24
3.25
4.09
5680
1/4"
X
148
.054
4.01
2.46
6.47
8.15
8
6" 6"
1
5690
1/2"
X
82
.098
4.45
12.45
15.60
5700
1/2"
X
9"
52.50
.152
12.05
6.95
19
24
5710
1/2"
X 12"
33
.242
16.05
11.05
27.10
34.50
300
.027
07 92 Joint Sealants 07 92 13 - Elastomeric Joint Sealants 07 92 13.20 Caulking and Sealant Options 0010
0050 0055
CAULKING AND SEALANT OPTIONS Latex acrylic based, bulk
Bulk
place
in
1/4"
x
1/4" bead
1
Brie
Gal.
29.50
29.50
32.50
L.F.
.09
1.22
1.31
1.95
0060
1/4"
X
3/8"
294
.027
.16
1.24
1.40
2.06
0065
1/4"
X
1/2"
288
.028
.21
1.27
1.48
2.16
0075
3/8"
X
3/8"
284
.028
.23
1.28
1.51
2.21
0080
3/8"
X
1/2"
280
.029
.31
1.30
1.61
2.33
0085
3/8"
X
5/8"
276
.029
.39
1.32
1.71
2.44
0095
3/8"
X
3/4"
272
.029
.46
1.34
1.80
2.55
0100
1/2"
X
1/2"
275
.029
.41
1.33
1.74
2.48
0105
1/2"
X
5/8"
269
.030
.52
1.36
1.88
2.64
0110
1/2"
X
3/4"
263
.030
.62
1.39
2.01
2.79
0115
1/2"
X
7/8"
256
.031
.72
1.43
2.15
2.97
0120
1/2" xl"
250
.032
.83
1.46
2.29
3.13
0125
3/4"
244
.033
.93
1.50
2.43
3.31
0130
3/4" xl"
225
.036
1.24
1.62
2.86
3.84
0135
l"xl"
200
.040
1.66
1.82
0190
3/4"
X
Cartridges
0200
1 1
0500
l/4"xl/2"
oz. cartridge
fl.
1
Brie
288
.028
Gal.
26.50
Ea.
2.28
L.F.
.19
1.27
3.48
26.50
4.60
29
2.28
2.51
1.46
2.13
0600
1/2"
X
1/2"
275
.029
.37
1.33
1.70
2.43
0800
3/4"
X
3/4"
244
.033
.84
1.50
2.34
3.20
0900
3/4" xl"
225
.036
1.12
1.62
2.74
3.70
1000
l"xl"
200
.040
1.40
1.82
1400
Butyltased, bulk
1500
Gal.
34
3.22
4.32
34
37.50
f
1700
1/4"xl/2",154
1800
LF./gal.
1
Brie
l/2"xl/2",77LF./gal.
2300
Polysulfide
2600
1
compounds, or 2
38.50
42.50
.22
1.27
1.49
2.17
.44
1.33
1.77
2.51
.20
1.22
38.50
Cartridges
1
288
.028
f
275
.029
300
.027
component, bulk
component,
in
place,
1
/4"
L.F.
G(]|.
x
1
/4", 308
L.F./gal.
1
Brie
61
LF.
61
67
1.42
2.07
2700
1/2"
X
1/4", 154 LF./gal.
288
.028
.40
1.27
1.67
2.37
2900
3/4"
X
3/8", 68 LF./gal.
272
.029
.90
1.34
2.24
3.03
250
.032
1.61
1.46
3000
3200
1"xl/2", 38 Polyurethane,
1
or 2
LF./gal.
component
Gal.
51
3.07 51
3.99
56
257
07 92 Joint Sealants 07 9213 - Elastomeric Joint Sealants 07 92 13.20 Caulking and Sealant Options 1/4"
Crew
1/4"
Daily
Labor-
Output
Hours
Unit
300
.027
L. F.
1.22
.028
.33
272
.029
250
.032
Bulk, in place,
3655
1/2"
1/4"
288
3800
3/4",x 3/8"
3900
l"xl/2"
4100
Silicone rubber, bulk
X
1
Brie
Labor
.17"
3500
x
2014 Bare Material
7 Gal.
Total
Costs
Equipment
Total
Ind
O&P
1.39
2.03
1.27
1.60
2.29
.75
1.34
2.09
2.87
1.33
1.46
2.79
3.68
45.50
45.50
50
45
45
49.50
6
6
6.60
8
8
8.80
15
15
16.50
9
9
9.90
/
4200
Cartridges
07 92 16 - Rigid Joint Sealants 07 92 16.10 Rigid Joint Sealants 00] 0
5800
RIGID JOINT SEALANTS foam adhesive,
Tapes, sealant, PVC
1
/1 6"
x
1
/4"
C.l..F.
«
1/2"
5900
1/16"
5950
1/16" xl"
6000
1/8"
X
X
1/2"
07 92 19 - Acoustical Joint Sealants 07 92 19.10 Acoustical Sealant 0010 0020
ACOUSTICAL SEALANT Acoustical sealant, elastomeric, cartridges
1/4"
x
1/4"
0030
1/4"
X
0035
1/2"
0040 0045
0050
l"xl"
0025
In piece,
Eo.
300
.027
1/2"
288
X
1/2"
275
1/2"
X
3/4"
3/4"
X
3/4"
1
Brie
8.50
8.50
9.35
1.57
2.23
.35
1.22
.028
.69
1.27
1.96
2.69
.029
1.39
1.33
2.72
3.54
263
.030
2.08
1.39
3.47
4.40
244
.033
3.12
1.50
4.62
5.70
200
.040
5.55
1.82
7.37
8.90
38
.211
21.50
10.75
32.25
38
.211
51
10.75
61.75
75
38
.211
26.50
10.75
37.25
48
38
.211
55
10.75
65.75
79.50
38
.211
12.90
10.75
23.65
33
38
.211
48
10.75
58.75
71.50
L
F.
07 95 Expansion Control 07 9513 " Expansion Joint Cover Assemblies 07 95 13.50 Expansion Joint Assemblies 0010
0200
EXPANSION JOINT ASSEMBLIES Floor cover assemblies, 1" space,
0300
Bronze
0600
Bronze Wall and ceiling
0900
2" space, aluminum
1200
Bronze Floor to wall assemblies, 1" space,
1500 1700 1800
2000 2100
2300 2400
258
assemblies, 1" space, aluminum
Bronze
1100
1400
1
2" space, aluminum
0500
0800
aluminum
aluminum
Bronze or stainless
Gym
floor angle covers,
aluminum, 3" x 3" angle
3" X 4" angle Roof closures, aluminum,
flat roof,
High profile
Roof to wall, low High
profile,
profile
1" space
low
profile,
1" space
Sswk
IF.
43
38
.211
22
10.75
32.75
43
38
.211
59
10.75
69.75
83.50
38
.211
19.70
10.75
30.45
40.50
38
.211
58
10.75
68.75
82.50
46
.174
17.05
8.90
25.95
34.50
46
.174
23.50
8.90
32.40
41.50
57
.140
39.50
7.15
46.65
56
57
.140
56.50
7.15
63.65
75
57
.140
22
7.15
29.15
36.50
57
.140
28.50
7.15
35.65
43.50
08 40 00 Entrances, Storefronts, and Curtain Walls
Estimating Tips 08 10 00 Doors and
Frames
•
All exterior doors should be
addressed for their energy
in this subdivision
seals]. •
for the
Most metal doors and frames look alike, but there
may
them.
When
be
estimating these
prices do not include
is
installation labor because
Hinges are classified according to the frequency of use, base
presented
metal tube framing
material,
item that most closely
compares to the specification or
08 80 00 Glazing
detailed takeoff of the framing,
•
most common types
delivered preglazed. However,
regarding:
some metal windows without
Wood and
primary determinant
grade
The
•
indicates commercial
•
All are
the
ASTM
walls,
is
cost of screens and grills
include the following:
required,
are
where the
window
glass is less
generally glazed with tempered
insulating glass.
veneers. Other variables
windows
than 18" from the floor, are
windows and some residential windows are
glass. Interior
Some wood windows may have single pane float glass. Add the
common
exterior
Entrance doors and
wood windows and vinyl priced preglazed. The
glazing
Most
glazed with insulating glass.
C-35.
veneer material. Lauan, birch,
and oak are the most
C
grade windows, usually
The is
08 80 00
Glazing for glass pricing.
plastic doors vary
considerably in price.
are priced
glass. Refer to
The
are:
— float — tempered — insulating — impact-resistant — ballistic-resistant
are
door schedule requirements
fire
•
Most metal windows
Different openings require different types of glass.
08 50 00 Windows
— type of metal — metal gauge — door core material — rating — finish
finish.
your estimate requires a be sure to add the glazing cost.
•
and
If
items, be sure to choose the line
it is
included in door installation.
cost data
alone or the composite wall.
among
significant differences
The
Door hinges are priced by the with most doors requiring 1-1/2 pairs per door. The hinge
pair,
Glazed curtain walls consist of the metal tube framing and the glazing material.
conservation (insulation and
•
glazed with float glass.
if
•
and not already
Coastal communities require the use of impact-resistant
— hollow or solid core — rating — flush or raised panel — finish
included. glass,
dependant on wind speed.
fire
•
Door
08 70 00 Hardware •
pricing includes bore for
cylindrical lockset
and mortise
for hinges.
'u'
value
strong consideration, along
considerably to the cost of a
The most efficient method to determine the door.
project
and Frames
and hardware schedule
usually priced per each.
insulation or
with solar heat
hardware requirements
There are many varieties of special doors, and they are
The
Hardware costs add
08 30 00 Specialty Doors •
•
is
is
a
gain, to
determine total energy efficiency.
for a
to review the door
together.
Add
frames, hardware, or operators
required for a complete
Reference Numbers Reference numbers are
shaded boxes
at the
shown
in
beginning of
some major classifications. These numbers refer to related items in the Reference Section. The reference information
installation.
may
be
an estimating procedure, an alternate pricing method, or
technical information.
Note: Not
all
subdivisions listed
here necessarily appear in this publication.
No pan or
of this publication may be reproduced, stored in a retrieval system, or transmitted in any form by any means without prior written permission of RSMeans, a division of Reed Construction Data.
0
Common Work Results for Openings
05
08 05 05 - Selective Windows and Doors Demolition 08 05 05.10 Selective Demolition Doors 0010 0200
Doors, exterior,
1-3/4"
1-3/8"
Interior,
thick, single, 3' x
0520
Double, 6' X 7' high
0700
Bi-folding,
9
1500
1
Clab
7' high
3' x 6 '-8" high
Remove ond
1520
reset,
Daily
Labor-
Output
Hours
Unit
16
.500
Fa.
12
2014 Bare Material
Lobor
Total
Costs
Equipment
Total
InclO&P
1
6' X 6 '-8" high
0940
3000
1
Bi-possing, 3' x 6 '-8" high
0900
2200
1
6' X 6 '-8" high
0720
2000
R024
thick, single, 3' x 7' high
Double, 6' X 7' high
0220 0500
DOORS
SELECTIVE DEMOLITION
Crew
minimum
1
Carp
Maximum
18.35
18.35
28.50
.667
24.50
24.50
37.50
20
.400
14.65
14.65
22.50
16
.500
18.35
18.35
28.50
20
.400
14.65
14.65
22.50
18
.444
16.30
16.30
25
16
.500
18.35
18.35
28.50
14
.571
21
21
32.50
1
46
46
71
61
61
94.50
8 6
Frames, including trim, metal
Wood
2 Carp
Special doors, counter doors
.
1.333.
8
1
46
46
71
32
.500
23
23
35.50
122
122
6
2.667
10
1.600
73.50
73.50
113
8
2
91.50
91.50
142
12
1.333
61
61
Overhead, commercial, 12' x 12' high
4
4
183
183
3440
up to 20' X 16' high
3
5.333
245
245
375
3445
up to 35'
1
16
735
735
1,125
3100
Double acting
3200
Floor door (trap type), or access type
3300
Gloss, sliding, including
3400
3500
frames
x30'
high
189
94.50
283
Residential, 9' x 7' bigb
8
2
V
7
2.286
105
105
162
16' X
3540
high
Maximum
3620
91.50
91.50
142
2.50
6.400
293
293
455
Roll-up grille
5
3.200
147
147
226
3800
Revolving door
2
8
365
365
565
3900
Storefront swing door
3
5.333
V
245
245
375
3 Shoe
115
.209
SFSurf
2Skwk
.50
32
Opng.
.40
40
3700
'•s
6600
Demo
7100
Remove double swing pneumatic
7110
Remove automatic
7550
Hangar door demo
7570
Remove shock absorbing door
entrance
flexible transparent strip
doors, openers and sensors
2
Sswk
11.40
11.40
17.45
1,525
1,525
2,350
1,900
1,900
2,925
"
/
operators, industrial, sliding doors, to 12' wide
,
330
.048
1.90
8.421
Opng.
16
.500
Ea.
18.35
18.35
28.50
11
.727
26.50
26.50
41
1
S.F.
f
2.48
430
2.48
430
4.37
760
08 05 05.20 Selective Demolition of Windows 0010
SELECTIVE DEMOLITION OF
0200
Aluminum, including
0240
To
25
S.F.
To
50
S.F.
0280 0320
To
0400
To Glass,
25 50
S.F.
1
2
R024 119 10 1
Clab
S.F.
S.F.
S.F.
minimum
Maximum
0620 1000
12
Storm windows/screens, to
0360
0600
trim, to
WINDOWS
Steel, including trim, to
1
2
S.F.
5
1.600
58.50
58.50
90.50
27
.296
10.85
10.85
16.75
21
.381
13.95
13.95
21.50
18.35
18.35
28.50
S.F.
1.47
1.47
2.26
1.95
1.95
Ea.
22.50
22.50
16
.500
200
.040
150
.053
13
.615
'I
r
1020
To
25
S.F.
9
.889
32.50
32.50
1040
To
50
S.F.
4
2
73.50
73.50
3.02
35 50.50
113
22
.364
13.35
13.35
20.50
2020
To
25
S.F.
18
.444
16.30
16.30
25
2060
To
50
S.F.
13
.615
22.50
22.50
35
To
180
8
1
36.50
36.50
56.50
2 Carp
6
2.667
G-3
395
.081
S.F.
6
1.333
Ea.
2000
Wood,
including trim, to
2065
4300
Remove
5020
Remove ond
260
S.F.
S.F.
Remove bay/bow window
4410
5040
12
skylight, piste
Average
reset
domes, flush/curb mtd
window, minimum
1
Carp
T
4
2
122
Jj
3.70
122 3.70
61
61
91.50
91.50
189 5.65
94.50
142
05 Common Work Results for Openings 08 05 05 - Selective Windows and Doors Demolition Daily
Labor-
Output
Hours
Unit
Carp
2
4
Ea.
2 Sswk
2
8
Fa.
08 05 05.20 Selective Demolition of Windows Maximum
5080
Crew 1
2014 Bare Material
Labor
183
Total
Costs
Equipment
Totol
IncI
183
O&P 283
!
E]
Metal Doors and Frames
11
08 11 16 - Aluminum Doors and Frames
0811 16.10 Entrance Doors 0010
ENTRANCE DOORS
and frame, Aluminum, narrow
0011
Including standard hardware, clear finish, no gloss
0012
Top and bottom offset pivots,
0013
Dead
0020 0025
bolt lock with inside
1
/4"
stile
beveled glass stops, threshold
thumb screw, standard push
pull
3'-0"x 7'-0" opening Anodizing aluminum
entr.
door
&
885
410
98.50
frame, add
Sswk
98.50
1,700
109
810
410
1,220
1,600
8.889
1,275
455
1,730
2,225
8.889
1,350
455
1,805
2,275
0030
3'-6"x7'-0" opening
2
8
0100
3'-0" X lO'-O" opening, 3' high transom
1.80
0200
3 '-6" X 10 '-0" opening, 3' high transom
1.80
2
1,295
0280
5'-0"x7'-0" opening
2
8
1,425
410
1,835
2,300
0300
6'-0"x 7 '-0" opening
1.30
12.308
1,200
630
1,830
2,425
0301
6'-0"x 7 '-0" opening
1.30
12.308
1,200
630
1,830
2,425
0400
6'-0" X 10 '-0" opening, 3' high transom
1.10
14.545
1,625
745
2,370
3,075
0420
7'-0"x 7'-0" opening
1
16
1,350
820
2,170
2,950
0520
3'-0"x7'-0" opening, wide
2
8
1,000
410
1,410
1,825
0540
3'-6"x 7 '-0" opening
2
8
1,200
410
1,610
2,050
0560
5'-0"x 7 '-0" opening
2
8
1,525
410
1,935
2,400
0580
6'-0"x 7'-0" opening
1.30
12.308
1,575
630
2,205
2,850
1,725
820
2,545
3,325
stile
Pr.
Eo.
Pr. t
0600
7'-0"x7'-0" opening
1200
For non-standard size, odd
1250
For installation of non-standard size, add
1300
Light bronze finish,
add
1400
Dark bronze
odd
1500
For black finish, odd
1600
Concealed panic device, odd
1700
Electric striker release,
finish,
1800
Floor check, odd
1900
Concealed
1
16 Leaf
80% 20%
Leaf
36% 25% 40%
add
940
940
1,025
Opng.
260
260
286
Leaf
650
650
710
520
520
570
1
closer,
odd
08 11 63 - Metal Screen and Storm Doors and Frames 08
1 1
0010
63.23 Aluminum Screen and Storm Doors and Frames
ALUMINUM SCREEN AND STORM DOORS AND FRAMES
0020
Combination storm and screen
0420
Cleor anodic coating, 2 '-8" wide
0440 0500 1020
3'-0"wide
Mill finish,
14
14
1.143
Eo.
"
1.143
3'-0"wide For7'-0" door, add
165
52.50
217.50
263
163
52.50
215.50
260
235
52.50
287.50
340
258
52.50
310.50
365
8%
2 '-8" wide
1100
2 Carp
14
1.143
14
1.143
n
Fa.
8%
White painted, 2 '-8" wide
2 Carp
14
1.143
286
52.50
338.50
395
14
1.143
305
52.50
357.50
415
11
1540
3'-0"wide
1600
For 7'-0" door, add
2000
"
For 7' door height, add
1040
1520
2 Carp
Wood
door
&
screen, see Section
8% 08 14 33.20
261
08 11 74.10 Rolling 0010 0020
Grille
Supports
_
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
M aterial
Labo r
Total
Costs
Equipment
Total
IncI ,
O&P
i
ROLLING GRILLE SUPPORTS Rolling grille supports,
overhead framed
E-4
36
.889
30
IF.
'
46
3.95
79.95
118 |
Acetal
112
i
Frames
08 12 13 - Hollow Metal Frames
J
08 12 13.13 Standard Hollow Metal Frames 0010 0020
STANDARD HOLLOW METAL FRAMES 5-3/4" jamb depth 6 ga., up to
1
0025
® ®
3'-0"x6'-8"single
*
2 Carp
16
1
16
1
Ea.
145
46
191
231
152
46
198
238
0028
3'-6" wide, single
0030
4'-0" wide, single
16
1
151
46
197
237
0040
6 '-0" wide, double
[G]
14
1.143
204
52.50
256.50
305
0045
8'-0" wide, double
®
14
1.143
213
52.50
265.50
315
[G]
16
1
150
46
196
236
16
1
157
46
203
244
16
1
157
46
203
244
3'-0"x 7 '-0"
0100
single
® ®
0110
3'-6" wide, single
0112
4'-0" wide, single
0140
6'-0" wide, double
14
1.143
194
52.50
246.50
295
0145
8'-0" wide, double
14
1.143
229
52.50
281.50
335
16
1
166
46
212
254
240.50
288
1000
1
/8" deep, 3 '-0" x 7 '-0" single 6 go., up to 4-7 6'-0" wide, double
1140 1200
1
8-3/4" deep, 3'-0" x 7'-0" single 6 go., 6'-0" wide, double
1240
2800
14
go., up to
3-7/8" deep, 3'-0"
2840 3000
5-3/4" deep, 3 '-0" x 6 '-8"
4 go., up to
3002
3'-6" wide, single
3005
4'-0" wide, single
6'-0" wide, double
3620
8'-0" wide, double
3740
6-3/4" deep, 4 '-0"x 7 '-0" single
4000
6'-0" wide, double
4020
8'-0", wide double
4040
'-0" wide, single 8 '-0" high, 4
4100 4140
8'-0" wide, double
4400
8-3/4" deep, 4'-0" x 7'-0"
4'-0" X 8'-0"
4500
4900
For welded frames, odd
5400
14
6240
,
16
1
199
46
245
290
[§
14
1.143
234
52.50
286.50
340
16
1
181
46
227
270
14
1.143
217
52.50
269.50
320
16
1
155
46
201
242
16
1
196
46
242
286
16
1
196
46
242
286
15
1.067
185
49
234
279
12
1.333
235
61
296
355
12
1.333
246
61
307
365
284
335
® ® ® ® © ®
® ® ® ®
single
[G]
®
single
go.,
"B"
up to 5-3/4" deep, 4'-0" x 7'-0" single
label,
2 Carp
8 '-0" wide, double 6-3 /4" deep, 7 '-0" high, 4 '-0" wide, single
8'-0" wide, double
8-3/4" deep, 4'-0"
x 7'-0" single
For "A" label use
6400
For baked enamel finish, add
price as
"B"
1^
® ® [§
8'-0" wide, double
same
15
1.067
235
49
12
1.333
290
61
351
415
320
15
1.067
220
49
269
12
1.333
275
61
336
395
12
1.333
282
61
343
405
15
1.067
276
49
325
380
12
1.333
320
61
381
450
15
1.067
252
49
301
355
12
1.333
315
61
376
440
332
385
411
480
15
1.067
283
49
12
1.333
350
61
63
63
6300
262
®
8 '-0" wide, double
4540
6200
,
8'-0" wide, double
4440
5840
188
'-0" wide, single 8 '-0" high, 4
3700
5800
1.143
8'-0" wide, double
3640
5440
single
up to 5-3/4" jamb depth, 4'-0" x 7'-0" single
3600
14
52.50
x 7'-0" single
6'-0" wide, double 1
[G]
15
1.067
208
69.50
49
257
305 395
12
1.333
271
61
332
15
1.067
218
49
267
315 520
12
1.333
385
61
446
15
1.067
289
49
338
395
61
426
495
12
1.333
365
label
30%
15%
;
12 Metal Frames 1213 - Hollow Metal Frames 08 12 13.13 Standard Hollow Metal Frames
Daily
Labor-
Output
Hours
For golvanizing, odd
6600
For hospital stop, add
6620
For hospitol stop, stainless steel add
7900
Transom
Ea.
frames, fixed, add
2 Carp
155
.103
130
.123
Movable, add
13
2.462
S.F.
"
ff
8000
2014 Bare Unit
Moterial
Labor
Total
Costs
Equipment
Total
IncI
O&P
20%
6500
lite
Crew
295
295
325
380
380
420
54
4.73
58.73
67
68
5.65
73.65
83.50
08 12 13.25 Channel Metal Frames 0010 0020
CHANNEL METAL FRAMES Steel channels with anchors and bar stops
0100
6" channel
0200
8" channel
1
2" channel
@
50#
275#
400#
12' X 12' door, weighs
door,
weighs
500#
600#
20.7#/L.F., 12' x 12' door, weighs
12' X 16' door, weighs
0700 0800
1
1
1.5#/L.F., 6' x 8' door, weighs
10" channel® 15.3#/LF., 10' x 10'
0500 0600
8.2#/L.F., 3' x 7' door, weighs
8' X 12' door, weighs
0300
0400
@ @
825#
1000#
m m m m m m
E-4
Ea.
Heavy
127
10.95
376.95
9
3.556
435
183
15.80
633.80
6.50
4.923
635
254
22
911
500
820 1,175
6
5.333
795
275
23.50
1,093.50
1,375
5.50
5.818
955
300
26
1,281
1,600
4.50
7.111
1,300
365
31.50
1,696.50
2,125
1,600
415
35.50
2,050.50
2,525
4
8
15%
For frames without bar stops, light sections, deduct
0900
239
10%
sections, deduct
13 Metal Doors 08 13 13 - Hollow Metal Doors 08 13 13.13 Standard Hollow Metal Doors 0010
STANDARD HOLLOW METAL DOORS
R081313 20
0015
Flush,
full
0017
When
noted doors are prepared but do not include glass or louvers
0020
panel, hollow core
1-3/8"
thick,
2'-8"x6'-8"
0060
3'-0"x6'-8"
0100
3'-0"x7'-0"
0120
For vision
0140
For norrow
0320
Half glass,
lite,
lite,
3'-0"x6'-8"
0400
3'-0"x7'-0"
m m m m
3'-0"x6'-8" 3'-0"x7'-0"
0450
For vision
0452
For narrow
lite,
0460
Halfglass,
18ga.,2'-0"x6'-8"
lite,
425
391
450
.941
350
43
393
450
.941
360
43
403
460
17 17
Ea.
2 Carp
1r
102
112
490
36.50
526.50
595
18
.889
515
41
556
630
17
.941
510
43
553
625
17
.941
625
43
668
750
20
.800
400
36.50
436.50
495
17
.941
405
43
448
510
17
.941
415
43
458
525
94.50
2'-8"x6'-8" 3'-0"x6'-8"
0475
3'-0"x7'-0" 1-3/4"
thick, full panel,
0520
3'-0"x6'-8"
0640
3'-0"x7'-0"
0680
4'-0"x7'-0"
0700
4'-0" X 8'-0"
1000
18ga.,2'-8"x6'-8"
1020
3'-0"x6'-8"
1120
3'-0"x7'-0"
94.50
20
2 '-8" x 6 '-8" ga.,
m m m m m m m [G]
104
102
112
20
.800
555
36.50
591.50
670
18
.889
575
41
616
700
17
.941
565
43
608
685
17
.941
565
43
608
690
18
.889
420
41
461
525
17
.941
420
43
463
525
17
.941
435
43
478
545
15
1.067
630
49
679
770
13
1.231
735
56.50
791.50
895
17
.941
490
43
533
605
16
1
475
46
521
595
17
.941
515
43
558
630
102 2 Carp
104
.800
add
0470
94.50
20
add
0465
Hollow core,
371.50
41
.889
102
m m
l-3/8"thick,18ga.,2'-0"x6'-8"
0425
36.50
350
.800
18
add
2'-8"x6'-8"
0420
I-
335
20
94.50
20ga., 2'-0"x6'-8"
0360
0500
m m
2 Carp
add
0340
0410
m
20ga.,2'-0"x6'-8"
0040
J
263
08 13 13 - Hollow Metal Doors 08 13 13.13 Standard Hollow Metal Doors 1180
4'-0''x7'-0"
1200
4'-0"x8'-0"
1212
For vision
1214
For narrow
1230
Half gloss,
life,
20
2'-8"x6'-8"
go.,
Embossed panel, 1-3/4"
1
1-3/4"
thick, poly core,
1360
3'-0"x7'-0"
1380
4'-0"x7'-0"
1400
4'-0"x8'-0" panel,
full
2'-0"x6'-8"
1530
2'-8"x6'-8"
1540
3'-0"x6'-8"
1560
2'-8"x7'-0"
1570
3'-0"x7'-0"
1580
3'-6"x7'-0"
1590
4'-0"x7'-0"
1600
2'-8"x8'-0"
1620
3'-0"x8'-0"
1630
3'-6"x8'-0"
1640
thick, full panel,
2'-8"x7'-0"
1760
3'-0"x7'-0"
1800
18
go.,
2'-8"x7'-0" 3'-0"x7'-0"
1900
4'-0"x8'-0"
2000
For vision
2010
For narrow
8100
For bottom louver, odd
8110
For boked
8120
For golvonizing, odd
lite,
0040 0060
Ea.
.941
3'-0" x 6 '-8"
m m m m m m m m m m m m m m m m m m m m m m m m m m m
2 Carp
IncI
i
O&P
52.50
682.50
775'
43
778
875
94.50
104
102
112
.800
575
36.50
611.50
690
18
.889
575
41
616
700
18
.889
595
41
636
715
18
.889
415
41
456
520
18
.889
610
41
651
735
18
.889
640
41
681
770
17
.941
635
43
678
760
17
.941
645
43
688
775
15
1.067
785
49
834
14
1.143
890
52.50
942.50
1,050
20
.800
555
36.50
591.50
665
20
.800
555
36.50
591.50
670
20
.800
550
36.50
586.50
660
18
.889
575
41
616
695
18
.889
560
41
601
680
18
.889
655
41
696
785
18
.889
725
41
766
860
18
.889
700
41
741
835
18
.889
720
41
761
855
18
.889
800
41
841
945
Fa.
940
18
.889
850
41
891
995
15
1.067
475
49
524
600
16
1
505
46
551
625
15
1.067
490
49
539
615
13
1.231
740
56.50
796.50
895
16
1
635
46
681
765
703
790
17
.941
660
43
16
1
685
46
731
825
14
1.143
670
52.50
722.50
815
94.50
104
281
30%
odd
102
112
281
310
15%
20%
Doors
METAL FIRE DOORS label,
Total
735
94.50
finish,
Total
Costs
Equipment
630
102
Fire
"B"
Labor
20
odd
enamel
Steel, flush,
1.143
17
odd
lite,
08 13 13.15 Metal
0020
go.,
3'-0"x 6'-8"
1840
0015
18
4'-0"x8'-0" Half gloss,
1860
0010
3'-0" x 7'-0"
4'-0"x8'-0" 1-3/4"
Insulated,
1740
1820
go.,
3'-0" x 7'-0"
go., steel hollow core
16
1520
1720
20
20
go.,
2 '-8" X 6 '-8" 8 go.,
3'-0"x6'-8"
Flush
14
2 Carp
thick, poly core,
1340
1500
2 Carp
2014 Bare Material
102
3'-0"x7'-0"
1320
Unit
odd
1260
Half gloss,
Hours
94.50
3'-0"x6'-8"
1290
Lobor-
Output
add
life,
1240
1280
m
Doily
Crew
R081313-20 90 minute 20
.800
420
36.50
456.50
515
2'-8"x6'-8"
18
.889
435
41
476
545
3'-0"x6'-8"
17
.941
435
43
478
545
43
498
565
46
541
615
563
635
Full panel,
20
go.,
2'-0"x6'-8"
2 Carp
Eo.
0080
3'-0"x7'-0"
17
.941
455
0140
18go., 3'-0"x6'-8"
16
1
495
0160
2'-8"x7'-0"
17
.941
520
43
0180
3'-0"x7'-0"
16
1
505
46
551
625
49
699
790
156
172
0200 0220 0240
264
15
4'-0"x7'-0" For "A" label, 3 hour,
For vision
lite,
1
add
8 go., use
same
price as
"B"
650
1.067
label
Ea.
156
13 Metal Doors 08 13 13 - Hollow Metal Doors 08 13 13.15 Metal 0300
Full
Doors
Fire
panel, 16ga.,
2'-0"x6'-8"
Daily
Labor-
Crew
Output
Hours
Unit
2 Carp
20
.800
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
545
36.50
581.50
655
0310
2'-8"x6'-8"
18
.889
545
41
586
665
0320
3'-0"x6'-8"
17
.941
540
43
583
660
0350
2'-8"x7'-0"
17
.941
565
43
608
685
0360
3'-0"x7'-0"
16
1
545
46
591
670
15
1.067
705
49
754
855
18
.889
655
41
696
785
4'-0"x7'-0"
0370 0520
Flush,
"B"
label
90
min., egress core,
20
ga.,
2'-0" x 6 '-8"
0540
2'-8"x6'-8"
17
.941
665
43
708
795
0560
3'-0"x6'-8"
16
1
665
46
711
800
0580
3'-0"x7'-0"
16
1
685
46
731
820
15
1.067
720
49
769
870
750
46
796
890
0640
Flush,
"A"
label
3 hour, egress core,
1
3'-0" x 6 '-8" 8 ga.,
0660
2'-8"x7'-0"
16
1
0680
3'-0"x7'-0"
15
1.067
740
49
789
0700
4'-0"x7'-0"
14
1.143
885
52.50
937.50
17
.941
305
43
348
400
15
1.067
247
49
296
345
15
1.067
330
49
379
440
8
2
625
91.50
716.50
825
17
.941
320
43
363
415
16
1
320
46
366
420
16
1
370
46
416
475
890 1,050
08 13 13.20 Residential Steel Doors 0010 0020
0030
RESIDENTIAL STEEL
DOORS
Prehung, insulated, exterior
Embossed,
full
0040
3'-0"x6'-8"
0060
3'-0"x7'-0"
0070
5'-4"x6'-8", double
0220
Half
gloss,2'-8"x6'-8"
0240
3'-0"x6'-8"
0260
3'-0"x7'-0"
0270 1320
full
'-8" panel, 2 '-8" x 6
3'-0"x6'-8"
1360
3'-0"x7'-0"
1380
5'-4"x6'-8", double
1420
Halfglass,2'-8"x6'-8"
1440
3'-0"x6'-8"
1460
3'-0"x7'-0"
1480
5'-4"x6'-8", double Sidelight, full
lite,
'-0" 1
x 6 '-8" with
1510
r-0"x6'-8", lowe
1520
r-0"x6'-8",
half
lite
l'-0"x6'-8",
half
lite,
1530
2300
2 Carp
m
5'-4"x6'-8", double Flush face,
1340
1500
m m m m m m
'-8" ponel, 2 '-8" x 6
Interior, residential, closet, hi-fold,
2330
3'-0"wide
2360
4'-0" wide
2400
5'-0"wide
2420
6'-0" wide
grille
lowe
2'-0" x 6 '-8"
m m m m m m m m m m m m m m m
Eo.
8
2
650
91.50
741.50
855
16
1
264
46
310
360
15
1.067
264
49
313
365
15
1.067
296
49
345
400
8
2
560
91.50
651.50
755
17
.941
325
43
368
420
16
1
325
46
371
425
16
1
360
46
406
465
8
2
640
91.50
731.50
845
252
252
277
268
268
295
280
280
310
284
310
16
1
161
46
207
248
16
1
200
46
246
291
15
1.067
260
49
309
360
14
1.143
315
52.50
367.50
430
13
1.231
335
56.50
391.50
455
395
49
444
505
49
484
550
284 2 Carp
08 13 13.25 Doors Hollow Metal 0010
0500
DOORS HOLLOW METAL commercial, flush,
1-3/4" x 7'-0" x 2'-6" wide
15
1.067
0530
2 '-8" wide
15
1.067
435
0560
3'-0" wide
14
1.143
435
52.50
487.50
555
15
1.067
495
49
544
620
15
1.067
500
49
549
625
14
1.143
485
52.50
537.50
615
15
1.067
560
49
609
690
15
1.067
565
49
614
700
1000
Exterior,
18
ga.,
2 '-8" wide
1060
3'-0" wide
1530
ga.,
2 Carp
1-3/4" X 7'-0"x 2'-6" wide
1030
1500
20
16 go., 1-3/4 X 7'-0" x 2'-6" wide 2 '-8" wide
m m m m
Ea.
265
Daily
Labor-
Crew
Output
Hours
Unit
Materiol
2 Carp
14
1.143
Eo.
555
14
1.143
15
1.067
15 14
08 13 13.25 Doors Hollow Metal 1560
3'-0"wide
1590
3 '-6" wide
2900
Fire door,
"A"
label,
2930
2 '-8" wide
2960
3'-0"wide
2990
3 '-6" wide
3100
"B"
1-3/4" x 2 '-6" x 7'-0" 8 gouge,
1
2 '-6" wide
label,
3130
2 '-8" wide
3160
3'-0"wide
® ® ® ® ® ® ®
2014 Bare
^
Labor
Total
Costs
Equipment
Total
IncI
O&P
52.50
607.50
690
645
52.50
697.50
790
645
49
694
785
1.067
665
49
714
805
1.143
640
52.50
692.50
785
14
1.143
735
52.50
787.50
885
15
1.067
585
49
634
720
15
1.067
590
49
639
725
14
1.143
580
52.50
632.50
720
1
08 13 16 - Aluminum Doors 08 13 16.10 Commercial Aluminum Doors 0010 5000
COMMERCIAL ALUMINUM DOORS, Flush panel doors, pair
flush,
no glazing
2 '-6" x 7'-0" of
2
Sswk
2
8
Pr.
1,425
410
1,835
2,300
2.50
6.400
Eo.
805
325
1,130
1,450
i
2
8
Pr.
1,525
410
1,935
2,400
)
2.50
6.400
Eo.
965
325
1,290
1,625
360
.156
S.F.
340
.165
297
•189!
277
.202
^
5050
3'-0"x7'-0",
5100
single
Poirof3'-0"x7'-0"
5150
3'-6"x7'-0",
single
0813 73 - Sliding Metal Doors 08 13 73.10 Steel Sliding Doors 0010 0020
STEEL SLIDING Up
to
50'
DOORS
X 18',
standard duty,
electric,
minimum
L-5
Maximum
0100 0500
Heavy
duty,
minimum
i
29.50
7.95
2.07
39.52
48.50
46
8.45
2.19
56.64
67.50
37.50
9.65
2.51
49.66
93.50
10.35
2.69
106.54
60.50
j
Maximum
0600
E]
Wood
114
1
1
3000 3020
TYPES OF Solid
WOOD
®
wood, 1-3/4"
thick stile
Maximum
3040 3050
Maximum minimum
3'-6"x8'-0", minimum
Maximum Red oak, 3'-0"x7'-0", minimum
3210
Maximum
3220
3 '-6" X 8'-0",
3230
Maximum
4020
2 Carp
Maximum
3130
4000
roil
minimum
Pine, 3'-0"x 7'-0",
3110
3200
ond
Mahogany, 3'-0" x 7'-0", minimum
3 '-6" X 8'-0",
3120
„
DOORS, CARVED
3030
3100
Hand carved
1
Doors
08 14 13 - Carved Wood Doors 08 14 13.10 Types of Wood Doors, Carved 0010
124
minimum
1,075
52.50
1,127.50
1,250
1.600
1,800
73.50
1,873.50
2,100
1.600
1,500
73.50
1,573.50
1,775
14
1.143
10 10
Ea.
8
2
2,500
91.50
2,591.50
2,900
14
1.143
490
52.50
542.50
615
10
1.600
825
73.50
898.50
1,025
10
1.600
900
73.50
973.50
1,100
8
2
1,825
91.50
1,916.50
2,175 1,975
14
1.143
1,725
52.50
1,777.50
10
1.600
2,300
73.50
2,373.50
2,650
10
1.600
2,600
73.50
2,673.50
2,975
8
2
3,300
91.50
3,391.50
3,775
14
1.143
1,750
52.50
1,802.50
2,000
mahogany
door,
3'-0" X 7'-0", minimum
2 Carp
Ea.
4030
Maximum
11
1.455
3,700
66.50
3,766.50
4,175
4040
8'-0",
10
1.600
3,000
73.50
3,073.50
3,425
4050 4200
3'-6"x
Maximum Rose wood, 3'-0" x 7'-0", minimum
4210
Maximum
4220
3 '-6" X 8'-0",
4225
Maximum
266
minimum
minimum
8
2
3,700
91.50
3,791.50
4,225
14
1.143
5,200
52.50
5,252.50
5,800
11
1.455
13,700
66.50
13,766.50
15,200
10
1.600
5,900
73.50
5,973.50
6,625
10
1.600
8,900
73.50
8,973.50
9,925
;
08 14 13 - Carved 08 14 13.10 Types of 4400 4600
Side
4670
light,
mahogany, 7'-0" x
8'-0" X
Crew
1
'-6" wide,
minimum
2 Carp
1
'-6" wide,
minimum
Maximum
4630
4660
Doors, Carved
Maximum
4620
4650
Wood
Doors Daily
Labor-
Output
Hours
For custom finish, odd
4610
4640
Wood
Side
light,
oak, 7'-0" x
'-6" 1
wide,
minimum
Maximum 8'-0"x l'-6" wide, minimum
Maximum
2014 Bore Unit
Material
Ea.
475
Labor
Total
Costs
Equipment
Total
475
O&P
IncI
525
18
.889
1,100
41
1,141
1,275
14
1.143
2,625
52.50
2,677.50
2,975
14
1.143
1,800
52.50
1,852.50
2,050
10
1.600
2,100
73.50
2,173.50
2,425
18
.889
1,200
41
1,241
1,400
14
1.143
2,100
52.50
2,152.50
2,375
14
1.143
1,100
52.50
1,152.50
1,275
10
1.600
2,100
73.50
2,173.50
2,425
17
.941
97.50
127
1
.941
08 14 16 - Flush Wood Doors 08 14 16.09 Smooth Wood Doors 0010
SMOOTH WOOD DOORS
0015
Flush, interior, hollow core
0025
Louan face, 1-3/8", 3'-0" x 6 '-8"
2 Carp
Eo.
54.50
43
126
46
172
210
39
43
82
109
0030
4'-0"x6'-8"
16
0080
l-3/4",2'-0"x6'-8"
17
0108
3'-0"x7'-0"
16
1
r
123
46
169
206
0112
Pairof3'-0"x7'-0"
9
1.778
Pr.
104
81.50
185.50
240
17
.941
Ea.
85
43
128
160
.941
95.50
43
138.50
172
46
204
245
0140
6'-8" Birch face, 1-3/8", 2'-6"x
0180
3'-0"x6'-8"
17
0200
4'-0"x6'-8"
16
1
0202
l-3/4",2'-0"x6'-8"
17
.941
0210
3'-0"x7'-0"
16
1
0214
158 50.50 *
109
43
93.50
122
46
155
191
9
1.778
Pr.
211
81.50
292.50
360
0220
Oakface, l-3/8",2'-0"x6'-8"
17
.941
Ea.
104
43
147
181
0280
3'-0"x6'-8"
17
.941
115
43
158
194
0300
4'-0"x6'-8"
16
1
139
46
185
224
0305
1-3/4", 2'-6"x6'-8"
17
.941
no
43
153
188
3'-0"x7'-0"
16
1
211
46
257
305
17
.941
182
43
225
268
17
.941
189
43
232
275
0310 0320
Pair
of3'-0"x7'-0"
Walnut face, 1-3/8", 2'-0"x6'-8"
0340
2'-6"x6'-8"
0380
3'-0"x6'-8"
17
.941
197
43
240
283
0400
4'-0"x6'-8"
16
1
216
46
262
310
.
r
0430
For 7'-0" high, odd
26
26
28.50
0440
For8'-0" high, add
36
36
39.50
0480
For prefinishing, clear, add
42
42
46
0500
For prefinishing, stain, add
1320
M.D. overlay on hordboord, 1-3/8", 2'-0" x 6 '-8"
52
57
43
158
194
52 2 Carp
17
.941
115
1340
2'-6"x6'-8"
17
.941
115
43
158
194
1380
3'-0"x6'-8"
17
.941
126
43
169
206
16
1
178
46
224
267
1400 1420 1440
1720
4'-0"x6'-8"
r
For 7 '-0" high, add
15.75
15.75
17.35
For8'-0"
31.50
31.50
34.50
high,
add 1-3/8", 2'-0" x 6'-8"
16
1
260
46
306
355
1740
2'-6"x6'-8"
16
1
260
46
306
355
1780
3'-0"x6'-8"
15
1.067
290
49
339
395
1800
4'-0"x6'-8"
14
1.143
385
52.50
437.50
500
H.P. plastic laminate,
1820
For 7'-0" high, add
1840
For 8'-0" high, add
2020
Particle core, lauon face,
2 Carp
15.75
15.75
31.50
31.50 1-3/8", 2 '-6" x 6 '-8"
2 Carp
15
1.067
92
49
17.35
34.50
141
177
2040
3'-0"x6'-8"
14
1.143
94
52.50
146.50
184
2080
3'-0"x7'-0"
13
1.231
98.50
56.50
155
195
267
08 14 16.09 Smooth
Wood
Doors
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Materiol
Labor
Total
Costs
Equipment
Total 1
2085
4'-0"x7'-0"
2110
l-3/4",3'-0"x7'-0"
2120
Birch face,
2 Carp
1-3/8", 2 '-6" x 6 '-8''
IndO&P
123”
61
184
230
1.231
123
56.50
179.50
222
15
1.067
103
49
152
189
12
1.333
13
Ea.
2140
3'-0"x6'-8"
14
1.143
113
52.50
165.50
205
2180
3'-0"x7'-0"
13
1.231
123
56.50
179.50
222
2200
4'-0"x7'-0"
12
1.333
139
61
200
248
2205
l-3/4",3'-0"x7'-0"
13
1.231
123
56.50
179.50
222
15
1.067
2220
Oak
1-3/8", 2'-6"x 6'-8"
face,
116
49
165
204
2240
3'-0"x6'-8"
14
1.143
128
52.50
180.50
222
2280
3'-0"x7'-0"
13
1.231
133
56.50
189.50
233
2300
4'-0"x7'-0"
12
1.333,
156
61
217
267
2305
l-3/4"3'-0"x7'-0"
2320
Walnut
1-3/8", 2'-0" x 6 '-8"
face,
13
1.231
190
56.50
246.50
296
15
1.067
123
49
172
211
52.50
191.50
234
2340
2'-6"x6'-8"
14
1.143
139
2380
3'-0"x6'-8"
13
1.231
156
56.50
212.50
259
2400
4'-0"x6'-8"
12
1.333
206
61
267
320
2440
For8'-0"
2460
For 8 '-0" high walnut, add
2480
For solid
2720
For prefinishing, clear, add
2740
For prefinishing, stain, add
add
high,
wood
core,
add
M.O. overlay on hardboard, 1-3/8", 2 '-6" x 6 '-8"
3320
41
41
45
36
36
39.50
40
40
44
36
36
39.50
53 2 Carp
14
1.143
106
53 52.50
58.50
158.50
198
3340
3'-0"x6'-8"
13
1.231
115
56.50
171.50
214
3380
3'-0"x7'-0"
12
1.333
117
61
178
224
3400
4'-0"x7'-0"
10
1.600
155
73.50
228.50
284
3440
For8'-0"
3460
For solid
3720
add
height,
wood
core,
H.P. plastic laminate,
add
1-3/8", 2'-6" x 6'-8"
37
37
40.50
42
42
46
13
1.231
160
56.50
216.50
263
3740
3'-0"x6'-8"
12
1.333
185
61
246
299
3780
3'-0"x7'-0"
11
1.455
190
66.50
256.50
310
3800
4'-0"x7'-0"
8
2
225
91.50
316.50
390
'v1
3840
For8'-0" height, add
3860
For solid
4000
wood
2 Carp
core,
add
1-3/4" x 2 '-6" x 7'-0"
37
37
40.50
42
42
46
15
1.067
173
49
222
266
4020
2 '-8" wide
15
1.067
159
49
208
251
4040
3'-0" wide
14
1.143
209
52.50
261.50
310
15
1.067
215
49
264
315
15
1.067
225
49
274
325
Exterior, flush, solid core, birch,
2 Carp
Oak faced l-3/4"x 2'-6"x 7'-0"
4100 4120
2 '-8" wide
4140
3'-0"wide Walnut faced, 1-3/4"
4200
2 '-6" x 7'-0"
x
14
1.143
230
52.50
282.50
335
15
1.067
310
49
359
415
4220
2 '-8" wide
15
1.067
315
49
364
420
4240
3'-0" wide
14
1.143
320
52.50
372.50
430
For 6 '-8" high door, deduct from 7'-0" door
4300 5000
Wood
doors, for vision
5010
Wood
doors, for narrow
5015
Wood
doors, for bottom (or top) louver, add
Wood
08 14 16.20 0010 0020 0040
WOOD
FIRE
Fire
add
lite,
add
16.80
16.80
94.50
94.50
18.50
104
102
102
112
281
281
310
540
Doors
DOORS
Particle core,
1
lite,
7 face plys, "B"
hour,birchface,
label,
l-3/4"x2'-6"x6'-8"
2 Carp
14
1.143
Ea.
420
52.50
472.50
0080
3'-0"x6'-8"
13
1.231
400
56.50
456.50
525
0090
3'-0"x7'-0"
12
1.333
435
61
496
575
268
I
Wood
14 081416
Flush
Wood
08 14 16.20
Wood
Fire
Doors
Doors
0100
4'-0"x7'-0"
0140
0akface,2'-6"x6'-8"
Daily
Labor-
Crew
Output
Hours
Unit
2 Carp
12
1.333
Fa.
14
j1
2014 Bare Material
Labor
Total
Costs
Equipment
Total
InclO&P
540
61
601
690
1.143
450
52.50
502.50
575
0180
3'-0"x6'-8"
13
1.231
455
56.50
511.50
585
0190
3'-0"x7'-0"
12
1.333
460
61
521
600
0200
4'-0"x7'-0"
12
1.333
590
61
651
745
14
1.143
470
52.50
522.50
595
Walnut face, 2'-6"x 6'-8"
0240 0280
3'-0"x6'-8"
13
1.231
490
56.50
546.50
625
0290
3'-0"x7'-0"
12
1.333
510
61
571
655
0300
4'-0"x7'-0"
12
1.333
630
61
691
790
M.D. overlay on hardboard, 2 '-6" x 6 '-8"
15
1.067
315
49
364
420
0480
3'-0"x6'-8"
14
1.143
375
52.50
427.50
495
0490
3'-0"x7'-0"
13
1.231
395
56.50
451.50
520
0500
4'-0"x7'-0"
12
1.333
415
61
476
550
14
1.143
325
52.50
377.50
435
1.231
320
56.50
376.50
435
385
61
446
520
0440
90
0740
minutes, birchfoce,
l-3/4"x2'-6"x6'-8"
0780
3'-0"x6'-8"
13
0790
3'-0"x7'-0"
12
1.333
0800
4'-0"x7'-0"
12
1.333
540
61
601
685
0840
0akface,2'-6"x6'-8"
14
1.143
430
52.50
482.50
555
0880
3'-0"x6'-8"
13
1.231
440
56.50
496.50
570
0890
3'-0"x7'-0"
12
1.333
455
61
516
595
0900
4'-0"x7'-0"
12
1.333
590
61
651
745
14
1.143
400
52.50
452.50
520
13
1.231
410
56.50
466.50
535
0940
Walnutface,2'-6"x6'-8''
0980
3'-0"x6'-8"
0990
3'-0"x7'-0"
12
1.333
470
61
531
610
1000
4'-0"x7'-0"
12
1.333
620
61
681
775
15
1.067
355
49
404
465
1.143
375
52.50
427.50
495
M.O. overlay on bardboard, 2 '-6" x 6 '-8"
1140 1180
3'-0"x6'-8"
14
1190
3'-0"x7'-0"
13
1.231
405
56.50
461.50
530
4'-0"x7'-0"
12
1.333
455
61
516
595
1200 1240
For8'-0" beigbt, add
1260
2200
For8'-0" beigbt walnut, add
Custom arcbitectuml "B"
2210
I
Doors
label, flush,
1-3/4"
75
75
82.50
90
90
99
thick, birch.
Solid core
2220
2'-6"x7'-0"
15
1.067
305
49
354
410
2260
3'-0"x7'-0"
14
1.143
315
52.50
367.50
425
2300
4'-0"x7'-0"
13
1.231
400
56.50
456.50
525
2420
4'-0"x8'-0"
11
1.455
430
66.50
496.50
580
2 Carp
Ea.
2480
For oak veneer, add
50%
2500
For walnut veneer, add
75%
08 14 23 - Clad 08 14 23.13 0010
0020
Doors Metal-Faced Wood Doors
METAL-FACED
WOOD DOORS
Interior, flush type,
3' X 7'
08 14 23.20 Tin Clad 0010 0020 1000
TIN CLAD 3
ply,
Wood
Wood
2 Carp
4.30
3.721
Opng.
390
171
561
695
1
16
Opng.
2,000
735
2,735
3,325
2
4
3,250
213
3,463
3,900
Doors
WOOD DOORS
6' X 7', double sliding, doers only
For electric operator, add
2 Carp
n 1
Elec
269
7
^ 08 14 33 ^8
14 33.10
Stile
Wood
Wood
Rail
:
Industrial IE
AUTOMATIC OPENERS INDUSTRIAL
t
0015
Sliding doors up to 6'
0200
To 12' wide
0400
Over 12' wide, odd per
2 Skwk
wide
.60
26.667 Opng.
tr
.40
40
5,900
1,250
7,150
8,450
7,075
1,900
8,975
10,700
800
880 5,325
n :
1000
Swing doors,
1860
Add
to 5'
L.F.
of excess
wide
2
for controls, wall pushbutton,
1870
Skwk
6v.
3 button
Control pull cord
.80
20
L.E.
800
Eo.
3,500
945
4,445
4
4
240
189
429
555
4.30
3.721
195
176
371
490
7
1.143
76
107
08 71 20 - Hardware 08 71 20.10 0010 0020
Bolts, Flush
BOLTS, FLUSH Standard, concealed
1
Carp
Eo.
ff
0800
Automatic
1600
For electric release, odd
fire exit
1
Elec
23.50
5
1.600
260
3
2.667
127
52.50 73.50
142
400
333.50
355
269 i
2" long
40
.200
6.80
9.15
15.95
21.50
3020
4" long
40
.200
12.25
9.15
21.40;
27.50
3060
6" long
40
.200
25
9.15
34.15;
3000
Barrel, brass,
1
Carp
i
I
41.50
08 71 20.15 Hardware 0010 0020
HARDWARE Average percentage
hardware,
total job cost
Total
hordwore
5%
tor building,
Door hardware, apartment,
1300
Average, door hardware, motel/hotel Hospital
2250
interior
1
interior,
Carp
with access cord
bedroom, minimum
Maximum
2000 2100
85%
overage distribution
1000
1500
2%
Job
Maximum
0050 0500
for
Minimum
0025
4
2
450
91.50
541.50
640
4
2
580
91.50
671.50
780
4
2
620
711.50
820
3
2.667
725
847
985
Door
r
100
61
161
205
122
1,397
1,600
2.667
615
122
737
870
845
122
967
1,125
6
1.333
Eo.
School, single exterior,
3
2.667
Door
3
inci. lever, inci.
f
panic device
Single interior, regular use, lever included
91.50
122
1,275
Pocket door
2500
15%
2550
Average, door hdwe., school, classroom, ANSI F84, lever hondl f
3
2.667
2600
Average, door hdwe., school, classroom, ANSI F88,
3
2.667
905
122
1,027
1,175
3
2.667
r
540
122
662
785
2
4
Pr.
2,375
183
2,558
2,875
107
209
272
2850
Stairway, single interior
3100
Double
6020
Add
for fire
inci.
lever
exterior, with panic device
olorm door holder, electro-magnetic
'1
1
r
Elec
’I
4
2
Eo.
102
80
.200
L. F.
37
08 71 20.20 Door Protectors 0010 0020 0021
296
DOOR PROTECTORS 1-3/4" X 3/4" U chonnel 1-3/4"
X
M/4"U
2 Carp
t
channel
80
.200
39
9.15
46.15
54.50
9.15
48.15
57
a
(
m
08 71 20 - Hardware
i
Daily
Labor-
Crew
Output
Hours
Unit
2 Carp
15
1.067
Ea.
08 71 20.20 Door Protectors Tear drop, spring-stl, 8" high x
1000
8"
1010 1100
32"
high X
Tear drop, stainless
1
9" long
long sti.,
8" high x
1
9" long
8" high X 32" long
1200
2014 Bore Material
Labor
98
49
Total
Costs
Equipment
Total
InclO&P
147
184
15
1.067
121
49
170
209
15
1.067
255
49
304
355
15
1.067
315
49
364
425
6
1.333
188
61
249
300
6
1.333
200
61
261
315
6.50
1.231
162
1
08 71 20.30 Door Closers 0010
DOOR CLOSERS Adjustible
0015
and rack and pinion
0020
Standard Regular Arm
1
0040
Hold open arm
0100
Fusible link
0210
Light duty, regular
arm
Parallel
0230
Hold open arm
0240
Fusible link
0500
218.50
265
154.50
198
6
1.333
6
1.333
125
61
186
232
6
1.333
117
61
178
224
6
1.333
148
61
209
258
117
61
178
224
1.231
125
56.50
181.50
225
Fusible link
6.50
1.231
131
56.50
187.50
231
Overhead concealed,
5.50
1.455
200
66.50
266.50
325
5
1.600
310
73.50
383.50
455
5.50
1.455
320
66.50
386.50
455
5
1.600
253
73.50
326.50
390
mount
Surface
arm
regular
all
sizes, regular
arm
Concealed arm Concealed
in
door,
all
sizes, regular
arm
Concealed arm Floor concealed,
all
sizes, single acting
1565
Double acting
1610
Hold open arm
Double acting, standard arm
1620 1630 1640
56.50 61
1.333
1535
1560
93.50
6
arm
duty, regular
1525
1530
arm
Fa.
6.50
Medium
0550 1520
Carp
arm
0220
0250
hackcheck, multiple mounting
Hold open arm Floor, center
1650
hung, single acting, bottom arm
Double acting
1660
Offset hung, single acting, bottom
arm
-V
2.20
3.636
500
167
667
805
2.20
3.636
410
167
577
705
6
1.333
420
61
481
555
6
1.333
700
61
761
865
6
1.333
700
61
761
865
6
1.333
410
61
471
545
6
1.333
465
61
526
605
6
1.333
550
61
611
700
2000
Backcheck and adjustable power, hinge face mount
5000
For cast
5010
For delayed action add
5040
For delayed action, add
46
46
50.50
5080
For fusible link arm, add
35
35
38.50
50
50
55
40
40
44
aluminum
cylinder,
deduct 1
5120
For shock absorbing arm, add
5160
For spring
6000
Closer-holder, hinge face
6500
Electro
6510
Multi-point,
sizes,
exposed arm
1
Carp
6.50
1.231
1
Carp
4
2
>T
61
95
38.50
132
201
56.50
257.50
310
-
Fa.
470
91.50
561.50
655
91.50
756.50
875
4
2
665
4
2
875
91.50
966.50
1,100
4
2
r
1,275
91.50
1,366.50
1,550
4
2
Fa.
1,975
91.50
2,066.50
2,325
4
2
217
91.50
308.50
380
5
1.600
420
73.50
493.50
575
1.600
605
73.50
678.50
780
1.333,
207
61
268
325
6
1.333-
137
61
198
245
6
1.333
125
61
186
232
6
1.333
190
61
251
305
6
1.333
212
61
273
330
automatic operators
Operator Wall plate actuator
8000
all
no detector
6570
7400
mount,
Including detector Electric
34
1.333
35
35
magnetic closer/holder
6555
7000
6
Including detector
6524
6550
Carp
power adjustment, add
Single point, no detector
6515 6520
Fa.
1
Electronic closer-holder, hinge
Carp
facemount, concealed arm
With built-in detector
5
Surface mounted, stand, duty, parallel arm, primed, traditional
^ 1
8030
Light duty
8042
Extra duty parallel
8044
Hold open arm
8046
Positive stop
arm
arm 1
r
297
E]
Door Hardware
71
08 71 20 - Hardware 08 71 20.30 Door Closers 8050 8052
Heavy duty Heavy
duty, regular
1
Top jamb mount
8056
Extra duty parallel
8058
Hold open arm
8060
Positive stop
8062
Fusible link
arm
arm
arm
Universal heavy duty, regular
8084
Parallel
8088
Extra duty, parallel
8090
Hold open arm
8094
Positive stop
8100
arm
arm
Standard duty,
8150
Carp
arm
8054
8080
Crew
arm
arm
parallel
arm, modern -
Heavy duty
Daily
Labor-
Output
Hours
Unit
Material
6
K333
Ea.
234
2014 Bare
-
Labor
Total
Costs
Equipment
Total
O&P
IncI
61
295
350
6
1.333
215
61
276
330
1
6
1.333
215
61
276
330
.1
6
1.333
215
61
276
330
1
6
1.333
261
61
322
380
!
6
1.333
238
61
299
355
6
1.333
257
61
318
380
6
1.333
225
61
286
340
6
1.333
225
61
286
340
6
1.333
257
61
318
380
6
1.333,
265
61
326
385
6
1.333
275
61
336
395
6
1.333
243
61
304
365
6
1.333
274
61
335
395
600
08 71 20.35 Panic Devices 0010
PANIC DEVICES
0015
For rim locks, single door exit only
6
1.333
460
61
521
0020
Outside key and pull
5
1.600
570
73.50
643.50
745
0200
Bar and vertical rod, exit only
5
1.600
865
73.50
938.50
1,075
,4
2
940
91.50
1,031.50
1,175
745
91.50
836.50
960
0210
Outside key and
1
Carp
pull
Ea.
0400
Bar and concealed rod
4
2
0600
Touch
6
1.333
555
61
616
705
5
1.600
685
73.50
758.50
865
0610
bor, exit only
Outside key and
0700
pull
5
1.600
845
73.50
918.50
1,050
4
2
970
91.50
1,061.50
1,225
4
2
690
91.50
781.50
900
4
2
740
91.50
831.50
955
6
1.333
615
61
676
770
5
1.600
890
73.50
963.50
1,100
5
1.600
920
73.50
993.50
1,125
4
2
920
91.50
1,011.50
1,150
Bar and concealed rod, exit only
3
2.667
1,147
1,350
3000
Mortise, bar, exit only
4
2
600
91.50
691.50
800
3600
Touch
4
2
790
91.50
881.50
1,000
12
.667
12
.667
10
.800
108
36.50
144.50
175
8
1
205
46
251
297
10
.800
128
36.50
164.50
198
12
.667
125
30.50
155.50
185
Touch bar and
0710 1000
pull
Mortise, bar, exit only
1600
2000
vertical rod, exit only
Outside key and
Touch
Narrow
stile,
2010
bar, exit only
rim mounted, bar, exit only
Outside key and
2200
pull
Bar and vertical rod, exit only
2210
Outside key and
2400
pull
bar, exit only
1,025
122
08 71 20.40 Lockset 0010 0020 0100 0400 0420 0500
LOCKSET,
Standard duty
Non-keyed, passage, w/sect.trim
Hotel (see also Section
1100
Privacy
1600 1690
1700 1720
1800 1810
1820
298
08 71 20.15)
Lever handled, keyed, single cylinder function
Heavy duty with
1420
Carp
Keyed, single cylinder functian
1000
1400
1
Privacy
sectional trim, non-keyed, passages
Keyed, single cylinder function Hotel
Maximum Exterior,
minimum
Average
Maximum
30.50
75
30.50
1
Carp
117
130
.667
155
30.50
185.50
218
.800
185
36.50
221.50
261
8
1
450
46
496
565
.800
290
36.50
326.50
375
50
minimum
94 105.50
12
For re-core cylinder, add Residential, interior door,
63.50
10
10
Communicating
Ea.
16
.500
8
1
14
.571
8
1
8
1
50
55 68.50
30
23
53
120
46
166
50
26
76
72.50
46
220
46
203 95.50
118.50
151
266
315
71 Door Hardware 08 71 20 - Hardware 08 71 20.40 Lockset
,
Crew
w/key pud
3800
Cipher lockset
3900
Cipher lockset with dial for swinging doors (security item)
3920
(security item)
with dial for swinging doors
&
drill
1
Carp
resistant plate (security item)
Daily
Labor-
Output
Hours
Unit
13
.615
Ea.
920
28
948
1,075
13
.615
1,800
28
1,828
2,050
12
.667
2,200
30.50
2,230.50
2,475
12
.667
-
1,500
30.50
1,530.50
1,700
9
.889
Ea.
140
9
.889
9
.889
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
1
3950
Cipher lockset with dial for safe/vault door (security item)
3980
Keyless, pushbutton type
4000
- -
Residential/light commercial, deadbolt, standard
1
Carp
41
181
217
230
41
271
315
355
41
396
455
1
4010 4020
Heavy duty Industrial,
heavy duty, with deadbolt
i
1
4030
Key override
9
.889
390
41
431
495
4040
Lever activated handle
9
.889
415
41
456
520
Key override
9
.889
430
41
471
535
8
1
755
46
801
900
8
1
790
46
836
940
9
.889
200
41
241
283
9
.889
200
41
241
283
10
.800
no
36.50
146.50
178
10
.800
120
36.50
156.50
189
10
.800
45
36.50
81.50
106
10
.800
60
36.50
96.50
123
10
.800
45
36.50
81.50
106
9
.889
8
1
9 8
4050
f
j
4060
Double sided pushbutton type
4070
Key override
1r
08 71 20.41 Dead Locks 0010 0011
DEAD LOCKS Mortise heavy duty outside key (security item)
0020 0100
0110 1000 1010
1200
1
Carp
Double cylinder
Medium
key
duty, outside
Double cylinder Tubular, standard duty, outside
key
Double cylinder Night latch, outside key
/
Ea.
08 71 20.42 Mortise Locksets 001 0
MORTISE LOCKSETS,
0015
Assumes mortise
0020 0030 0040 0050
0100 0110 0120 0130 0200 0210 0300
0310 1000 1010 1040 1050
1100
1110 1120 1130
2000 2010
2020 2040 2050 2120 2130
is
Comm., wrought knobs &
full
escutcheon trim
cut
Non-keyed, passage,
minimum
1
Corp
Maximum Privacy,
minimum
Maximum Keyed, office/entmnce/apartment,
minimum
Maximum Single cylinder, typical,
minimum
Maximum Hotel,
minimum
Maximum
(see also Section
(see also Section
Communication, double
cylinder,
08 71 20.1
08
5)
71 20.1 5)
minimum
Maximum Wrought knobs and
sectional trim, non-keyed, passage,
minimum
Maximum Privacy,
minimum
Maximum Keyed, entrance, office/apartment,
minimum
Maximum Single cylinder, typical,
minimum
Maximum Cast knobs and
full
41
190
227
405
46
451
515
.889
169
41
210
249
1
455
46
501
570
8
1
197
46
243
288
7
1.143
515
52.50
567.50
650
8
1
189
46
235
279
7
1.143
495
52.50
547.50
625
7
1.143
189
52.50
241.50
289
6
1.333
505
61
566
655
8
1
225
46
271
320
7
1.143
515
52.50
567.50
650
10
.800
130
36.50
166.50
200
9
.889
405
41
446
510
10
.800
145
36.50
181.50
217
9
.889
455
41
496
565
9
.889
220
41
261
305
8
1
515
46
561
640
9
.889
225
41
266
310
8
1
495
46
541
615
9
.889
275
41
316
370
8
1
380
46
426
490
9
.889
320
41
361
415
8
1
440
46
486
555
8
1
330
46
376
435
525
52.50
577.50
660
escutcheon trim
Non-keyed, passage, minimum
1
Carp
Maximum Privacy,
149
Ea.
minimum
Maximum Keyed, single cylinder,
typical,
minimum
Maximum
Ea.
1.143 1
1
299
El
Door Hardware
71
1
A? -H,'-
08 71 20 - Hardware
1
—
08 71 20.42 Mortise Locksets 3000
Crew
Cast knob and sectional trim, non-keyed, passage,
minimum
1
Carp
Maximum
3010 3040
Privacy,
minimum
Maximum
3050 3100
Keyed, office/entrance/apartment,
minimum
Maximum
3110 3120
i
minimum
Single cylinder, typical,
3130
Maximum
3190
For re-core cylinder, add
r
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
210^
Labor
Equipment
Jt
Tatal
Casts Total
InclO&P
y
10
.800
36.50
246.50
288
10
.800
380
36.50
416.50
475
10
.800
225
36.50
261.50
305
10
.800
440
36.50
476.50
540
9
.889
255
41
296
345
\
9
.889
580
41
621
700
ni
9
.889
260
41
301
350
9
.889
525
41
566
645
50
55
Fa.
'j
i
ilj
:1|
1 1 '
50
08 71 20.45 Peepholes 0010 2010 2020
«
PEEPHOLES Peephole
1
Carp
32
.250
Fa.
15.80
11.45
27.25
35
16.50
11.45
27.95
36
‘1
;
32
Peephole, wide view
.250
!|
08 71 20.50 Door Stops 0010
r
DOOR STOPS
'i
& bumper,
0020
Holder
1300
Wall bumper, 4" diameter, with rubber pad, aluminum
1600
Door bumper,
1900
Plunger type, door mounted
floor or wall
1
Carp
aluminum
floor type,
32
.250
32
.250
32
.250
32
.250
12
.667
Fa.
34.50
11.45
45.95
55
11.70
11.45
23.15
30.50
8.10
11.45
19.55
26.50
11.45
39.45
48
6.25
30.50
36.75
54
28
1 ,i|
08 71 20.55 Push-Pull Plates 0010
0090
PUSH-PULL PLATES Push plate, 0.050 thick, 3" x 12", oluminum
1
Carp
Fa.
;
0100
4"xl6"
12
.667
11.10
30.50
41.60
59.50
0110
6"xl6"
12
.667
8.50
30.50
39
56.50
12
.667
9.90
12
.667
30.50
40.40
58
14
30.50
44.50
62.50
.667
17.50
30.50
48
66.50
.667
27
30.50
57.50
76.50
12
.667
35
30.50
65.50
85.50
12
.667
14.25
30.50
44.75
62.50
12
.667
17.70
30.50
48.20
66.50
12
.667
27
30.50
57.50
76.50
12
.667
35
30.50
65.50
85.50 65.50
0120
8"xl6"
0200
Push plate, 0.050
0210
4"xl6"
12
0220
6"xl6"
12
0230
8"xl6"
0250
Push plate, 0.050
0260
4"xl6"
0270
6"xl6"
0280
8"xl6"
0490
Push plate, 0.050
0500
4"xl6"
3"
thick,
x
1
3" x
thick,
3"
thick,
1
x
1
2", brass
2", satin brass
2", bronze
6"
0510
6" X
0520
8"xl6"
0740
Push plote, 0.050
0760
6"xl6"
0780
8"xl6"
1
3" x
thick,
3"
1
2", stainless steel
12
.667
17
30.50
47.50
12
.667
25
30.50
55.50
74.50
12
.667
32
30.50
62.50
82
12
.667
38.50
30.50
69
89.50
12
.667
12
30.50
42.50
60
12
.667
18.65
30.50
49.15
67.50
12
.667
23.50
30.50
54
73
12
.667
30.50
37.50
54.50
30.50
42.20
60
30.50
39.50
57
7
0790
Push plate, 0.050
0820
6"xl6"
12
.667
0830
8"xl6"
12
.667
12
.667
25.50
30.50
56
75
39.50
30.50
70
90.50
0980
Pull plate,
0.050
thick,
x
1
2", satin stainless steel
11.70 9
thick,
3" x
12
.667
12
.667
50
30.50
80.50
30.50
76
30.50
1
2",
aluminum
1050
Pull plate,
0.050
thick,
3" x 12", brass
1080
Pull plate,
0.050
thick,
3" x
1
2", stainless steel
12
.667
45.50
1
2", chrome
12
.667
44.50
1180
Pull plote,
0.050
thick,
3" x
1250
Pull plote,
0.050
thick,
3" x
1500
2000 3000 3500
300
Pull
handle and push
bar,
1
2", bronze
aluminum
Bronze Push plate both sides, aluminum
Bronze T
11
.727
118
33.50
10
.800
159
36.50
75
102 97 96
151.50
182
195.50
232
14
.571
27
26
53
13
.615
61.50
28
89.50
70 111
08 71 Door Hardware
I
'xrt'.i.
08 71 20 - Hardware 08 71 20.55 Push-Pull Plates 4000
Door
Crew
designer style, cost aluminum,
pull,
minimum
1
Carp
Maximum
5000
minimum
Cast bronze,
6000
Maximum
7000
8000
minimum
Walnut,
Maximum
9000
Daily
Labor-
Output
Hours
Unit
12
.667
Ea.
8
1
12
.667
8
1
12
.667
8
1
9
.889
8
1
8
1
2014 Bare Material
88.50
370 87
405 70
Labor
Total
Costs
Equipment
InclO&P
Total
30.50
119
145
46
416
475
30.50
117.50
143
46
451
515
30.50
100.50
124
380
46
426
490
175
41
216
256
175
46
221
264
225
46
271
320
150
165
08 71 20.60 Entrance Locks I
0010 0015
ENTRANCE LOCKS Cylinder, grip handle deadlocking latch
0020
0100 0900
1
Carp
Deadbolt Push and
pull plate,
For handicapped
dead
bolt
add
lever,
Fa.
150
J-
08 71 20.65 Thresholds 0010 0011
THRESHOLDS Threshold 3' long saddles aluminum
Aluminum, 8" wide,
0100
0500
1
/2"
1
Carp
thick
Bronze
0600
Bronze, panic threshold, 5" wide,
0700
Rubber,
/2" 1
thick, 5-1
1
/2"
thick
/2" wide
2-3/4" wide
0800 1950
ADA Compliant
2300
Threshold,
48
.167
L.F.
8.15
12
.667
Fa.
49
60
.133
L.F.
41.50
Fa.
7.65
15.80
21
30.50
79.50
101
6.10
47.60
55
220
12
.667
158
30.50
188.50
20
.400
40
18.35
58.35
72.50
20
.400
37.50
18.35
55.85
70
12
.667
33
30.50
63.50
83.50
Thresholds
aluminum 4" wide x 36" long
1
Carp
Fa.
2310
4" wide
long
12
.667
41
30.50
71.50
92
2360
6" wide X 36" long
12
.667
53
30.50
83.50
106
2370
6" wide
12
.667
68
30.50
98.50
122
X
X
48"
48"
long
08 71 20.70 Floor Checks 0010
FLOOR CHECKS
0020
For over 3' wide doors single octing
0500
Double acting
1
Carp
2.50
3.200
"
2.50
3.200
Fa.
745
147
892
1,050
860
147
1,007
1,175
98
46
144
179
//
08 71 20.75 Door Hardware Accessories 001 0
0050
DOOR HARDWARE ACCESSORIES Door closing coordinotor, 36"
0060
48"
0070
56"
openings up to 56")
8
1
(for paired
openings up to
84")
8
1
105
46
151
187
(for paired
openings up to 96")
8
1
116
46
162
198
26
.308
(for paired
1
Carp
Fa.
08 71 20.80 Hasps 0010
HASPS,
steel
assembly
0015
3"
0020
4-1/2"
0040
6"
1
Carp
Fa.
4.90
14.10
19
27.50 51
13
.615
6.60
28
34.60
12.50
.640
8.70
29.50
38.20
55
36
36
40
57.50
57.50
63
08 71 20.90 Hinges 0010 0012
HINGES Full
R0871 20-10
mortise, avg. freq., steel base, USP, 4-1
0100
5"x5", USP
0200
6" X 6", USP
0400 0500
/2"
x 4-1
/2"
Pr.
119
119
" Brass base, 4-1
/2
x 4-1
/2", USl 0
5"x5", USIO
131
58.50
58.50
64.50
86
86
94.50
162
162
74
74
0600
6"x6", USIO
0800
Stainless steel base, 4-1
0900
For non removoble pin, odd (security item)
4.88
4.88
5.35
0910
For floating pin, driven tips, add
3.30
3.30
3.63
0930
For hospital type tip on pin, add
13.95
13.95
15.35
/2"
x 4-1
/2", US32 Fa.
178 81.50
301
71 Door Hardware 08 71 20 - Hardware 08 71 20.90 Hinges 0940 0950
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
For steeple type tip on pin, odd Full
mortise, high frequency, steel hose, 3-1
/2"
US26D
x 3-1 /2",
Material
Total
Costs
Equipment
Labor
Total
IncI
O&P
Ea.
18.9'5
18.95
21
Pr.
30
30
33
63
63
69
1000
4-1/2"
1100
5" X 5", USP
50
50
55
1200
6" X 6", USP
134
134
148
4-1/2", USP
X
JL
1400
/2"
Brass hose, 3-1
4-1/2"
1430
x 3-1
X 4-1/2",
/2", US4
US 10
51
51
56
J
73.50
73.50
81
i
1500
5"x5", USIO
122
122
134
1600
6"x6", USIO
166
166
183
1800
Stainless steel base, 4-1
103
103
114
137
137
151
5"
1810 1930 1950
For hospital type Full
/2"
x 4-1
/2", US32
4-1/2", US32
X
on
tip
4
add
pin,
mortise, low frequency, steel base, 3-1
/2"
x 3-1
/2", US26D
Ea.
13.15
13.15
14.45
Pr.
23
23
25.50
22
22
24.50
2000
4-1/2"
2100
5"x5", USP
47.50
47.50
52
2200
6"x6", USP
89
89
98
2300
4-1/2"
2310
5"x5", US3
2400
4-1/2", USP
X
4-1/2", US3
X
Brass bass, 4-1
/2"
x 4-1
2500
5"x5", USIO
2800
Stainless steel base, 4-1
/2", USl 0
/2"
x
4-1/2", US32
17.70
17.70
19.45
42.50
42.50
46.50
53
53
58.50
76.50
76.50
84
74.50
74.50
82
08 71 20.91 Special Hinges 0010 0015
SPECIAL HINGES Paumelle, high frequency
6" x 4-1/2", USIO
0020
Steel base,
0100
Brass base, 5"
x
4-1/2", USIO
0200
Paumelle, average frequency, steel base, 4-1
/2"
x 3-1
0400
Olive knuckle, low frequency, brass base, 6"
x 4-1
/2", USl 0
1000
Electric
4-1/2"
Bronze base, 4-1 /2" x 4-1 /2",
1600 1700 1800
2000 2200 3000 3010
3200 3210 4000 4200 4600 4700
4900 4950 8000
Electric
Double weight,
/2"
800
weight,
2000
x 4-1
steel base,
lb.,
lb.,
steel base,
98.50
108
142
156
310
310
340
320
320
350
262
262
288
310
310
340
166
166
183
400
400
440
149
149
164
232
232
255
Pr.
143
143
157
Pr.
128
128
142
Pr. t
clear, full mortise,
Steel base, 4-1
/2"
Pr.
removable
welded
pin,
5" x 6", USP
5"
pin,
x 6",
base, 7-3/4" door
plate,
USP
plote,
USP
USIO
clear, full mortise, full or half surface,
Steel base, 5" high,
high frequency.
USP average frequency high,
USP
Wide throw, averoge frequency,
steel base, 4-1
High frequency, steel base, 4-1
/2"
x 6",
/2"
x 6",
94.50
94.50
USP
USP
Spring hinge, single acting, 6" flange, steel
Ea.
Brass
Double acting, 6" flonge, steel Brass
112
112
50
50
94.50
94.50
141
104 124 55
104
80
80
88
133
133
146
Continuous hinges Steel, piano,
8020
Brass, piano, Acrylic,
2" x 72"
1
Carp
1-1/16" x 30"
piano, 1-3/4" x 12"
40.35
52.50
22
18.35
.267
8
12.25
20.25
27.50
.200
15
9.15
24.15
30.50
20
.400
30 40 7
302
98.50
Ea.
5" x 6", USP
Bronze base, 7-3/4" door
Swing
Ea.
US26D
/2", US26D
Pivot reinf., high frequency, steel
8010
8030
x 4-1/2",
Steel base-welded pin,
Swing
160
273
hinge with concealed conductor, high frequency
Steel base, 4-1
Triple
145
248
Pr.
US26D
Steel base,
1100
1210
145
248
hinge with concealed conductor, averoge frequency
1010
1200
/2", USl 0
Pr.
Ea.
Door Hardware
71
08 71 20 - Hardware 08 71 20.91 Special Hinges 9000
Continuous hinge, steel,
full
Crew mortise, heavy duty,
96
inch
1
Carp
Doily
Labor-
Output
Hours
2
4
15
.533
2014 Bore Unit Eo
Moteriol
460
Totol
Costs Total
183
643
Ind
O&P
790
08 71 20.95 Kick Plates 0010 0020
KICK PLATES Stainless steel, .050,
16
go.,
8” x 28", US32
Karp
Ea.
38
24.50
62.50
79.50
65.50
82.50
0030
8" X 30"
15
.533
41
24.50
0040
8"x34"
15
.533
46
24.50
70.50
88
0050
10"x28"
15
.533
76
24.50
100.50
121
0060
10"x30"
15
.533
82
24.50
106.50
128
0070
10"x34"
15
.533
92
24.50
116.50
139
0080
Mop/Kick, 4" X 28"
15
.533
34
24.50
58.50
75
0090
4"
30"
15
.533
36
24.50
60.50
77
0100
4"x34"
15
.533
41
24.50
65.50
82.50
0110
6"x28"
15
.533
43
24.50
67.50
85
0120
6"x30"
15
.533
47
24.50
71.50
89
77.50
96
X
6"x34"
0130
28"
15
.533
53
24.50
15
.533
66.50
24.50
91
111
0500
Bronze, .050", 8" x
0510
8"
30"
15
.533
65
24.50
89.50
109
0520
8" X 34"
15
.533
73
24.50
97.50
118
0530
10"x28"
15
.533
75
24.50
99.50
120
104.50
126
X
0540
10"x30"
15
.533
80
24.50
0550
10"x34"
15
.533
91
24.50
115.50
138 74
0560
Mop/Kick,
4"x28"
15
.533
33
24.50
57.50
0570
4"
30"
15
.533
36
24.50
60.50
77
0580
4" X 34"
15
.533
37
24.50
61.50
78
0590
6" X 28"
15
.533
46
24.50
70.50
88
0600
6" X 30"
15
.533
52
24.50
76.50
94.50
99
6" X 34"
0610 1000
X
Acrylic,
.125",
8"x26"
15
.533
56
24.50
80.50
15
.533
28
24.50
52.50
68.50
1010
8" X 36"
15
.533
38
24.50
62.50
79.50
1020
8" X 42"
15
.533
45
24.50
69.50
87
1030
10"x26"
15
.533
35
24.50
59.50
76 90.50
1040
10"x36"
15
.533
48
24.50
72.50
1050
10"x42"
15
.533
68.50
24.50
93
1060
Mop/Kick, 4" X 26"
113
15
.533
17
24.50
41.50
56
1070
4" X 36"
15
.533
24
24.50
48.50
64
1080
4" X 42"
15
.533
27
24.50
51.50
67
1090
6"
47.50
63
1100
6"
1110
1220
X
26"
15
.533
23
24.50
X
36"
15
.533
34
24.50
58.50
75
6" X 42"
15
.533
39
24.50
63.50
80.50
15
.533
56
24.50
80.50
99
15
.533
75
24.50
99.50
120
24.50
110.50
132
24.50
95.50
116
138 154
Brass, .050",
8" x 26"
1230
8" X 36"
1240
8" X 42"
15
.533
86
1250
10"x26"
15
.533
71
1260
10"x36"
15
.533
91
24.50
115.50
1270
10"x42"
15
.533
105
24.50
129.50
1320
Mop/Kick, 4" X 26"
15
.533
28
24.50
52.50
68.50
1330
4"
36"
15
.533
39
24.50
63.50
80.50
1340
4" X 42"
15
.533
44
24.50
68.50
86
1350
6" X 26"
15
.533
38
24.50
62.50
79.50
1360
6" X 36"
15
.533
48
24.50
72.50
90.50
1370
6"
98 69.50
1800
X
X
42"
Aluminum, .050",
8"x26"
15
.533
55
24.50
79.50
15
.533
29
24.50
53.50
303
;
Door Hardware
El] 71 08 71 20
-
Hardware
08 71 20.95 Kick Plates
Crew
Daily
Labor-
Output
Hours
Unit
15
.533
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
40-
24.50
64.50
81.50“
.533
47
24.50
71.50
89
.533
36
24.50
60.50
77
15
.533
50
24.50
74.50
92.50
10"x42"
15
.533
59
24.50
83.50
103
Mop/Kick, 4" X 26"
15
.533
15
24.50
39.50
54
1810
oo
1820
8"x42"
15
1830
10"x26"
15
1840
10"x36"
1850 1860
CO
X
1
Carp
1870
4" X 36"
15
.533
20
24.50
44.50
59.50
1880
4"
42"
15
.533
24
24.50
48.50
64
1890
6"x26"
15
.533
22
24.50
46.50
61.50
1900
6"
X
36"
15
.533
30
24.50
54.50
70.50
1910
6"
X
42"
15
.533
35
24.50
59.50
76
4
4.08
8.08
10.70
5.75
4.08
9.83
12.65
4.08
20.08
X
*
08 71 21 - Astragals 08 71 21.10 Exterior Mouldings, Astragals 0010 0400
EXTERIOR MOULDINGS, ASTRAGALS One
0600
Prime coated
0800
Stainless steel,
1000
Aluminum,
1200
flat,
3/32"
/8" 1
x
.089
90
.089
1-5/8"
90
.089
90
.089
4.10
4.08
8.18
10.80
120
.067
1.90
3.06
4.96
6.80
105
.076
2.50
3.49
5.99
8.15
90
.089
3.20
4.08
7.28
9.80
75
.107
4.50
4.89
9.39
12.50
75
.107
4.10
4.89
8.99
12.05
1700
Carp
2"
x
"T" extrusion
Vinyl insert
"L" extrusion, neoprene bulbs
2100
Neoprene sponge
2200
insert
Magnetic
2400
Spring hinged security seal, with
2600
cam
Spring loaded locking bolt, vinyl insert
2800
Neoprene sponge
2900 One
Solid
neoprene
piece
stile
3020
Neoprene
3110
Flush
"Z" shaped, aluminum
strip,
on aluminum
strip, nail
fabric loop, nail
on aluminum
mounted aluminum
3160
1-1/8" X 1-3/4" Mortise,
3320
1
3600
9/16"
3/1 6"
Spring bronze
3620
X
strips
extrusion,
1/2"
1
x
Carp
1-1/4"
1-3/8"
3/4"
3300
strip
X
X
3/4"
1-3/8"
strip, noil
on type
Screw on, with retainer
3800
Flexible stainless steel housing, pile insert,
3/4"
3820 4000
1
/2"
door
door
Extruded aluminum retoiner, flush mount,
4080
Mortise, felt insert
4160
Mortise with spring,
Rigid vinyl retainer, mortise, pile insert
4600
Wool
pile filler strip,
pile insert
pile insert
4400
Two
L.F.
16
24
75
.107
6.90
4.89
11.79
15.15
75
.107
10.60
4.89
15.49
19.20
75
.107
6.80
4.89
11.69
15.05
45
.178
9.20
8.15
17.35
22.50
60
.133
8.25
6.10
14.35
18.55
4.05
4.08
8.13
10.75
1.10
6.10
7.20
10.65
90
.089
60
.133
60
.133
6.90
6.10
13
17.05
60
.133
4.10
6.10
10.20
13.95
60
.133
4.70
6.10
10.80
14.60
60
.133
4.10
6.10
10.20
13.95
60
.133
4.30
6.10
10.40
14.20
105
.076
1.85
3.49
5.34
7.45
75
.107
2.70
4.89
7.59
10.50
105
.076
7.25
3.49
10.74
13.40
3.49
11.59
14.30
:
,
protection
3140
5020
1
Screw on, "T" extrusion
2000
5010
x 2"
90
x
flat,
Vinyl bulb insert
1600
5000
3/16"
3"
plated steel,
/8" 1
steel, flat,
flat,
Nail on,
1300
3000
cadmium
piece, overlapping
aluminum backing
piece overlapping astragal, extruded
aluminum
r
:
LF.
105
.076
8.10
105
.076
2.25
3.49
5.74
7.90
8.63
11.30
90
.089
4.55
4.08
90
.089
3.40
4.08
7.48
10.05
2.70
3.49
6.19
8.35
2.70
3.49
6.19
8.35
3.35
6.10
9.45
13.15
1.85
6.10
7.95
11.50
3.65
6.10
9.75
13.45
105
.076
105
.076
60
.133
,
retainer 1
Pile insert
Carp
60
Vinyl bulb insert
LF.
.133 .
5040
Vinyl flap insert
5060
Solid
5080
Hypalon rubber
5090
Snap on
60
.133
insert
60
.133
6.55
6.10
12.65
16.65
flap insert
60
.133
6.65
6.10
12.75
16.75
60
.133
9.45
6.10
15.55
19.85
neoprene flap
cover, pile insert .
304
L_J
r
;
08 71 Door Hardware 08 71 21 - Astragals 08
71
1
21.10 Exterior Mouldings, Astragals
5400
Magnetic aluminum, surface mounted
5500
Interlocking
5600
Adjustable aluminum,
Crew 1
aluminum, 5/8" x 1" neoprene bulb
9/1 6" x 21/32",
Carp
insert
pile insert
Daily
Labor-
Output
Hours
Unit
60
.133
LF.
45
.178
5.70
8.15
13.85
18.85
45
.178
17.55
8.15
25.70
32
.75
.83
23
8.15
31.15
37.50
4.35
8.15
12.50
17.40
2014 Bare Material
23
For vinyl bulb, deduct
5790
5800
Magnetic, adjustable,
Two
6000
piece
stile
21/32"
x
6100
Vinyl fabric loop, slotted
34.50
Carp
45
.178
aluminum
strips
1
Carp
45
.178
45
.178
6.55
8.15
14.70
19.80
45
.178
5.85
8.15
14
19.05
45
.178
2.20
8.15
10.35
15
45
.178
6.20
8.15
14.35
19.40
extrusion
extrusion, 1"
aluminum
gap
1-1/4" gap
6300
29.10
1
strips
M /2" gap, screw on aluminum
6240
O&P
IncI
protection
Screw on aluminum
6040
Total
.75
9/16"
Cloth backed rubber loop, 1" gap, nail on
6010
6.10
Total
Costs
Equipment
Labor
L.F.
08 71 25 " Weatherstripping 08 71 25.10 Mechanical Seals, Weatherstripping MECHANICAL SEALS, WEATHERSTRIPPING
0010 1000
Doors,
wood frame,
1100
interlocking, for 3' x 7' door, zinc
1
Carp
Bronze 6' X 7' opening, zinc
1300 1400
Bronze
Wood
1700
2.667
44
122
166
238
2.667
56
122
,178
251
2
4
54
183
237
345
2
4
65
183
248
355
7.60
1.053
7
1.143
3
2.667
Opng.
-
frame, spring type, bronze
1800
3' X
1900
6' X
2200
3
3
V V
door
1
Carp
Opng.
23
48.50
71.50
100
29.50
52.50
82
114
/f
door
Metal frame, spring type, bronze
V X T
3' X
2300
6'
2400
door
1
door
Metal frame, extruded sections, 3' x 7' door, aluminum
1
Carp
Bronze 6' X
3200
V
door,
aluminum
Bronze
3500
168.50
240
199
283
122
150
220
46.50
122
2.50
3.200
52
147
3
2.667
^
133%
For stainless steel, spring type, odd
2700
3100
Opng. /t
2500
2800
Carp
Opng.
28
3
2.667
82
122
204
279
1.50
5.333
35
245
280
415
1.50
5.333
137
245
382
525
25
.320
25
.320
14
.571
14
.571
14
.571
14
.571
Threshold weatherstripping
3650
Door sweep, flush mounted, aluminum
3700
1
Carp
Vinyl
2
5000
Garage door bottom weotherstrip,
5010
1
'
aluminum,
clear
Bronze
5050
Bottom protection. Rubber
5100
Threshold
'I
Eo.
r
14.65
33.65
43.50
18
14.65
32.65
42.50
25
26
51
68
90
26
116
140
37
26
63
81
72
26
98
120
19
i
EQ
74 Access Control Hardware
m
08 74 13 " Card Key Access Control Hardware 08 74 13.50 Card Key Access 0010
CARD KEY ACCESS
0020
Computerized system
0030
Does not inculde door hardware, lockset or wiring
,
processor, proximity reader
0040
Cord key system for
0060 0080
and cords
door
1,175
1,175
1,300
Cord key system for 2 doors
2,125
2,125
2,350
Cord key system for 4 doors
2,650
2,650
2,900
850
850
935
190
190
209
190
190
209
125
125
138
1
0100
Processor for cord key access system
0160
Magnetic lock
for electric access,
600 Pound
0170
Magnetic lock
for electric access,
1
0200
Proximity cord reader
Eo.
holding force
200 Pound
holding force
305
•
:n
‘
-
•
08 74 Access Control Hardware
"i^
*
^
..M
08 7419 - Biometric Identity Access Control Hardware 08 74 19.50 Biometric Identity Access
Crew
Daily
Labor-
Output
Hours
2014 Bare
MaterioL
Unit
Labor
Total
Costs
Equipment
Total i1
0010 0220
InclO&P
BIOMETRIC IDENTITY ACCESS Hand geometry scanner,
0230
mem
Meniory upgrade
0240
Prison type,
0260
memory
of
Memory upgrade
users, excl striker/power
adds 9,700 user
for,
Adds 32,500 user
0250
512
of
Elec
profiles
profiles
256
users, excl striker,
adds 3,300 user
for,
1
power
profiles
3
2.667
8
1
300
53.50
8
1
600
53.50
3
2.667
8
1
8
1
2,100
Eo.
2,600 i
142
142
2,242
353.50 653.50 2,742
2,525
410
:
740 3,075
250
53.50
303.50
355
460
53.50
513.50
585
663.50
750
. ‘
0270
Adds 9,700 user
0280
Adds 27,900 user
0290 0300
All
Faciol
0310
weather,
&
mem
of
512
profiles
profiles
users, excl striker/power
fingerprint scanner, combination unit, excl striker/power
Access
for, for initial
setup, excl striker/power
'I
k
610
53.50
8
1
3
2.667
3,900
142
4,042
4,525
3
2.667
4,300
142
4,442
4,950
3
2.667
1,100
142
1^
.
] f!
i
08 75 Window Hardware 08 75 30 - Weatherstripping 08 75 30.10 Mechanical Weather Seals 0010
MECHANICAL WEATHER SEALS,
0020
Zinc
0100
Bronze
0500
Window, double hung, 3' X 5'
ICarp
As above but heavy duty, zinc
7.20
1.111
Opng.
20
51
71
101
7.20
1.111
,
39
51
90
122
4.60
1.739.
20
79.50
99.50
145
4.60
1.739
70
79.50
149.50
200
.
j
0600
Bronze
r ^
j
08 79 Hardware Accessories
I
08 7913 - Key Storage Equipment 08 79 13.10 Key Cabinets 0010
KEY CABINETS
0020
Wall mounted,
0200
Drawer type, 600 key capacity
0300 0400
60 key
2,400 key Tray type,
0500
copacity
1
Carp
20
.400
113
18.35
131.35
154
1
Clab
15
.533
800
19.55
819.55
910
20
.400
4,200
14.65
4,214.65
4,650
50
.160
5.85
68.35
78
40
.200
7.35
109.35
123
32
.250
11.70
11.45
23.15
30.50
8.55
30.50
39.05
56.50
capacity
20 key capacity
50 key
capacity
Ea.
62.50
102
08 79 20 - Door Accessories 08 79 20.10 Door Hardware Accessories 0010
0140
DOOR HARDWARE ACCESSORIES Door
bolt, surface,
4"
1
Carp
0160
Door latch
0200
Sliding closet door
0220 0240 0260 0280 0600 0620 2240
4000
306
Track and hanger, single
1
Carp
Double
Ea. f
rf
12
.667
10
.800
8
1
Ea.
56
36.50
80
46
92.50
126
118 159
48
.167
30
7.65
37.65
45
48
.167
40
7.65
47.65
56
Deadbolt and lock cover plate, brass or stainless steel
30
.267
28
12.25
40.25
50
Hole cover plate, brass or chrome
35
.229
8
10.50
18.50
25
9
.889
170
18
.444
10
Door guide, single Double
Mortise lockset, possage, lever handle Security chain, standard
J
r
41
20.50
211
30.50
250 42.50
0
81 Glass Glazing 08 81 10 - Float Glass 08 81 10.10 Various Types and Thickness of Float Glass 0010 VARIOUS TYPES AND THICKNESS OF FLOAT GLASS R088 0020
3/1 6"
Plain
0200
Tempered,
0300
Tinted
0600
1
/4"
1 1
0
Daily
Labor-
Crew
Output
Hours
Unit
2 GIaz
130
.123
S.F.
130
2014 Bare Material
Labor
Total
Casts
Equipment
Total
O&P
IncI
1
clear
thick, clear, plain
4.93
5.40
10.33
13.65
.123
6.85
5.40
12.25
15.80
130
.123
7.80
5.40
13.20
16.85
120
.133
5.75
5.85
11.60
15.30
0700
Tinted
120
.133
9.10
5.85
14.95
18.95
0800
Tempered, clear
120
.133
8.70
5.85
14.55
18.50
0900
Tinted
120
.133
10.70
5.85
16.55
21
75
.213
10.05
9.40
19.45
25.50
1600
3/8"
thick, clear, plain
1700
Tinted
75
.213
15.70
9.40
25.10
31.50
1800
Tempered, clear
75
.213
16.40
9.40
25.80
32.50
Tinted
75
.213
18.55
55
.291
17
1900
2200
/2" 1
thick, clear, plain
9.40
27.95
35
12.80
29.80
38
2300
Tinted
55
.291
27.50
12.80
40.30
49.50
2400
Tempered, clear
55
.291
24.50
12.80
37.30
46
Tinted
55
.291
25.50
12.80
38.30
47.50
45
.356
27.50
15.65
43.15
54
45
.356
31.50
15.65
47.15
58.50
2500
2800
5/8"
2900 3200
thick, clear, plain
Tempered, clear
3/4"
3300
thick, clear, plain
Tempered, clear
3600
1"
8900
For low emissivity coating for
thick, clear, plain
3/1 6" &
1
/
4"
only,
add
to
35
.457
35.50
20
55.50
69.50
35
.457
41
20
61
76
30
.533
59
23.50
82.50
100
18%
above
08 81 13 - Decorative Glass Glazing 08 81 13.10 Beveled Glass 0010
BEVELED GLASS,
0020
Minimum
0050
Average
0100
Maximum
0102
Maximum,
with design patterns
150
.107
4.70
65.20
125
.128
133
5.65
138.65
155
100
.160
233
7.05
240.05
268
GIaz
40
.200
L. F.
585
8.80
593.80
655
2 GIaz
95
.168
S.F.
48.50
7.40
55.90
75
.213
83
9.40
92.40
160
.100
11
4.41
15.41
18.80
130
.123
12.15
5.40
17.55
21.50
2 GIaz
per IF. for
30"
cabinet
1
S.F.
60.50
73.50
08 81 13.20 Faceted Glass 0010
FACETED GLASS,
0020
Minimum
0100
Maximum
Color tinted
3/4"
thick
64.50
106
08 81 13.30 Sandblasted Glass 001 0
sandblasted glass,
0020
1/8"
0100
3/1 6"
float glass
2 GIaz
thick thick
S.F.
0500
1/4"
thick
120
.133
12.65
5.85
18.50
23
0600
3/8"
thick
75
.213
13.60
9.40
23
29.50
30
.533
08 81 13.40 Glass Column Covers 0010
GLASS COLUMN COVERS
0020
Tempered glass column
dia.,
up to
1
2' high
2 GIaz
up to 20' high
08 81 17 08 81 17.10
0020
24"
ft
0040
0010
cover,
Fire
Fire Glass
82
23.50
105.50
126
120
29.50
149.50
177
30
17.60
47.60
60
ft
24
.667
40
.400
Glass
Fire Resistant
FIRE RESISTANT
V.L.F.
Glass
GLASS
Minimum
2 GIaz
S.F.
0030
Mid Range
40
.400
70
17.60
87.60
104
0050
High End
40
.400
310
17.60
327.60
365
307
08 81 Glass Glazing
1
08 81 20 - Vision Panels 08 81 20.10
^
Vision
Full
Crew
Daily
Labor-
Output
Hours
2014 Bore Unit
Materiol
Labor
Total
Costs
Equipment
Total
IncI
O&P :||
0010
FULL VISION, window
0020
Up
0100
10'
3/4"
system with
gloss mullions
10' high
to
20'
to
H-2
high,
01 50
Averoge
0200
Maximum
minimum
130
.185
no
.218
67
100
.240
72
10
82
80
.300
81
12.45
93.45
S.F.
62.50
•
7.70
70.20
81
9.05
76.05
87.50
95
^
108
3
08 81 25 - Glazing Variables 08 81 25.10 Applications of Glazing 0010
APPLICATIONS OF GLAZING
R088110 10
0500
For high rise glazing, exterior, add per S.F. per story
0600
For glass replacement, add
0700
For gasket settings, add
S.F.
.46 p
0900
For sloped glazing, add
2000
Fabrication, polished edges,
2100
1/2"
2500
Mitered edges,
2600
1/2"
L.F.
5.75
6.35
.55
.55
.61
1.30
1.30
1.43
1.30
1.30
143
2.15
2.15
2.37
26%
Inch
thick
thick
1/4"
5.75
S.F.
/4" 1
h
100%
«
thick
thick
08 81 30 - Insulating Glass 08 81 30.10 Reduce Heat Transfer Glass 0010
REDUCE HEAT TRANSFER GLASS
0015
2
lites
1
/8"
float,
0020
Clear
0100
Tinted
0200
2
lites
3/1
0300
6"
1
/2"
1
5
S.F.
1" thk,
float, for
dbl. glazed,
0500
® ® ® ®
2 GIaz
[G]
5/8"
thk unit,
1
5 to
30
Tinted
0400
1
/4"
float,
30-70
S.F., clear
S.F., clear
Tinted
1"
0600
thick double glazed,
1/4"
float,
0700
1/4"
float,
/4" tempered 1
0800
1/4"
wire,
1/4" tempered
/4"
0900
Both
lites,
2000
Both
lites, light
2500
R0881 10 10
thk under
Heat
reflective,
2600
1
filrri
1/4"
wire
wire
&
heat reflective
inside,
1
" thick unit, clear
Tinted
3000
Film on weatherside, clear,
3100
5/8"
3200
1" thick
1
/2"
thick unit
thick unit unit
®
95
.168
9.95
7.40
17.35
22.50
95
.168
13.80
7.40
21.20
26.50
90
.178
13.70
7.85
21.55
27
90
.178
13.75
7.85
21.60
27
75
.213
16.60
9.40
26
32.50
75
.213
23.50
9.40
32.90
40.50
75
.213
23
9.40
32.40
40
9.40
39.90
48
S.F.
75
.213
30.50
75
.213
29
9.40
38.40
46.50
46.40
55.50
47
75
.213
37
9.40
85
.188
31.50
8.30
39.80
85
.188
27.50
8.30
35.80
43
85
.188
28.50
8.30
36.80
44
95
.168
19.60
7.40
27
33
90
.178
19.90
7.85
27.75
34
85
.188
27
8.30
35.30
42.50
140
.114
11.60
5.05
16.65
20.50
5.65
19.35
23.50
^
08 81 35 - Translucent Glass 08 81 35.10 Obscure Glass 0010 0020
0100 0300 0400
OBSCURE GLASS 1
/8"
thick.
Minimum
2 GIaz
Maximum 7/32"
thick,
minimum
Maximum
'
S.F.
125
.128
13.70
120
.133
12.70
5.85
18.55
23
105
.152
15.95
6.70
22.65
28
140
.114
9.30
5.05
14.35
17.90
21.45
26
tr
08 81 35.20 Patterned Glass 0010 0020 0100 0300 0400
308
PATTERNED GLASS, /8" 1
thick.
colored
Minimum
.
2 GIaz
Maximum 7/32"
thick,
minimum
Maximum
1
S.F.
125
.128
15.80
5.65
120
.133
11.65
5.85
17.50
22
16.95
6.70
23.65
29
105
.152
i
1 ,
08 81 Glass Glazing 08 81 45 > Sheet Glass 08 81 45.10 Window Glass, Sheet 0010
WINDOW GLASS,
SHEET
Doily
Lobor-
Crew
Output
Hours
Unit
S.F.
2014 Bore Moteriol
Lobor
,
Totol
Costs
Equipment
InclO&P
Totol
gray
0020
1/8"
thick
2Gloz
160
.100
0200
1/4"
thick
"
130
.123
2 GIaz
no
.145
120
.133
5.70
4.41
10.11
12.95
7
5.40
12.40
15.95
16.50
6.40
22.90
28
15.30
5.85
21.15
26
11.90
11.90
13.10
4.25
4.25
4.68
6.95
6.95
7.65
"
08 81 50 - Spandrel Glass 08 81 50.10 Glass for Non Vision Areas 0010
GUSS FOR NON
VISION AREAS, 1/4"
1000
0020
Up
0200
1,000
0300
For custom colors, add
0500
For
to
thick standard colors
S.F.
S.
ft
2,000
to
3/8"
S.F.
Total
add
thick,
S.
1/4"
1000
For double coated,
1200
For insulation on ponels, add
2000
Panels, insulated, with
thick,
F.
add
aluminum backed
fiberglass,
1
2 GIaz
" thick
"
2"
2100
F.
tf
thick
10%
120
.133
16.85
5.85
22.70
27.50
120
.133
20
5.85
25.85
31
480
.033
3.60
1.47
5.07
6.20
480
.033
5.80
1.47
7.27
8.65
08 81 55 - Window Glass 08 81 55.10 Sheet Glass 0010
SHEET GLASS (window), /8"
0015
1
0500
3/1 6"
clear float, stops, putty
bed 2 GIaz
thick, clear float
thick, clear
S.F.
0600
Tinted
480
.033
7.45
1.47
8.92
10.45
0700
Tempered
480
.033
9.20
1.47
10.67
12.35
135
.119
23.50
5.20
28.70
33.50
135
.119
27.50
5.20
32.70
38
135
.119
40.50
5.20
45.70
52.50
125
.128
9.50
5.65
15.15
19.05
160
.100
9.25
4.41
13.66
16.90
160
.100
8.55
4.41
12.96
16.10
160
.100
5.65
4.41
10.06
12.90
150
.107
6.95
4.70
11.65
14.80
195
.082
2.22
3.61
5.83
7.95
195
.082
5.80
3.61
9.41
11.90
125
.128
18.95
5.65
24.60
29.50
160
.100
13.30
4.41
17.71
21.50
115
.139
16.95
6.15
23.10
28
13.70
6.15
19.85
24.50
08 81 65 - Wire Glass 08 81 65.10 Glass Reinforced With Wire 0010
GLASS REINFORCED WITH WIRE
0012
1/4"
1000
Polished wire,
1500
thick rough obscure
1/4"
thick,
2 GIaz
diamond,
clear
Pinstripe, obscure
S.F.
[j2 83 Mirrors 08 83 13 - Mirrored Glass Glazing 08 83 13.10 Mirrors 0010
MIRRORS,
No frames,
0100
Up
0200
Over 5
0500 1000
to
Door type,
1
1600
2" X
1
/4"
plate glass, polished
edge 2 GIaz
S.F.
1/4"
3/1 6"
1500
1
5 S.F.
Float glass, up to
1100
wall type,
1
0
plate glass, S.F.,
/8" 1
up
to
1
2
S.F.
thick
thick
2" wall
tiles,
square edge, clear
Veined
2000
iy4"
2010
thick, stock sizes,
one way transparent
Bathroom, unframed, laminoted
S
F.
08 83 13.15 Reflective Glass 0010 0100 0500
REFLECTIVE GLASS 1
1
/ 4" float with /
4"
fused metallic oxide fixed
float glass with reflective opplied coating
® ©
2 GIaz
S.F. r
115
.139
309
C
84
1
W:
Plastic Glazing
,
*
08 84 10 - Plexiglass Glazing Daily
Labor-
Crew
Output
Hours
Unit
2 GIaz
170
.094
S.F.
195
08 84 10.10 Plexiglass Acrylic 0010 0020
PLEXIGLASS ACRYLIC, 1
/8"
Full
1
/4"
0600 0900
3/8"
1000 1300
1
/2"
1400 1700
3/4"
1800
2100 2200 3000
1"
Colored,
3200 3500
4200
8.61
11
165
.097
14
4.27
18.27
22
185
.086
9
3.81
12.81
15.70
155
.103
20
4.55
24.55
29
180
.089
15
3.92
18.92
22.50
135
.119
28
5.20
33.20
39
150
.107
20
4.70
24.70
29
115
.139
69
6.15
75.15
85.50
130
.123.
40
5.40
45.40
52.50
105
.152
77.50
6.70
84.20
95.50
125
.128
48
5.65
53.65
61.50
170
.094
18
4.15
22.15
26
195
.082
11
3.61
14.61
17.60
165
.097
20
4.27
24.27
28.50
185
.086
14
3.81
17.81
21
185
.086
12
3.81
15.81
19
1r
180
.089
16
3.92
19.92
23.50
2 GIaz
170
.094
14
4.15
18.15
21.50
165
.097
16
4.27
20.27
24
17
4.55
21.55
25.50
4.70
30.70
35.50
sheets
sheets
sheets
sheets
sheets
/8" 1 Full
1/4"
3600
4000
16.15
3.61
thick, cut sheets
Full
thick, cut sheets
sheets
thick, cut sheets
Full
sheets
Mirrors, untinted, cut sheets,
1/4"
O&P
5
thick, cut sheets
Full
Ind
.082
sheets
thick, cut sheets
Full
Totol
4.15
thick, cut sheets
Full
Total
Costs
Equipment
12
thick, cut sheets
Full
Labor
masked.
thick, cut sheets
0200 0500
clear,
2014 Bare Material
1
/8"
thick
thick
19.50
08 84 20 - Polycarbonate 08 84 20.10 Thermoplastic 0010
THERMOPLASTIC,
0020
1/8"
0500
3/1 6"
masked, cut sheets
clear,
thick thick
S.F.
1 '
1000
1/4"
thick
155
.103
1500
3/8"
thick
150
.107
180
.089
S.F.
225
.071
"
E]
i
;
i
26
j
87 Glazing Surface Films
08 87 13 - Solar Control Films 08 87 13.10 Solar Films 0010
On
SOLAR FILMS ON GLASS
2000
Minimum
2050
Maximum
Glass
(glass not included)
1
m m
2 GIaz n
i
6.80
3.92
10.72
15.30
3.13
18.43
2.70
1.05
3.75
,
08 87 23 - Safety and Security Films 08 87 23.16 Security Films 0010
SECURITY FILMS,
clear,
32000
psi tensile strength,
0100
.002"
thick, daylight installation
0150
.004"
thick, doylight installation
0200
.006"
0210
0400 0410 0500
0510 0600 0610
R0881 10-10
.025
800
.030
3.35
1.25
4.60
5.60
5.03
6.15
S.F.
700
.034
3.60
600
.040
4
1.66
5.66
6.95 7.45
thick, daylight installation
600
.040
4.45
1.66
6.11
anchorage
500
.048
4.94
2
6.94
8.50
thick, daylight installation
500
.048
5
2
7
8.55
anchorage
500
.048
5.55
2
7.55
9.15
400
.060
8.80
2.49
11.29
13.50
w
400
.060
5.55
2.49
8.04
9.90
H-3
9.75
1.70
11.45
13.30
.92
1.57
2.49
3.39
1.07
1.07
1.65
thick, daylight installation
Install for
anchorage
0900
Security film anchorage, mechanical attachment and cover plate
0950
Security film anchorage,
1000
Adhered security film removal
370
.043
1
GIaz
225
.036
1
lab
275
.029
ir LF. f
310
4.57
950
anchorage
Instoll for
.015"
H-2
thick, daylight installation
Install for
.008"
to glass
1.43
Install for
.007"
adhered
wet glaze
structural caulking
S.F.
IE
Special Function Glazing
•I;
08 88 40 - Acoustical Glass Units Daily
Labor-
Crew
Output
Hours
Unit
2 GIoz
100
.160
S.F.
08 88140.10 Sound Reduction Units 0010
SOUND REDUCTION
0020
For 1" thick
0100
For 4"
UNITS,
Hite at
3/8",
1
life
at
2014 Bore Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
3/16"
" thick
34
7.05
41.05
48
58.50
8.80
67.30
77.50
"
80
.200
90
.178
12.10
7.85
19.95
25
78
.205
22.50
9.05
31.55
38.50
65
.246
25.50
10.85
36.35
44.50
90
.178
29.50
7.85
37.35
44.50
16
1
93
44
08 88 56 - Ballistics-Resistant Glazing 08 88 56.10 Laminated Glass 0010 0020
LAMINATED GLASS Clear float .03" vinyl
0100
3/8"
0200
.06"
vinyl,
1000
5/8"
2000
Bullet-resisting,
1
2-1/4"
2500
2 GIaz
/2"
thick
thick
1-3/1 6"
Over 15
2100
1/4"
thick
thick, to
1
5 S.F.
S.F.
thick, to
15
2600
Over 15
2700
Level 2 (.357
2750
Level
S.F.
3A (.44 magnum)
2800
Level 4 (AK-47) Nil,
2850
Level5(M-16) UL
2900
Level 3 (7.62
Armor
UL 7
&
169
16
1
108
44
152
185
12
1.333
149
58.50
207.50
254
12
1.333
140
58.50
198.50
244
12
1.333
76
58.50
134.50
173
UL 3
12
1.333
81
58.50
139.50
179
8
12
1.333
112
58.50
170.50
213
12
1.333
115
58.50
173.50
217
12
1.333
136
58.50
194.50
240
38
.211
17.50
9.65
27.15
34
15
9.65
24.65
31.50
Nil
Nil,
137
and UL
S.F.
magnum).
S.F.
Piercing) Nil,
UL 4
&
5
r
08 91 Louvers 08 91 19 - Fixed Louvers 08 91 19.10 Aluminum Louvers 0010 0020
ALUMINUM LOUVERS Aluminum with
screen, residential,
8" x 8"
1
Carp
Ea.
0100
12"xl2"
38
.211
0200
12"xl8"
35
.229
19
10.50
29.50
37
0250
14"x24"
30
.267
26
12.25
38.25
47.50
0300
18"x24"
27
.296
29
13.60
42.60
53
0500
24"x30"
.333
62.50
15.30
77.80
92.50
.400
47.50
18.35
65.85
81
83.50
103
I
0700
20
Triangle, adjustable, small
0800
Large
1200
Extruded oluminum, see Section
2100
Midget, aluminum,
3/4"
23 37
1
15
.533
59
24.50
5.40
deep, 1" diameter
85
.094
2150
3" diameter
60
.133
2200
4" diameter
50
.160
2250
6" diameter
30
.267
1
Carp
.78
4.32
5.10
7.50
2.28
6.10
8.38
11.95
3.64
7.35
10.99
15.30
4.10
12.25
16.35
23.50
82
18.35
100.35
119
94
18.35
112.35
132
87.50
Ea.
08 91 26 - Door Louvers 08 91 26.10 Steel Louvers, 18 Gauge, Fixed Blade 0010 0050
STEEL LOUVERS, 18 GAUGE, FIXED BLADE 20
.400
18"xl2"
20
.400
0060
18"xl8"
20
.400
18.35
105.85
125
0065
24"xl2"
20
.400
113
18.35
131.35
153
0070
24"xl8"
20
.400
126
18.35
144.35
168
0075
24"
20
.400
150
18.35
168.35
194
20
.400
65
18.35
83.35
100
1
0055
0100
2"-x
1
2", with
24" 1
2" X
1
X
enamel
2", galvanized
or
powder coat
1
Carp
Ea.
0105
18"xl2"
20
.400
76.50
18.35
94.85
113
0115
24"xl2"
20
.400
89.50
18.35
107.85
127
0125
24"
20
.400
18.35
145.35
168
24"
X
127
311
S
95 Vents 08 95 13 -
2330 2340 2400 2500
^
1 .M
-as./. 6:
Vents
Soffit
08 95 13.10 Wall Louvers 0010
^'.¥"111*
Doily
Labor-
Crew
Output
Hours
Karp
200
.040
2014 Bore Unit
Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
WALL LOUVERS Soffit vent, continuous,
Baked enamel
3" wide, aluminum,
mill finish
finish
Under eaves vent, aluminum,
mill finish,
1
6" x 4"
200
.040
48
.167
48
.167
16
.500
16
.500
16 16
.62
IF.
^
1.83
2.45
3.51
ff
Ea.
.68
1.83
2.51
3.58
1.90
7.65
9.55
13.90
2.18
7.65
9.83
14.20
ff
16"x8"
08 95 16 - Wall Vents 08 95 16.10 Louvers 0010
0020 0100 0200 0300 7000
LOUVERS Redwaad, 2'-0" diameter,
full circle
Half circle
Octaganal Triangular,
5/1 2
Vinyl gable vent,
8"
x
pitch,
8"
5'-0" at base
1
Carp
190
23
213
245
190
23
213
245
.500
142
23
165
192
.500
200
23
223
256
38
.211
14
Ea.
9.65
23.65
30.50
7020
12"xl2"
38
.211
27
9.65
36.65
44.50
7080
12"xl8"
35
.229
35
10.50
45.50
54.50
7200
18"x24"
30
.267
45
12.25
57.25
68.50
312
•
General •
Room
A
Finish Schedule:
complete set of plans should contain a If
one
is
room
finish schedule.
not available,
it
would
be well worth the time and effort to
is
is
5%
measured by the
•
An
Wood strip,
flooring
is
parquet, or block
accessory miter or stop.
types are set in adhesives with
Plaster is also estimated
latter
The
square yard. Deductions for
square foot.
openings vary by preference,
will influence labor costs
50%
of
openings over 2 feet in
width.
two
quantities estimated by the
by the
Acoustical systems several categories.
The
takeoff
5%
allowance for waste.
applicable,
when
estimating
09 90 00 Painting and Coating • A major portion of the work
preparation. Be sure to include
the material and labor for
masking costs
make
•
Protection of adjacent surfaces
each linear foot of horizontal
allowances for sanding and
costs.
interior or exterior angle
finishing these areas unless the
method
located below the ceiling level.
flooring
important factor
prefinished.
and
in the estimate.
estimator must
is
in
painting involves surface
and
the
if
these systems.
laying pattern
floors,
Do
not forget about scaffolding,
cleaning, sanding, filling,
wood
by
the square foot of area with a
allow one extra square foot for
is
not included in painting
When
considering the
of paint application, is
the
an
amount
radius work.
the square yard. Roll widths
Drywall accessories, studs, track, and acoustical caulking are all measured by the linear foot. Drywall taping is figured by the square foot. Gypsum
vary, so consideration should be
and masking These must be estimated separately and may
given to use the most
be the determining factor in
economical width, as waste
choosing the method of
must be
application.
Also, double the areas of small
wallboard
is
square foot.
door or
32
S.F.
•
No
measured by
is
figured into the total
installation
methods
down
direct glue
material
made
Sheet flooring
of protection
required.
quantity. Consider also the
estimated by the
deductions should be
available,
or stretched.
Reference Numbers Reference numbers are
window openings under
09 70 00 Wall Finishes •
Wall coverings are estimated by covered
is
The
area to be
measured, length by
height of wall above baseboards, to calculate the
square footage of each wall.
This figure
number
is
divided by the
of square feet in the
single roll
which
is
being
shaded boxes
of this publication may be reproduced, stored in a retrieval system, or transmitted in any form by any means without prior written permission of RSMeans, a division of Reed Construction Data.
at the
in
beginning of
some major classifications. These numbers refer to related items in the Reference Section. The reference information
may
be
an estimating procedure, an alternate pricing method, or
technical information.
Note: Not
all
subdivisions listed
here necessarily appear in this publication.
No part
shown
for
the square foot.
or
into
fall
material waste. In addition to
laying
The estimator should
waste.
of these materials should be
configuration.
all
•
available in
The
required allow
09 80 00 Acoustic Treatment
In
should be allowed for each
from zero deduction to
•
•
extra foot
is
25% -30%
embedded decorative strips, grounds, machine rubbing, and power cleanup.
waste. Furring, channels, and
linear foot.
match
set
30% more set.
the areas
such as doors and windows. Where a pattern
include the linear footage of
allowance for
accessories are
Mud
full,
of openings
terrazzo work, be sure to
estimated by the square
yard plus a
approximately
expensive than thin
Gypsum Board Lath
and terrazzo areas are taken off on a square foot basis. Trim and base materials are measured by the linear foot. Accent tiles are listed per each. Two basic methods of Tile
installation are used.
obtain one.
09 20 00 Plaster and •
used. Deduct, in
09 60 00 Flooring
Estimating Tips
EE
01 Maintenance of Finishes
09 01 60 - Maintenance of Flooring 09 01 60.10 Carpet Maintenance 0010
Daily
Labor-
Crew
Output
Hours
Unit
IClab
3000
.003
S.F.
2000
.004
960
.008
480
.017
48
.167
24
.333
.04
15.30
15.34
23.50
12
.667
.04
30.50
30.54
47
2014 Bare Material
Labor
I
Total
Costs
Equipment
Totol
IncI
O&P
CARPET MAINTENANCE
1 4
i
0020
Steam
minimum
clean, per cleaning,
' "
Maximum
0500
.05
.10
.07
.15
.
.38
.38
.15!
.
:
21
"
22
^
.31^
09 01 70 - Maintenance of Wail Finishes 09 01 70.10 Gypsum Wallboard Repairs 001 0
GYPSUM WALLBOARD REPAIRS
0100
Fill
Screw head pops
0120
Dents, up to 2" square
2"
0130 0140
Karp
and sand, pin/nail holes
0110
to
4" square
Cut square, patch, sand and
finish, holes,
up to 2" square
Fa.
•
.01
.59
.76
.76
1.18
7.65
7.66
11.80
0150
2"
to
4" square
11
.727
.09
33.50
33.59
51.50
0160
4"
to
8" square
10
.800
.24
36.50
36.74
57
0170
8"
71.50
0180
12"
0210
2" square
8
1
.47
46
46.47
32" square
6
1.333
1.55
61
62.55
96
16"hy48"
5
1.600
2.61
73.50
76.11
116
0220
32" hy 48"
4
2
4.12
0230
48" square
3.50
2.286
5.80
105
0240
60" square
9.35
115
to
1
to
0500
Skim coat surface with
0510
Prepore, retape and refinish joints
joint
compound r
91.50
95.62
147
110.80
168
124.35
187
3.20
2.500
, r
1600
.005
S.F.
.03
.23
.26
.39
60
.133
IF.
.67
6.10
6.77
10.20
800
.020
S.F.
.73
.73
1.13
09 05 05 - Selective Finishes Demolition 09 05 05.10 Selective Demolition, Ceilings 0010 0200
SELECTIVE DEMOLITION, CEILINGS and nailed
Ceiling, drywall, furred
0220
On metal frame
0240
On suspension system,
1000
760
.021
.77
.77
1.19
720
.022
.81
.81
1.26
on wood
lath, inch lath
700
.023
.84
.84
1.29
570
.028
1.03
1.03
1.59
720
.022
.81
.81
1.26
500
.032
1.17
1.17
1.81
2' x 2' or 2' x 4'
1500
.011
.39
.39
.60
system
1200
.013
.49
.49
.75
900
.018
.65
.65
1.01
1500
.011
.39
.39
.60
760
.021
.77
.77
1.19
1000
.016
.59
.59
.90
1100
.015
.53
.53
.82
1200
.013
.49
.49
.75
475
.034
1.23
1.23
1.90
2000
.008
.29
.29
.45
.002
.07
.07
.11
.002
.07
.07
.10
5000
.003
.12
.12
.18
Permonent adhesive
1850
.009
.32
.32
.49
Composition, acrylic or epoxy
400
.040
1.47
1.47
2.26
Plaster, lime
and horse
On metal
hair,
lath
Gypsum, on gypsum
1120
On metal Suspended
1250
lath
lath
ceiling,
mineral
On suspension system, Tile,
wood
fiber,
1
2" x
1
fiber,
inch
2", glued
1540
Stapled
1580
On suspension system,
2000
Wood, tongue and groove, 1"
x
inch system
4"
l"x8"
2040 2400
2Clab
system
1100
1500
R024119 10
screwed
including
1020
1200
or
Plywood
or
wood
fiberboard, 4' x 8' sheets
i'
09 05 05.20 Selective Demol ition ^ Flooring 0010
SELECTIVE DEMOLITION, FLOORING
0200
Brick with mortar
0400
Carpet, bonded, including surface scraping
R024119 10 2Clab
0440
Scrim applied
8000
0480
Tockless
9000
0550 0560 0600
314
Carpet
tile,
releasable adhesive
r
^
S.F.
f
0
Common Work Results for Finishes
f09 05 '
.
09 05 05 - Selective Finishes Demolition Daily
Labor-
09 05 05.20 Selective Demolition, Flooring
Crew
Output
Hours
Unit
0700
Concrete, scarify skin
A-IA
225
.036
S.F.
0800
Resilient,
2Clab
1400
.011
.42
.42
.65
900
.018
.65
.65
1.01
1000
.008
L.F.
.29
.29
.45
1000
.008
Ea.
.29
.29
.45
1000
.016
S.E.
.59
.59
.90
sheet goods
0820
floors
0850
Vinyl or rubber cove base
0860
Vinyl or rubber cove base,
Vinyl composition
2000
Tile,
2.63
O&P 3.65
tile,
1
2" x
50%
2"
2Clab
1
675
.024
.87
.87
1.34
625
.026
.94
.94
1.45
Marble, slate, thin set
675
.024
.87
.87
1.34
625
.026
.94
.94
1.45
450
.036
1.30
1.30
2.01
425
.038
1.38
1.38
2.13
300
.053
1.95
1.95
3.02
400
.020
.92
.92
1.42
450
.018
.82
.82
1.26
325
.025
1.13
1.13
1.74
220
.036
1.67
1.67
2.57
325
.025
1.13
1.13
1.74
Mud
set
Terrazzo, thin set
2620
Mud
2640
Terrazzo, cast
3000
Waod,
set in
block, on
place
end
1
3200
Parquet
3400
Strip flooring, interior, 2-1
3500 3800
.95
IncI
set
Mud
2220 2600
1.68
Total
r
ceramic, thin set
2020 2200
IClab molded corner
For glued and caulked installation, odd to labor
0870
0900
Total
Costs
Equipment
Labor
t
gym
For
2014 Bare Materiol
/4"
Exterior, porch flooring,
x
25/32"
Carp
thick
l"x4"
and groove, 1" x 6"
Subfloor, tongue
3820
l"x8"
430
.019
.85
.85
1.32
3840
l"xl0"
520
.015
.71
.71
1.09
4000
Plywood, nailed
4100
Glued and nailed
4200 8000
Hardboard,
Remove
Maximum
8150
Mastic only
/4"
bead
flooring,
8100
1
thick
blast,
r
minimum
A- lA
1r
600
.013
.61
.61
.94
400
.020
.92
.92
1.42
760
.011
.48
.48
.75
1000
.008
.38
.21
.59
.83
400
.020
.95
.54
1.49
2.06
1500
.005
.25
.14
.39
.55
120
.400
15.50
1.95
17.45
26
160
.300
11.60
1.46
13.06
19.45
6.75
1.06
7.81
11.55
1.29
.20
1.49
2.21
1r
09 05 0530 Selective Demolition^ Walls and Partitions 0010 0020
0100
Brick,
4"
0200
Concrete block, 4" thick
8"
to
1
2"
1010
.182 .035
1050
.038
1.41
.22
1.63
2.42
-
3200
.013
.46
.07
.53
.79
1
Clab
1000
.008
.29
.29
.45
400
.020
.73
.73
1.13
900
.009
.33
.33
.50
2 layers
Glued and nailed
1568
Plenum
2000
Movable
900
.009
.33
.33
.50
800
.010
.37
.37
.57
sheet lead
300
.027
.98
.98
1.51
300
.027
.98
.98
1.51
400
.020
.73
.73
1.13
barrier,
walls, metal, 5' high
8' high
2020 Metal or
S.F.
Glued and nailed
Eiberboard, nailed
1520
wood
1r
520
.046
1.72
1.72
2.66
260
.092
3.45
3.45
5.30
Plasterboard (drywall)
520
.046
1.72
1.72
2.66
Plywood
450
.053
1.99
1.99
3.07
475
.017
.62
.62
.95
400
.020
.73
.73
1.13
335
.024
.88
.88
1.35
410
.020
.72
.72
1.10
300
.027
.98
.98
1.51
studs, finish 2 sides, fiberboard
2250
Lath and plaster
2300 2350 2800
Paneling, 4' x 8' sheets
3000
Plaster, lime
3420
220
1" thick over mesh
Drywall, nailed or screwed
3400
C.F.
1150
thick
1000
3020
B-39
B-9
Exterior stucco
2200
91
thick
0300
1500
1
A
Plain
1020
rq241
Walls, concrete, reinforced
0025
0280
AND PARTITIONS
SELECTIVE DEMOLITION, WALLS
Gypsum
1
and horsehoir, on wood
On metol
loth
loth
or perlite,
On metal
lath
on gypsum
B
lath
1
Clab
, f
315
09 05 Common Work Results
for Finishes
09 05 05 - Selective Finishes Demolition j
09 05 05.30 Selective Demolition, Walls and Partitions 3450
Ploster, interior
3500
Stucco, on
gypsum,
cement
acoustic, or
Crew 1
Clab
masonry
Daily
Labor-
Output
Hours
Unit
60
.133
s.Y.
145
.055
2014 Bare Material ;
Total
Costs
Equipment
Labor
Total
IncI
O&P
4.89
4.89
7.55
2.02
2.02
3.12
'
3510
Commercial 3-coat
80
.100
3520
Interior stucco
25
.320
3600
Plywood, one side
1500
.016
175
.137
300
.027
250
.032
3750
Terra cotta block
3760
Tile,
6"
plaster, to
Mud
1
1
Clab
set
marble
Toilet partitions, slate or
r
s
3.67
3.67
5.65
11.75
11.75
18.10
i
M
.60
.60
.92
5.10
5.10
7.90
.98
.98
1.51
1.17
1.17
1.81
I
t
thick
ceramic, on walls, thin set
3765
3800
and
B
j
5
1.600
8
1
Ea.
58.50
58.50
90.50
36.50
36.50
56.50
• f
3820 5000
Metal or Wallcovering, vinyl
5010 5025
plastic
1
Pape
With release agent Wallpaper, 2 layers or
by hand
less,
5035
3 layers or more
5040
Designer
r
'1
700
.011
.45
.45
.68
1500
.005
.21
.21
.32
250
.032
1.27
1.27
1.92
165
.048
1.93
1.93
2.90
480
.017
.66
.66
S.F.
:
r
1
Gypsum Board Assemblies
21 Plaster and
09 21 13 - Plaster Assemblies 09 21 13.10 Plaster Partition Wall 0010 0400
PLASTER PARTITION WALL Stud walls, 3.4
metal
lb.
2" X 4" wood
0600
/2"
0700
2-1
0800
3-5/8" metal
0900
Gypsum
lath,
/2"
3 coat gypsum 1
25
studs,
plaster,
2 sides
6" O.C.
metal studs, 25 ga., go.,
315
.152
12" O.C.
325
.148
16" O.C.
1
320
.150
J-2
J-2
6.10
.46
9.88
13.30
3.08
5.95
.44
9.47
12.80
T
3.10
6
.45
9.55
12.95
S.F.
3.70
5.45
.40
9.55
12.65
S.F.
3.32
2 coat vermiculite plaster, 2 sides
2" X 4" wood
1000
lath,
studs,
1200
2-1
1300
3-5/8" metal
studs,
1
6" O.C.
metal studs, 25 ga.,
25
studs,
go.,
355
.135
1
2" O.C.
365
.132
3.28
5.30
.39
8.97
11.95
1
6" O.C.
360
.133
3.37
5.35
.40
9.12
12.20
T
09 21 16 - Gypsum Board Assemblies 09 21 16.23 Gypsum Board Shaft Wall Assemblies 0010
GYPSUM BOARD SHAFT WALL ASSEMBLIES
0020
Cavity type on
0030
1" thick coreboard wall
0040
25
&
ga. J-tmck liner
C-H studs,
O.C.
1
on shaft side
2-hour assembly with double layer
5/8"
0060 0100
fire
rated
3-hour assembly with
5/8"
0300
fire
gypsum board on room
and 3/4"
0600
0700
galv.
gypsum board on room
5/8"
metal furring
Double layer
&
side
2 Carp
220
.073
S.F.
2.02
3.33
5.35
7.35
side
2 Carp
180
.089
S.F.
1.70
4.08
5.78
8.15
S.F.
1.59
6.65
8.24
12.05
.05
.35
.40
.59
.24
.24
.37
.12
.12
.19
1.12
U1
3.49
4.88
1.06
2.10
3.16
4.40
1.20
2.22
3.42
4.75
triple layer
rated
4-hour assembly, 1" coreboard,
0400
5/8"
fire
0900
For taping
1000
For insulation, see Section
5200
24"
finishing,
rated
fire
gypsum board
channels, 24"
rated
O.C., with
gypsum board on room
add per side
side
no
.145
Carp
1050
.008
2 Carp
3060
.005
2 Carp 1
07 21
For work over 8' high, add
ft
5300
"
For distribution cost over 3 stories high, add per story
S.F "
6100
.003
310
.052
09 21 16.33 Partition Wall 0010 0050 0500 1000 1200
316
PARTITION WALL 1
/2",
interior,
Installed
Stud wall, 8' to 12' high
gypsum board,
std,
tape
&
Metol studs, NLB, 25 go.,
6" wide
1
6"
2 sides
finish
on and ind, 2" x 4" wood studs, O.C.,
1
6" O.C.
2 Carp
3-5/8" wide
1
350
.046
330
.048
S.F
1
Gypsum Board Assemblies
21 Plaster and
09 21 16 ~ Gypsum Board Assemblies 09 21 16.33 Partition Wall Water
1400
resistant,
on 2" x 4" wood studs,
6" O.C.
1
Daily
Labor-
Crew
Output
Hours
Unit
2 Carp
310
.052
S.F.
350
Metal studs, NLB, 25 go., 16" O.C., 3-5/8" wide
1600
6" wide
1800
2000
Fire res.,
2
layers, 1-1
/2
on 2" x 4" wood studs,
hr.,
Metal studs, NLB, 25 ga.,
2200
6"
1
6" O.C.
1
3-5/8" wide
O.C.,
6" wide
2400
2600
Fire
2800
&
water
res.,
2
/2
layers, 1-1
Metal studs, NLB, 25 ga.,
hr.,
6"
1
2" x 4"
studs,
1
6" O.C.
6" wide
3000
Total
Costs
Equipment
Labor
Ind
Total
O&P
1.28
2.37
3.65
5.05
.046
1.22
2.10
3.32
4.58
330
.048
1.36
2.22
3.58
4.93
210
.076
1.80
3.49
5.29
7.40
250
.064
1.74
2.93
4.67
6.45
230
.070
1.88
3.19
5.07
7
210
.076
1.80
3.49
5.29
7.40
250
.064
1.74
2.93
4.67
6.45
230
.070
1.88
3.19
5.07
7
'
3-5/8" wide
O.C.,
2014 Bare Material
r ,
3200
5/8",
3400
interior,
Installed
gypsum board, standard, tape &
on and including 2" x 4"
24"
3600
wood
2 sides
finish
studs,
1
6" O.C.
2 Carp
O.C.
6"
3-5/8" wide
300
.053
1.16
2.45
3.61
5.05
330
.048
1.07
2.22
3.29
4.60
S.F.
340
.047
1.10
2.16
3.26
4.54
4000
6" wide
320
.050
1.24
2.29
3.53
4.91
4200
24" O.C, 3-5/8" wide
360
.044
1.01
2.04
3.05
4.25
4400
6" wide
340
.047
1.11
2.16
3.27
4.55
300
.053
1.42
2.45
3.87
5.35
330
.048
1.33
2.22
3.55
4.89
340
.047
1.36
2.16
3.52
4.83
2.29
3.79
5.20
3800
Metal studs, NLB, 25 ga.,
4800
Water
resistont,
24"
5000 5200
1
O.C.,
on 2" x 4" wood studs,
6" O.C.
1
O.C.
Metal studs, NLB, 25 ga.
6" O.C., 3-5/8" wide
1
5400
6" wide
320
.050
1.50
5600
24" O.C, 3-5/8" wide
360
.044
1.27
2.04
3.31
4.53
5800
6" wide
340
.047
1.37
2.16
3.53
4.84
205
.078
1.79
3.58
5.37
7.45
235
.068
1.79
3.12
4.91
6.80
4.84
6.65
6000
Fire resistant,
6200
24"
2 layers, 2
hr.,
on 2" x 4" wood
studs,
1
6" O.C.
O.C.
6"
3-5/8" wide
245
.065
1.85
2.99
6600
6" wide
225
.071
1.96
3.26
5.22
7.20
6800
24"0.C., 3-5/8" wide
265
.060
1.73
2.77
4.50
6.15
7000
6" wide
245
.065
1.83
2.99
4.82
6.65
205
.078
1.88
3.58
5.46
7.55
235
.068
1.79
3.12
4.91
6.80
6400
Metal studs, NLB, 25 ga.,
7200
Fire
&
water
resistant,
24"
7400 7600
2
1
O.C.,
layers, 2 hr.,
2" x 4" studs,
1
6" O.C.
O.C.
16"
3-5/8" wide
245
.065
1.82
2.99
4.81
6.65
7800
6" wide
225
.071
1.96
3.26
5.22
7.20
8000
24" O.C, 3-5/8" wide
265
.060
1.73
2.77
4.50
6.15
8200
6"
245
.065
1.83
2.99
4.82
6.65
1.16
2.45
3.61
5.05
.047
1.10
2.16
3.26
4.54
.050
1.24
2.29
3.53
4.91
1.70
2.53
4.23
5.75
1.95
2.72
4.67
6.35
.48
.48
.74
8600 8620
Metal studs, NLB, 25 ga.,
1
/2"
blueboard,
Installed
O.C.,
wid’’
r
mesh tape both
r
sides
on and including 2" x 4"
wood
studs,
1
6" O.C.
2 Carp
!
.053
300
S.F.
;
8640
Metal studs, NLB, 25 ga.,
8660 9000 9100
Exterior,
9600
1 /2" gypsum
including
6" O.C., 3-5/8" wide
foil
^
i
i sheathing,
1
/2" gypsum
faced insulation, metal studs,
16" O.C, 3-5/8" wide
9200 9400
1
6" wide
;
320 1
!
finished, interior.
20
ga.
2 Carp
6" wide
Partitions, for work over 8' high, add
340
1r
290
.055
270
.059
1530
.010
S.F.
317
PE 22
Supports for Plaster and Gypsum Board r
09 22 03 - Fastening Methods for Finishes 09 22 03.20
Drilling Plaster/Drywall
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Labor
Material
Total
Costs
Equipment
Totol
IncI
O&P
*
0010 1100
DRILLING PLASTER/DRYWALL Drilling
&
1200
i
layout for drywall/ploster walls, up to 1" deep, no anchor
1300
1/4" diameter
150
.053
.01
2.45
2.46
3.78
3/8"
diameter
140
.057
.01
2.62
2.63
4.05
Holes,
1
Carp
Ea.
1400
1
/2"
diameter
130
.062
.01
2.82
2.83
4.36
1500
3/4"
diameter
120
.067
.01
3.06
3.07
4.74
1600
1" diameter
no
.073
.02
3.33
3.35
5.15
1700
1-1/4" diameter
100
.080
.03
3.67
3.70
5.70
1800
M/2" diameter
90
.089
.04
4.08
4.12
6.35
1900
40%
For ceiling installations, add
09 22 13 - Metal Furring 09 22 13.13 Metal Channel Furring 0010
AAETAL
CHANNEL FURRING
0030
Beams and columns, 7/8"
0050
16"0.C.
24"
0070 0100
Ceilings,
on
channels, galvanized,
1
2" O.C.
1
Lath
O.C.
steel,
7/8"
channels, galvanized,
1
2" O.C.
155
.052
170
.047
S.F.
.37
2.10
2.47
3.49
.31
1.91
2.22
3.15
185
.043
.20
1.76
1.96
2.80
210
.038
.34
1.55
1.89
2.64
^
i
0300
16" O.C.
290
.028
.31
1.12
1.43
1.99
0400
24"
420
.019
.20
.77
.97
1.36
O.C.
1-5/8" channels, galvanized, 12" O.C.
190
.042
.46
1.71
2.17
3.02
0700
16" O.C.
260
.031
.41
1.25
1.66
2.30
0900
24"
390
.021
.28
.83
1.11
1.52
0600
0930
7/8"
O.C.
0950
12" O.C.
120
.067
1.72
2.71
4.43
5.85
16" O.C.
100
.080
1.29
3.25
4.54
6.20
24"
165
.048
.86
1.97
2.83
3.83
no
.073
1.83
2.95
4.78
6.35
channels with sound isolation
0940
clips,
O.C.
1-5/8" channels, galvanized, 12" O.C.
0960 0970
16" O.C.
100
.080
1.38
3.25
4.63
6.30
0980
24"
155
.052
.92
2.10
3.02
4.09
235
.034
.34
1.38
1.72
2.40
1.54
2.14
1000
Walls,
7/8"
O.C.
channels, galvanized,
1200
16" O.C.
1300
24"
1500
2" O.C.
O.C.
1-5/8" channels, galvanized,
1
2" O.C.
16" O.C.
1600
24"
1800
1920
1
7/8"
O.C.
channels with sound isolation
clips,
12" O.C.
265
.030
.31
1.23
350
.023
.20
.93
1.13
1.58
2.78
2.45
210
.038
.46
1.55
2.01
240
.033
.41
1.35
1.76
305
.026
.28
1.06
1.34
1.87
125
.064
1.72
2.60
4.32
5.70
1940
16" O.C.
100
.080
1.29
3.25
4.54
6.20
1950
24"
150
.053
.86
2.17
3.03
4.12
115
.070
1.83
2.82
4.65
6.15
3.42
4.80
6.55
1960
O.C.
1-5/8" channels, galvanized, 12" O.C.
1970
16" O.C.
95
.084
1.38
1980
24"
140
.057
.92
2.32
3.24
4.42
619
.013
.27
.59
.86
1.21
.83
O.C.
09 2216 - Non-Structural Metal Framing 09 22 16.13 Non-Structural Metal Stud Framing 0010 1600 1610 1620 1630
1640 1650 1660
1670 1680
318
NON-STRUCTURAL METAL STUD FRAMING Non-load bearing, galv., 8' high,
25
ga.
1-5/8" wide, 16" O.C.
Karp
S.F.
O.C.
950
.008
.20
.39
.59
2-1/2" wide, 16" O.C.
613
.013
.32
.60
.92
1.27
.63
.87
24"
24"
O.C.
3-5/8" wide, 16"
24"
O.C.
4" wide, 16" O.C.
24"
O.C.
6" wide, 16" O.C.
O.C.
938
.009
.24
.39
600
.013
.39
.61
1.36
1
.93
925
.009
.29
.40
.69
594
.013
.42
.62
1.04
1.42 .96
1.54
925
.009
.32
.40
.72
588
.014
.53
.62
1.15
09 22 Supports for Plaster and Gypsum Board 09 22 16 - Non-Structural Metal Framing Daily
Labor-
Output
Hours
Unit
906
.009
S.F.
1-5/8" wide, 16" O.C.
494
O.C.
763
09 22 16.13 Non-Structural Meta! Stud Framing '
1
690
1
700
24"0.C.
20
ga. studs,
24"
1710 1
720
1
730
1
740
24"
24"
1770
O.C.
6" wide, 16" O.C.
1780
24"
1790
O.C.
Non-load bearing, galv., 10' high,
24"
.016
.38
.74
1.12
1.56
.010
.28
.48
.76
1.05
488
.016
.46
.75
1.21
1.66
750
.011
.35
.49
.84
1.13
481
.017
.50
.76
1.26
1.73
738
.011
.37
.50
.87
1.18
475
.017
.60
.77
1.37
1.85
738
.011
.45
.50
.95
1.27
469
.017
.76
.78
1.54
2.04
725
.011
.57
.51
1.08
1.41
495
.016
.26
.74
1
1.42 .67
.96
1.05
1.49
O.C.
750
.011
.22
.49
.71
3-5/8" wide, 16" O.C.
480
.017
.36
.76
1.12
1.58
740
.011
.27
.50
.77
1.06
475
.017
.40
.77
1.17
1.63
740
.011
.30
.50
.80
1.08
470
.017
.50
.78
1.28
1.75
725
.011
.37
.51
.88
1.19
395
.020
.36
.93
1.29
1.82
610
.013
.26
.60
.86
1.22
390
.021
.43
.94
1.37
1.93
600
.013
.32
.61
.93
1.29
385
.021
.47
.95
1.42
1.99
24"
O.C.
O.C.
6" wide, 16" O.C.
24" ga. studs,
24"
2650
O.C.
1-5/8" wide,
2-1/2" wide, 16"
2750 2800
3-5/8" wide,
24"
2850
1
6" O.C.
O.C.
24"
O.C.
O.C. 1
6" OC
O.C.
4" wide, 16" O.C.
24"
2950
O.C.
6" wide, 16" O.C.
24"
3050
O.C.
12' high, 25 ga. 1-5/8" wide, 16" O.C.
1
590
.014
.35
.62
.97
1.34
380
.021
.57
.97
1.54
2.12
590
.014
.42
.62
1.04
1.42
375
.021
.72
.98
1.70
2.30
580
.014
.53
.63
1.16
1.56
413
.019
.25
.89
1.14
1.64
O.C.
633
.013
.18
.58
.76
1.09
2-1/2" wide, 16" O.C.
408
.020
.29
.90
1.19
1.71
625
.013
.21
.59
.80
1.14
400
.020
.35
.92
1.27
1.80
Non-load bearing,
24"
3070 3080
1.06
.75
2550
3060
.80
.48
2450
3000
.40
.30
24"
20
O&P
.40
.19
O.C.
4" wide, 16" O.C.
2500
IncI
.016
24"
2400
Total
.011
2350
2900
1-5/8" wide, 16" O.C.
Total
Costs
Equipment
Labor
760
2250 2300
ga.
O.C.
2-1/2" wide, 16"
2200
25
Carp
2014 Bare Material
490
2100
2700
O.C.
O.C.
4" wide, 16" O.C.
1760
2600
O.C.
O.C.
3-5/8" wide, 16"
1750
2000
1
2-1/2" wide, 16"
24"
Crew
24"
3090
galv.,
O.C.
3100
3-5/8" wide, 16"
3110
24" O.C.
617
.013
.25
.59
.84
1.20
3120
4" wide, 16" O.C.
396
.020
.38
.93
1.31
1.85
3130
24" O.C.
617
.013
.28
.59
.87
1.23
3140
6" wide, 16" O.C.
392
.020
.48
.94
1.42
1.97
604
.013
.35
.61
.96
1.32
24"
3150
3160 3170 3180 3190 3200 3210
3220
O.C.
1-5/8" wide,
6" O.C.
329
.024
.34
1.12
1.46
2.09
O.C.
508
.016
.25
.72
.97
1.38
2-1/2" wide, 16" O.C.
325
.025
.41
1.13
1.54
2.19
500
.016
.30
.73
1.03
1.46
321
.025
.45
1.14
1.59
2.26
492
.016
.33
.75
1.08
1.51
317
.025
.55
1.16
1.71
2.39
492
.016
.40
.75
1.15
1.59
313
.026
.69
1.17
1.86
2.57
483
.017
.50
.76
1.26
1.72
^20 ga.
studs,
24"
24"
24"
1
O.C.
3-5/8" wide, 16"
O.C.
O.C.
4" wide, 16" O.C.
3230
24"
3240
6" wide,
3250
24"
5000
O.C.
O.C. 1
6" O.C.
O.C.
Load bearing studs, see Section 05 41
1
11
3.30
319
22 Supports
for Plaster
and Gypsum Board
09 22 26 - Suspension Systems
'
Daily
Sys^^
09 22 26.13 Ceilins Suspension 0010 8000
CEILING SUSPENSION SYSTEMS
for
gypsum board
Output
^
Labor-
Hours_ Unit^
Material
201 4 Bare Costs ^
Lab_
Equip ment
Total i
Total
|
InclO&P
or piaster
X
Suspended
ceilings, including carriers
1-1/2"
8200
carriers,
7/8"
8300
channels,
24"
8320
24"
O.C. with:
16" O.C.
1
Lath
O.C.
1-5/8" channels, 16" O.C.
8400
24"
8420 2"
8600
O.C.
24"
carriers,
r
275
.029
310 205
250
.032
250
.032
285
.028
.51
1.18
.026
.41
1.05
1.46
1.99
.039
.62
1.58
2.20
3.01
.48
1.30
1.78
2.44
.56
1.30
1.86
2.52
.45
1.14
1.59
2.18
S.F.
^
r
1.69
2.30
O.C. with: '
7/8"
8700
channels,
24"
8720
16" O.C.
1
Lath
O.C.
1-5/8" channels, 16" O.C.
8800
24"
8820
O.C.
1
S.F.
190
.042
.66
1.71
2.37
3.24
225
.036
.53
1.44
1.97
2.70
85
.094
2.70
3.82
6.52
8.55
80
.100
2.43
4.06
6.49
8.60
75
.107
2.70
4.33
7.03
9.30
70
.114
2.43
4.64
7.07
9.45
216
.037
1.50
1.50
2.21
170
.047
1.91
1.91
2.81
4.24
4.24
4.66
3.05
3.05
3.36
3.47
3.47
3.82
3.80
3.80
4.18
.49
.49
.53
3.26
3.26
3.59
3.14
3.14
3.45
4.28
4.28
5.85
5.85
L_
09 22 36 - Lath 09 22 36.13 Gypsum Lath 0010 0020
GYPSUM LATH
R092000-50
Plain ar perfarated, nailed,
1/2"
0100 0300
3/8"
1/2"
1
Lath
thick
Clipped ta steel studs,
0400
thick
3/8"
thick
thick
1500
Far ceiling installatians, add
1600
Far calumns and
beams, add
1
S.Y.
1
09 22 36.23 Metal Lath 0010 0020
METAL LATH
R092000-50
Diamand, expanded, 2.5
0100
Galvanized
0300
3.4
lb.
0400
per S.Y., painted
Galvanized
0600
Far
0900
Flat rib,
5#
1
asphalt sheathing paper, odd
/8"
1
1000
high, Fail
1200
3.4
1300
lb.
2.75
painted
lb.,
backed
per S.Y., painted
Galvanized
1500 1800
S.Y.
per S.Y., painted
lb.
Far
1
5#
asphalt sheathing paper, add
3/8"
Fligh rib,
1900
high, 3.4
per S.Y., painted
lb.
Galvanized
3/4"
2400
-
high, painted, .60
lb.
S.F.
per S.F.
.751b. per
S.F.
2800
Stucca mesh, painted, 3.6
3000
K-lath, perforated, absorbent paper, regular
3100
Fleavy duty
3300
Waterproof, heavy duty, grade B backing
3400 3600
Fire resistant
2.5
3700 3900
4300
lb.
On 3.4
4000 4200
S.Y.
lb.
.49
.49
.53
4.39
4.83
3.71
3.71
4.08
.62
.62
.68
lb.
On 3.4
lb.
On
1.33
1.46
4.03
4.03
4.43
4.42
4.42
4.86
5.20
5.20
5.75
5.10
5.10
5.60
5.65
6.20
.094
4.24
3.82
8.06
10.25
75
.107
4.24
4.33
8.57
11
80
.100
4.28
4.06
8.34
10.65
70
.114
4.28
4.64
8.92
11.50
75
.107
4.28
4.33
8.61
11.05
60
.133
5.65
diomond painted, on wood framing, on walls ceilings
diamond painted, on wood framing, on walls ceilings
diamond painted, wired
1.33
85
backing
to steel framing
ceilings
1
Lath
6.40
4.39
f
2500
4.71
.
4.28
5.40
9.68
12.65
8.10
12.38
16.65
;
4500
Columns and beams, wired
4600
Cornices, wired to steel
4800
320
Screwed
to steel studs,
2.5
lb.
to steel
40
.200
4.28
35
.229
4.28
9.30
13.58
18.35
.100
4.24
4.06
8.30
10.60
80
J
i
09 22 36 - Lath 09 22 36.23 Metal Lath 4900 5100
3.4
Crew
lb.
1
Rib lath, pointed, wired to steel,
on walls, 2.5
Lath
lb.
Daily
Labor-
Output
Hours
Unit
75
.107
S.Y.
3.47
4.33
7.80
10.15
75
.107
3.26
4.33
7.59
9.95
9.03
11.65
10.70
13.60
2014 Bare Material
Total
Costs
Equipment
Labor
Total
Incl
O&P
5200
3.4
lb.
70
.114
4.39
4.64
5400
4.01b.
65
.123
5.70
5
15
.533
3.58
21.50
25.08
36
15
.533
4.53
21.50
26.03
37
20.30
.394
12.25
16
28.25
37
21.10
.379
11.50
15.40
26.90
35
22.70
.352
10.80
14.30
25.10
33
19.50
.410
12.05
16.65
28.70
38
20.40
.392
11.20
15.90
27.10
36
20.40
.392
12.40
15.90
28.30
37
21.60
.370
11.45
15.05
26.50
34.50
For self-furring loth, odd
5500 5700
Suspended
system,
.11
3.4
incl.
lb.
diamond
loth,
painted
1
Lath
n
5800
6000
ceiling
Galvanized
Hollow metal stud
6010
partitions,
25
Non-load bearing,
3.4
go.,
painted lath both sides
lb.
w/rib
lath 2-1
/2"
studs,
1
2" O.C.
1
Loth
16"0.C.
6300
24"
6350
3-5/8"
6400
24"
6600 4"
6700
24" 6"
24"
7200
16" O.C. O.C.
16" O.C.
studs,
7100
16" O.C.
O.C.
studs,
6900 7000
O.C.
studs,
O.C.
L.B. partitions,
1
6 ga., w/rib
>
.12
.11
loth, 2-1
/2"
studs,
1
6" O.C.
S.Y.
19.50
.410
13.30
16.65
29.95
39
21.10
.379
12.10
15.40
27.50
36
20
.400
12.45
16.25
28.70
37.50
14.15
7300
3-5/8"
19.70
.406
16.50
30.65
39.50
7500
4"
studs,
1
6 go.
19.50
.41.0
14.70
16.65
31.35
40.50
7600
6"
studs,
1
6 go.
18.70
.428
17.35
17.35
34.70
44.50
1500
.011
1.77
.49
2.26
2.70
1600
.010
1.52
.46
1.98
2.38
1350
.012
1.77
.54
2.31
2.79
1450
.011
1.52
.51
2.03
2.45
2.70
2.963
2.70
2.963
studs,
16 ga.
09 22 3643 Security Mesh 0010 0100
SECURITY MESH, On
0110 0200 0210
expanded metal,
3/4", 1.76
walls,
flat,
screwed
ta
framing 2 Carp
Ib./S.F.
1-1/2", 1.14 Ib./S.F.
On
ceilings,
3/4", 1.76
Ib./S.F.
1-1/2", 1.14 Ib./S.F.
,
S.F.
09 22 36»83 Accessories^ Plaster 0010
0020
ACCESSORIES, PLASTER Casing bead, expanded flange, galvanized
0200
Foundatian
Channels, cold rolled, 16 ga.,
1200
1620 1650
screed, galvanized
1-1/2" deep, 16
3/4"
3/4"
radius,
#10, galvonized
1700
Inside corner (corner rite),
1750
4" wide, painted
2100
1
Loth
#1, galvanized
Expanded wing, 2-3/4" wide, #1, galvanized
Strip-ex,
joint,
50.50
120
170.50
233
52
120
172
234
3/4"
3"
34
46
ga., galvanized
Corner bead, expanded bullnose,
Expansion
C.LF.
34
deep, galvanized
1670
1800
Lath f
0900
weep
1
x 3", painted
grounds, limited expansion, galv.,
Extreme expansion, galvanized, 2 piece
1
piece
r
46
37.50 50.50
2.60
3.077
25
125
150
212
2.55
3.137
44
127
171
236
2.65
3.019
37
123
160
221
2.60
3.077
21
125
146
208
2.55
3.137
37
127
164
228
2.70
2.963
81.50
120
201.50
267
2.60
3.077
125
274
350
149
321
23 Gypsum Plastering 09 23 13 - Acoustical Gypsum Plastering 09 23 13.10 0010
Perlite or Vermiculite Plaster
PERLITE
0020
In
OR VERMICULITE PLASTER
100
0100
bags, under
lb.
Labor-
Hours
0400
On
0600
On and
0700
On 3 coats, no
200 bags
On
1200
On and
1300
On
1500
On and
Material
Labor
Total
Costs
Equipment
Total
Incl
O&P
Bag
16.65
16.65
18.30
15.80
15.80
17.40
32
tr
J-1
92
.435
3.78
17.40
1.56
22.74
79
.506
3.78
20.50
1.82
26.10
36.50
84
.571
7.50
23
1.71
32.21
44.50
70
.686
7.50
27.50
2.05
37.05
52
74
.541
6.30
21.50
1.94
29.74
41.50
63
.635
6.30
25.50
2.28
34.08
48
72
.667
10.70
27
1.99
39.69
54
61
.787
10.70
31.50
2.35
44.55
62
37
1.297
52
3.88
65.78
93
14.45
15.85
S.Y.
ff
ceilings
incl.
3/8" gypsum
on metal studs
lath,
J-2 ft
ceilings
lath included,
1000
2014 Bare Unit
R092000 50
2 coats, no lath included, on walls
0900
Daily
Output
200 bags
Over
0300
Crew
on walls
J-1 ft
ceilings
incl.
painted metal lath, on metal studs
J-2
ceilings
incl.
suspended metal
loth ceiling
9.90
1700
For irregular or curved surfaces, add to above
30%
1800
For columns and beams, add to above
50%
1900
For soffits, add to ceiling prices
40%
09 23 20 - Gypsum Plaster 09 23 20.10 Gypsum Plaster 0010
On Walls and
GYPSUM PIASTER ON WALLS AND 80#
0020
bag, less than
0100
Over
0300
2 coats, no
Bag
14.45
ff
On
0600
On and
12.70 on walls
J-1
12.70
13.95
3.37
15.25
1.37
19.99
28
.435
3.37
17.40
1.56
22.33
31.50
.495
6.05
19.85
1.48
27.38
38.50
83
.578
6.05
23
1.73
30.78
43.50
87
.460
4.82
18.40
1.65
24.87
34.50
78
.513
4.82
20.50
1.84
27.16
38.50
86
.558
9.55
22.50
1.67
33.72
46
76.50
.627
9.55
25
1.88
36.43
50.50
105
.381
92 97
S.Y.
ft
ceilings
incl.
On 3 coats, no
R092000 50
ton
lath included,
0700
CEILINGS
ton
1
0400
0900
1
Ceilings
3/8" gypsum
lath
on
steel,
on walls
J-2 ft
ceilings
lath included,
on walls
J-1 ff
1000
On
1200
On and
1300
ceilings
including painted metal lath, on
On
wood
studs
J-2 ft
ceilings
1600
For irregular or curved surfaces, add
1800
For columns
30% 50%
& beams, add
09 23 20.20 Gauging Plaster 0010
GAUGING PLASTER
0020
100
lb.
bags, less than
R092000-50 1
Bag
ton
19.60
19.60
21.50
17.95
17.95
19.75
20.50
20.50
22.50
19.35
19.35
21.50
ft
0100
Over
1
ton
09 23 20.30 Keenes Cement 0010
0020 0100 0300 0400
322
(EENES CEMENT
R092000-50
1
In
100
bags, less than
lb.
1
Bog
ton
ft
Over
1
ton
Finish only,
add
to plaster prices, standard
High quality
J-1
215
.186
"
144
.278
S.Y.
1.86
7.45
1.88
11.15
"
.67 1
9.98
14.03
14 19.90
24 Cement Plastering
|
09 24 23 - Cement Stucco 09 24 23.40 Stucco 0010
STUCCO
Daily
Labor-
Crew
Output
Hours
Unit
S.Y.
2014 Bare Material
wood frame
J-2
63
.762
0100
On masonry
inch
J- 1
67
.597
0300
For trowel finish, add
170
.047
0400
For
880
.045
.62
1.82
0600
For coloring and special finish, add,
685
.058
.39
2.34 8
3 coots
3/4"
thick,
0700
Maximum
0900
For soffits, add
1000 1200
InclO&P
Total
R092000-50 1
" thick, float finish, with mesh, on
0015
Total
Costs
Equipment
Labor
construction, no
mesh
1
on masonry, deduct
Plas
J-
1
minimum
bonding agent, 3 coats, on walls, no mesh inch
30.50
2.28
39.33
55.50
2.50
24
2.14
28.64
41
1.97
1.97
2.97
.16
2.60
3.60
.21
2.94
4.18
.72
10.10
14.35
.93
15.52
22
200
.200
1.38
J-2
155
.310
2.14
J- 1
200
.200
3.58
8
.72
12.30
16.80
180
.222
3.58
8.90
.80
13.28
18.20
1
Exterior stucco, with
6.55
Ceilings
12.45
1300
Beoms
80
.500
3.58
20
1.80
25.38
36
1500
Columns
100
.400
3.58
16
1.44
21.02
29.50
60
.133
6.20
11.60
14.75
55
.145
4.03
5.90
9.93
13.15
53
.151
6.20
6.15
12.35
15.80
50
.160
4.03
6.50
10.53
14
950
.008
.16
.35
.51
.71
.44
.96
1.40
1.93
1600
Mesh, painted, nailed
1800
1900
Xr
3.6
Wired
2100
wood,
to
1
.8
lb.
1
Lath
lb.
to steel, painted,
1
.8 lb.
3.61b.
X
5.40
09 25 Other Plastering 09 25 23 - lime Based Plastering 09 25 23.10 Venetian Plaster 00] 0
0100 0200
VENETIAN PLASTER Wolls,
1
Plaster,
coat primer,
roller
applied
1
3 coats, inch sanding
2 Plas
0210
For pigment, light colors add per gal. plaster
0220
For pigment, dark colors add
0300
Plas
700
S.F.
"
.023 Gal.
12
12
13.20
50
50
55
n
For sealer/wax coat inch burnishing, add
1
Plas
300
.027
S.F.
.41
1.12
1.53
2.13
1900
.008
S.F.
.31
.39
.70
.94
875
.018
.41
.84
1.25
1.74
675
.024
.36
1.09
1.45
2.07
475
.034
.46
1.54
2
2.88
1900
.008
.31
.39
.70
.94
875
.018
.41
.84
1.25
1.74
1900
.008
.31
.39
.70
.94
875
.018
.41
.84
1.25
1.74
09 26 Veneer Plastering 09 26 13 - Gypsum Veneer Plastering 09 2613.20 Blueboard 0010 0100 1000
BLUEBOARD
For use with thin coot
plaster application see Section
3/8"
thick,
1100 1400
With thin coat plaster
thick,
on walls or
3100
With
3300
Fire resistant,
3400
With
3450
3700
Fire resistant,
5100 5500 5600
6000
no
finish included
finish
no
finish included
or soffits, standard,
no
finish included
thin coat plaster finish
on walls or
no
finish included
With thin coat plaster or soffits,
675
.024
.36
1.09
1.45
2.07
475
.034
.46
1.54
2
2.88
675
.024
.36
1.09
1.45
2.07
2
2.88
475
.034
.46
1.54
.008
.33
.39
.72
finish
875
.018
.43
.84
1.27
1.76
no
675
.024
.38
1.09
1.47
2.10
475
.034
.48
1.54
2.02
2.91
3060
.005
.24
.24
.37
no
finish included
finish included
thin coat plaster finish
For high ceilings, over 8' high, add
2 Carp
1900
finish
ceilings, fire resistant,
On beams, columns, With
no
finish included
With thin coat plaster thick,
finish
ceilings, standard,
On beams, columns,
5/8"
finish included
thin coat plaster finish
With
5000
3.80
no
thin coot plaster finish
3500
3800
1
or soffits, standard,
With thin coat plaster
/2" 1
09 26
ceilings, standard,
On beams, columns,
1450
3000
on walls or
.96
323
Plastering E0992626 -Veneer Gypsum Veneer 13
Plastering
09 2613.20 Blueboard 6500
For over 3 stories high, add per story
Daily
Labor-
Crew
Output
Hours
Unit
2 Carp
6100
.003
S.F.
J-1
3600
.011
S.F.
.10
Bag
13.70
2014 Bare Material
.
Total
Costs
Equipment
Labor .12
InclO&P
Total
.12
.19
09 26 13.80 Thin Coat Plaster 0010 0012
THIN COAT PLASTER 1
coat veneer, not ind lath
1000
In
EZ 28
50
lb.
bags
.45
.04
.59
.82
13.70
15.10
Backing Boards and Underlayments «
09 2813 - Cementitious Backing Boards 09 28 13.10 Cementitious Backerboard 0010
CEMENTITIOUS BACKERBOARD
0070
Cementitious backerboard, on
3' x 4' x
/2"
525
.030
0080
3' X 5' X
1/2"
sheets
525
.030
0090
3'
x6'
1/2"
sheets
525
0100
3'
x4' x5/8"
sheets
525
0110
3'
x5' x5/8"
sheets
0120
3'
x6'
5/8"
sheets
0150
On
wall, 3'
X
X
x4'
1/2"
X
floor,
1
2 Corp
sheets
sheets
.80
1.40
2.20
3.04
.74
1.40
2.14
2.98
.030
.74
1.40
2.14
2.97
.030
1.02
1.40
2.42
3.28
525
.030
.99
1.40
2.39
3.24
525
.030
.96
1.40
2.36
3.22
350
.046
.80
2.10
2.90
4.11
.046
.74
2.10
2.84
4.05
.046
.74
2.10
2.84
4.04
3.12
4.35
S.F.
0160
3' X 5' X
1/2"
sheets
350
0170
3'
x6'
1/2"
sheets
350
0180
3'
x4' x5/8"
sheets
350
.046
1.02
2.10
0190
3'x5'x5/8"
sheets
350
.046
.99
2.10
3.09
4.31
0200
3'
350
.046
.96
2.10
3.06
4.29
180
.089
.80
4.08
4.88
7.20
0250
On
x6'
X
X
counter, 3'
5/8"
x4'
sheets x
1/2"
sheets
0260
3' X 5' X
1/2"
sheets
180
.089
.74
4.08
4.82
7.10
0270
3' X 6' X
1/2"
sheets
180
.089
.74
4.08
4.82
7.10
0300
3' X 4' X
5/8"
sheets
180
.089
1.02
4.08
5.10
7.40
0310
3' X 5' X
5/8"
sheets
180
.089
.99
4.08
5.07
7.40
0320
3'
5/8"
sheets
180
.089
.96
4.08
5.04
7.35
1330
.012
.31
.55
.86
1.19
1050
.015
.47
.70
1.17
1.60
1050
.015
.47
.70
1.17
1.60
1.75
2.56
x6'
X
29 Gypsum Board 09 29 10 - Gypsum Board Panels 09 29 10.30 Gypsum Board GYPSUM BOARD
&
on walls
0110
1/4"
0115
1
/4"
thick,
on walls or
0117
1
/4"
thick,
on columns or
/4"
0130
1
0150
3/8"
thick,
on walls
no
0250
On beams, columns,
0350 0390 0400
/2"
no
no
finish included
than
800
S.F.
finish included
S.F.
510
.031
.31
1.44
2000
.008
.31
.37
.68
.91
.97
finish included
1800
.009
.31
.41
no
675
.024
.31
1.09
1.40
2.02 .90
or soffits,
Taped and finished
finish included
finish included
(level
4
With compound skim coat no
2 Carp
.72
on walls, standard, no
Fire resistant,
finish included
finish included
finish included, less
ceilings, standard,
thick,
soffits, flexible,
on walls, standard, no
On
1
no
no
ceilings, flexible,
0200
0300
R092910-10
or ceilings, standard,
thick, standard,
thick,
ceilings
finish)
(level 5 finish)
finish included
2000
.008
.30
.37
.67
965
.017
.35
.76
1.11
1.55
1.36
1.91
775
.021
.41
.95
2000
.008
.32
.37
.69
.92
1.58
965
.017
.37
.76
1.13
775
.021
.43
.95
1.38
1.93
2000
.008
.38
.37
.75
.99
965
.017
.43
.76
1.19
1.64
'
0450 0490 0500
0550
324
Taped and finished
(level
4
With compound skim coat
Water
resistant,
no
finish)
(level 5 finish)
finish included
Taped and finished
(level
4
finish)
1
29 Gypsum Board 09 29 10 - Gypsum Board Panels 09 29 10.30 Gypsum Board With compound skim coot
Doily
Labor-
Crew
Output
Hours
2 Corp
2014 Bare Unit
Material
Total
Costs
Equipment
Labor
Total
IncI
O&P
775
.021
.95
1.44
1.99
0600
Prefinished, vinyl, clipped to studs
900
.018
.48
.82
1.30
1.79
0700
Mold
no
2000
.008
.40
.37
.77
1.01
965
.017
.45
.76
1.21
1.66
0590
On
ceilings, standard,
(level
4 finish)
no
Taped and finished
1090
With compound skim coat Fire resistant,
no
(level
4
4
1150
Taped and finished
With compound skim coat
Water
no
resistant,
(level
Mold
1310
1320
no
resistant,
(level
4
resistant,
no
(level
4
1370
With compound skim coat
(level
(level
or soffits, standard,
1550
1590
With compound skim coat Fire resistant,
1650
no
(level
Water
1750
no
resistant,
(level
(level
1800
Mold
no
resistant,
Taped and finished
With compound skim coat
1850
Sag
resistant,
no
(level
4
Taped and finished
1870
With compound skim coat
2000
5/8"
thick,
2050
Fire resistant,
2150
no
2195
(level
With compound skim coat
"
Water
resistant,
no
Taped and finished
2290
With compound skim coat
(level
Prefinished, vinyl, clipped to studs
Mold
2520
no
(level
4
With compound skim coat
On
ceilings, standard,
no
Taped and finished
3090
With compound skim coat
3100 3150
Fire resistant,
no
(level
(level
.43
1.20
1.63
2.33
1800
.009
.38
.41
.79
1.05
765
.021
.43
.96
1.39
1.95
610
.026
.49
1.20
1.69
2.39
1800
.009
.40
.41
.81
1.07
765
.021
.45
.96
1.41
1.97
610
.026
.51
1.20
1.71
2.42
1600
.010
.32
.46
.78
1.06 1.89
2.48
475
.034
.41
1.54
1.95
2.83
1.41
2.03
5 finish)
5 finish)
5 finish)
5
finish)
(level 5 finish)
finish)
.026
2.06
4 finish).
4
610
1.71
5 finish)
finish included
Taped and finished
1.89
1.44
finish included
3050
.98
1.33
1.36
finish)
(level
.73
.96
1.09
finish included
Taped and finished
2530 3000
resistant,
.41
.37
.35
(level 5 finish)
2510
.32
.021
.35
4 finish)
2300
.009
765
.030
finish included
2250
1800
.024
finish)
(level
2.31
540
4 finish)
4
1.86
1.61
675
finish included
Taped and finished
1.31
1.20
finish included
(level 5 finish)
(level
.96
.41
2.33
finish included
(level
.35
.026
1.63
4 finish)
With compound skim coat
2100
2200
on walls, standard, no
Taped and finished
2090
(level
.021
610
1.20
finish included
1860
765
.43
finish)
(level
.96
.026
finish included
1820
2.02
.71
610
(level 5 finish)
1810
1.46
.41
finish)
4 finish)
With compound skim coot
.95
.30
.96
finish)
(level
.51
.009
.37
(level 5 finish)
4
.021
.021
finish included
Taped and finished
1790
no
775
1800
765
4 finish)
With compound skim coat
1700
5
S.F.
.49
1.33
finish included
Taped and finished
1690
5 finish)
finish)
(level
Taped and finished
1600
finish)
4
Taped and finished
On beams, columns,
5 finish)
finish included
1360
1500
finish)
finish)
(level
With compound skim coat
Sag
1350
5
finish included
Taped and finished
1330
finish)
(level
With compound skim coat
1290
5 finish)
finish included
Taped and finished
1250
finish)
(level
finish included
1195 1200
(level 5 finish)
finish included
1050
1100
5 finish)
finish included
With compound skim coat
0720 1000
resistant,
Toped and finished
0710
(level
675
.024
.32
1.09
540
.030
.37
1.36
1.73
2.51
475
.034
.43
1.54
1.97
2.85
675
.024
.44
1.09
1.53
2.16
540
.030
.43
1.36
1.79
2.57
475
.034
.49
1.54
2.03
2.91
675
.024
.46
1.09
1.55
2.19
540
.030
.45
1.36
1.81
2.59
475
.034
.51
1.54
2.05
2.94
675
.024
.37
1.09
1.46
2.08
540
.030
.37
1.36
1.73
2.51
475
.034
.43
1.54
1.97
2.85
2000
.008
.32
.37
.69
.92
965
.017
.37
.76
1.13
1.58
775
.021
.43
.95
1.38
1.93
2000
.008
.34
.37
.71
.94
965
.017
.39
.76
1.15
1.60
775
.021
.45
.95
1.40
1.95
2000
.008
.45
.37
.82
1.07
965
.017
.50
.76
1.26
1.72
775
.021
.56
.95
1.51
2.07
900
.018
.89
.82
1.71
2.24 1.07
2000
.008
.45
.37
.82
965
.017
.50
.76
1.26
1.72
775
.021
.56
.95
1.51
2.07
1800
.009
.32
.41
.73
.98
765
.021
.37
.96
1.33
1.89
615
.026
.43
1.19
1.62
2.31
1800
.009
.34
.41
.75
.96
1.35
765
.021
.39
1
1.91
1
325
Gypsum Board E0992929 10 - Gypsum Board
Panels Daily
Lobor-
Crew
Output
Hours
Unit
2 Carp
615
.026
S.F.
1800
09 29 10.30 Gypsum Board 3190
With compound skim coot
3200
Water
no
resistant,
Toped and finished
3290
With compound skim coat
Mold
resistant,
no
4
(level
Taped and finished
3320
With compound skim coat
On beams, columns,
4
(level
or soffits,
no
Taped and finished
3590
With compound skim coot
3600
no
Fire resistant,
(level
4
Taped and finished
3690
With compound skim coat
Water
3750
no
resistont,
(level
4
(level
Mold
resistant,
no
3810
Taped and finished
With compound skim coat Fireproofing,
4010
beams Mold
5/8"
4050 4060
3 layers,
4110
1
Mold
4160
1.46
2.03
615
.026
.56
1.19
1.75
2.45
1800
.009
.45
.41
.86
1.13
765
.021
.50
.96
1.46
2.03
615
.026
.56
1.19
1.75
2.45
675
.024
.37
1.09
1.46
2.08
475
.034
.43
1.54
1.97
2.85
380
.042
.49
1.93
2.42
3.52
675
.024
.39
1.09
1.48
2.11
475
.034
.45
1.54
1.99
2.87
380
.042
.45
1.93
2.38
3.47
675
.024
.52
1.09
1.61
2.25
475
.034
.56
1.54
2.10
2.99
380
.042
.57
1.93
2.50
3.61
675
.024
.52
1.09
1.61
2.25
475
.034
.56
1.54
2.10
2.99
380
.042
.57
1.93
2.50
3.61
330
.048
.74
2.22
2.96
4.24
330
.048
.90
2.22
3.12
4.42
300
.053
.78
2.45
3.23
4.63
300
.053
1
2.45
3.45
4.87
225
.071
1.11
3.26
4.37
6.25
225
.071
1.35
3.26
4.61
6.55
210
.076
1.17
3.49
4.66
6.70
210
.076
1.50
3.49
4.99
7.05
480
.033
.74
1.53
2.27
3.17
2 Carp
3060
.005
2 Lath
1600
.010
2 Carp
finish)
5 finish)
5 finish)
(level
5 finish)
finish)
(level
5
finish)
(level
4
finish)
(level
5 finish)
1/2"
or columns, 2 layers,
thick, inci finish
resistant
resistant
/2"
5/8"
4150
.96
thick
Mold
4100
.50
finish included
3820 4000
.021
finish)
4
With compound skim coat
3800
1.13
765
finish included
Taped and finished
3790
.86
finish included
3650
3700
2.33
.41
finish)
(level
thick resistant
thick
Mold
resistant
5050
For 1" thick coreboard on columns
5100
For foil-backed board, add
5200
For
5270
For textured spray, add
work over 8'
5300
For distribution cost over 3 stories high, add per story
6100
.003
5350
For finishing inner corners, odd
950
.017
5355
For finishing outer corners, add
1250
.013
5500
For acoustical sealant, add per bead
500
.016
5550
6000 6010
Sealant,
1
1
/2"
thick
1
on
walls, multi-layer, light weight,
6015 6020
With compound skim coot
6030 6035
6040
5/8"
thick
on walls,
for
(level
wood
Taped and finished
4
(level
4
With compound skim coat
6050
With compound skim coat
Abuse
resist,
no
(level
2 Carp
(level
5
finish)
finish)
(level
5
finish)
4 finish) (level
5
finish)
finish included
Taped and finished
(level
4
6065
With compound skim coat
6070
Shear rated, no finish included
6075
Taped and finished
6080
With compound
6085
finish included
For metal stud, no finish included
Taped and finished
6060
no
finish)
studs, no finish included
6045
6055
(level
4
finish)
(level 5 finish)
finish)
skim coat (level 5 finish)
1500
.011
725
.022
.37
.41
.45
.64
.12
.12
.19
.11
.77
.88
1.31
.23
.59
.82
1.17
.04
.73
.77
1.18
7.05
7.80
.04
L.
1 Ea.
7.05
S.F.
1.87
49
2.36
2.81
1.92
1.01
2.93
3.67
580
.028
1.98
1.27
3.25
4.12
1500
.011
2.70
.49
3.19
3.72
725
.022
2.75
1.01
3.76
4.58
580
.028
2.81
1.27
4.08
5.05
1500
.011
2.06
.49
2.55
3.02
3.12
3.88
725
.022
2.11
1.01
580
.028
2.17
1.27
3.44
4.33
4.24
4.88
1500
.011
3.75
.49
725
.022
3.80
1.01
4.81
5.75
6.20
580
.028
3.86
1.27
5.13
1500
.011
4.30
.49
4.79
5.50
5.36
6.35
725
.022
4.35
1.01
580
.028
4.41
1.27
5.68
6.80
.49
5.21
5.95
1500
For SCIF applicotions, no finish included ,
326
.17
.24
panels
Taped and finished
6025
Carp
quart tube
Gypsum sound dampening
.15 .24
.15
add
high,
O&P
.45
finish included
3550
Total IncI
.009.
finish)
(level
i
Total
1.64
finish included
3310
3500
5
Costs
Equipment
1.19
finish)
(level
Labor
.45
finish included
3250
3300
(level 5 finish)
2014 Bare Material
.01
1
4.72
29 Gypsum Board 09 29 10 - Gypsum Board Panels 09 29 10.30 Gypsum Board Toped ond finished
6090
With compound skim coot
6095
6100
4
(level
1-3/8"
thick
on walls, THX
Toped and finished
6110
With compound skim coot
5/8"
Taped and finished
6120
snap
(level
5/8"
on
thick
ceilings, for
wood
Toped and finished
7025
7035
For metal
joists,
no
7045
With compound skim coat resist,
no
(level
Taped and finished
With compound skim coat
Shear rated, no
7070
(level
finish included
5 finish)
no
finish included
finish)
(level
5 finish)
finish)
(level
4
5
finish)
finish)
(level
(level
5 finish)
4 finish)
With compound skim coat
7080
no
finish included
Toped and finished
7075
S.F.
finish included
7055
(level
5 finish)
For SCIF applications, no finish included
7085
Taped and finished
7090
8010
(level
4
7060 7065
.022
finish included
Taped and finished
Abuse
725
finish)
4
7040
7050
2 Carp
5 finish)
installation,
4
With compound skim coat
7030
Unit
finish)
joists,
(level
Hours
finish included
(level
With compound skim coat
6125 7020
&
on walls, score
thick
4
(level
no
Labor-
Output
5 finish)
(level
Certified,
6105
6115
finish)
Daily
Crew
(level
4
With compound skim coat
5/8"
thick
on
finish)
(level
& snap
ceilings, score
8015
Taped and finished
8020
With compound skim coat
(level
4
5 finish)
installation,
no
finish included
finish)
(level 5 finish)
7
2014 Bare Materiol
Totol
Costs
Equipment
Labor
Total
Incl
4.77
1.01
5.78
O&P 6.80
580
.028
4.83
1.27
6.10
1500
.011
8.40
.49
8.89
10
725
.022
8.45
1.01
9.46
10.85
580
.028
8.50
1.27
9.77
11.30
2000
.008
1.78
.37
2.15
2.53
965
.017
1.83
.76
2.59
3.18
775
.021
1.89
.95
2.84
3.53
1200
.013
2.70
.61
3.31
3.91
510
.031
2.75
1.44
4.19
5.25
7.25
410
.039
2.81
1.79
4.60
5.85
1200
.013
2.06
.61
2.67
3.21
510
.031
2.11
1.44
3.55
4.54
410
.039
2.17
1.79
3.96
5.15
1200
.013
3.75
.61
4.36
5.05
510
.031
3.80
1.44
5.24
6.40
410
.039
3.86
1.79
5.65
7
1200
.013
4.30
.61
4.91
5.65
510
.031
4.35
1.44
5.79
7
410
.039
4.41
1.79
6.20
7.60
1200
.013
4.72
.61
5.33
6.15
510
.031
4.77
1.44
6.21
7.45
410
.039
4.83
1.79
6.62
8.05
1600
.010
1.78
.46
2.24
2.67
680
.024
1.83
1.08
2.91
3.67
545
.029
1.89
1.35
3.24
4.15
1800
.009
.61
.41
1.02
1.30
870
.018
.66
.84
1.50
2.03
700
.023
.72
1.05
1.77
2.41
1620
.010
.61
.45
1.06
1.37
690
.023
.66
1.06
1.72
2.37
09 29 10»50 High Abuse Gypsum Board 00 0 1
0 1 00
0110
HIGH ABUSE GYPSUM BOARD, screwed 1
/2"
to studs unless
thick,
fiber reinforced, nailed or
otherwise noted
on walls, no
Taped and finished
0130
With compound skim coat
0150
On
0160
no
(level
4
(level
thick,
on walls, no
With compound skim coat
On
ceilings,
no
(level
4
Taped and finished
0270
With compound skim coot thick,
(level
0330
With compound skim coot
On
0410
ceilings,
no
(level
4
(level
4
With compound skim coat High abuse,
1
/2"
gypsum
thick,
on walls, no
0430
With compound skim coat ceilings,
finish included
finish)
(level
5 finish)
finish)
(level 5 finish)
finish included
Taped and finished
On
finish)
(level 5 finish)
S.F.
550
.029
.72
1.33
2.05
2.85
1800
.009
.77
.41
1.18
1.48
870
.018
.82
.84
1.66
2.20
700
.023
.88
1.05
1.93
2.58
1620
.010
.77
.45
1.22
1.55
690
.023
.82
1.06
1.88
2.54
550
.029
.88
1.33
2.21
3.02
1800
.009
.99
.41
1.40
1.72
870
.018
1.04
.84
1.88
2.44
700
.023
1.10
1.05
2.15
2.82
1620
.010
.99
.45
1.44
1.79
690
.023
1.04
1.06
2.10
2.78
550
.029
1.10
1.33
2.43
3.26
1800
.009
.57
.41
.98
1.26
870
.018
.62
.84
1.46
1.98
700
.023
.68
1.05
1.73
2.36
1620
.010
.57
.45
1.02
1.33
core, paper face
0420
0450
finish)
finish included
Taped and finished
0370
5
on walls, very high impact, no
Taped and finished
0360
finish)
(level
4
0320
0350
5 finish)
finish included
0260
5/8"
(level
finish included
Taped and finished
0250
5 finish)
finish)
With compound skim coat
5/8"
0230
0400
(level
4
0220
0310
finish)
finish included
Taped and finished
0170 0210
ceilings,
2 Carp
finish included
0120
no
(level
finish included
4
2 Carp
finish)
(level
5 finish)
S.F.
327
29 Gypsum Board 09 29 10 - Gypsum Board Panels 09 29 10.50 High Abuse Gypsum Board 0460
Taped and finished
0470
With compound skim coat
5/8"
0510
thick,
on walls, no
(level
4
Toped and finished
0530
With compound skim coat
On
ceilings,
no
5
Labor-
Output
Hours
Unit
2 Carp
690
.023
S.F.
550
finish)
finish included
0520
0550
finish)
(level
Daily
Crew
(level
4
finish)
(level 5 finish)
finish included
0560
Taped and finished
0570
With compound skim coat
(level
4
finish)
(level
5
finish)
2014 Bare Material
Labor
Total
Costs
Equipment
InclO&P
Total
.62
1.06
1.68
2.32
.029.
.68
1.33
2.01
2.80
1800
.009
.77
.41
1.18
1.48
870
.018
.82
.84
1.66
2.20
700
.023
.88
1.05
1.93
2.58
1620
.010
.77
.45
1.22
1.55
690
.023
.82
1.06
1.88
2.54
550
.029
.88
1.33
2.21
3.02
•
1000
For high ceilings, over 8' high, add
2750
.006
.27
.27
.41
1010
For distribution cost over 3 stories high, add per story
5500
.003
.13
.13
.21
2.90
2.759
09 29 15 - Gypsum Board Accessories 09 29 15.10 Accessories, Gypsum Board 0010 0020
Casing bead, galvanized steel
0100 0300
Vinyl
Corner bead, galvanized steel, 1" x 1"
M/4"
0400 0600 0900
J
trim, galvanized steel,
1
/2" wide
5/8" wide L trim,
U
1160
Screws
galvanized
trim, galvanized
1500
Z stud, galvonized steel,
09 30 13.10 Ceramic
0020
CERAMIC
M/2" wide
Luxury grade
ITilf
tiles
tiles
tiles
0026
Economy grade
0050
Base, using 1' x 4" high pc. with 1" x 1"
tiles
tiles,
mud
set
D-7
Thin set
6" high base, 1"
0300
For
0400
For 2" X 2"
tile
face,
x 1"
add
tile
to
face,
213
106.65
159
121
180
3.50
2.286
4
2
16.25
2.60
3.077
32.50
2.55
3.137
3
2.667
2.95 3
2.95
2.712
105
16
91.50
107.75
160
141
173.50
254
29
144
173
254
21.50
122
143.50
213
2.712
27.50
124
151.50
222
2.667
21.50
122
143.50
213
29
124
153
224
s7
9.45
9.45
13.65
13.65
10.40 15
36
141
177
258
60.50
144
204.50
289
2.60
3.077
2.55
3.137
50
.160
2.45
6.70
9.15
12.60
50
.160
4.90
6.70
11.60
15.30
50
.160
9.80
6.70
16.50
20.50
2.24
6.70
8.94
12.35
5.15
7.35
12.50
16.45
4.77
4.70
9.47
12.20
.76
.84
50
.160
82
.195
128
.125
C.LF. u
S.F.
LF.
Thin set
0900
6" X 4-1/4"
1000
Thin set
Sanitary cove base, 6"
1300
high,
x
mud
4-1/4"
Thin set
6"
X
6"
high,
Thin set
mud
set
.76
add
0-7
set
high,
mud
set
.45
.41
.41
obove
Cove base, 4-1/4" x 4-1/4" high, mud set
0700
328
144
91.50
/
0100
1600
122
15.15
Tiling
Backsplash, thinset, average grade
0024
1500
22
2
Tile
Custom grade
1200
222
TILE
0022
0600
150.50
i
2" wide
09 3013 - Ceramic
126
2.667
16x1-5/8" A 05 41 13.30 and
24.50
3
M
For stud partitions, see Section
0010
C.LF.
4
#6x1" A
1200
1600
deep, standard
Resilient
1150
1170
7/8"
Furring channel, galv. steel,
1120 1140
X
1-1/4"
Vinyl
1000 1100
GYPSUM BOARD
ACCESSORIES,
10.48
14
91
.176
3.88
6.60
128
.125
3.95
4.70
100
.160
4.05
6
137
.117
3.93
93
.172
4.11
124
.129
3.99
4.85
8.84
11.55
84
.190
5.10
7.15
12.25
16.15
117
.137
4.96
5.15
10.11
13.05
8.65
11.30
10.05
13.30
4.39
8.32
10.75
6.45
10.56
14.10
09 3013 - Ceramic 09 30 13.10 Ceramic
Tiling
Tile
1800
Bathroom accessories, overage (soap
1900
Bathtub, 5', rec.
4-1/4" x
2100
7' high wainscot
2200
8' high wainscot
2400
6" bullnose
X
Unit
D-7
82
.195
Fa.
set
mud
trim,
set
Thin set
random
Floors, natural cloy,
3100 3255
Hours
wainscot, adhesive set 6' high
tile
mud
Labor-
Output
Thin set
2"
2800 3000
/4"
Bullnose trim, 4-1 /4" x 4-1/4",
2500
2700
4-1
dish, tooth brush holder)
Doily
Crew
or uniform, thin set, color group
1
Color group 2
6" x 6",
Floors, glazed, thin set,
8" X 8"
3260
color group
1
tile
2014 Bore Material
12
Labor
7.35
Total
Costs
Equipment
Total
IncI
19.35
O&P 24
2.90
5.517
156
207
363
475
2.50
6.400
179
241
420
550
2.20
7.273
190
273
463
615
82
.195
128 84
11.16
3.81
7.35
.125
3.73
4.70
8.43
11.05
.190
4.27
7.15
11.42
15.25
4.21
4.85
9.06
11.80
4.15
3.29
7.44
9.40
5.85
3.29
9.14
11.30 7.85
7.85
124
.129
183
.087
183
.087
L.F.
^r S.F.
300
.053
4.45
2.01
6.46
300
.053
4.45
2.01
6.46
15
3270
1
2" X 12"
tile
290
.055
5.85
2.07
7.92
9.50
3280
16"xl6"
tile
280
.057
6.70
2.15
8.85
10.55
3281
1
8"
X
1
8"
tile
270
.059
8.15
2.23
10.38
12.30
3282
20"
X
20"
tile
260
.062
9.30
2.31
11.61
13.60
3283
24"
X
24"
tile
250
.064
10.60
2.41
13.01
15.20
200
.080
15.25
3.01
18.26
21
200
.080
38.50
3.01
41.51
46.50
183
.087
5.20
3.29
8.49
10.55
190
.084
5.95
3.17
9.12
11.20
3285
Border,
3" X
3290 3300
6" x
1
2"
tile
tile I
Porcelain type,
1" x 1" color group 2,
color,
1
2"x2"or 2"xl",
3310 3350
For
random blend, 2
3360
4
3370
colors,
thin set
add
For abrasive non-slip
4300
Specialty
4500
Add
for
4-1/4"
tile,
epoxy grout,
2" X 2"
4600
1
/4"
/1 6"
1
1.10
1.50
1.50
1.65
.65
.65
.72
/4"
x 4-1
and 8-1 /2" x 4-1 /4", 4
Floors, unglazed, 2 S.F. sheets.
5110
1
1
/2", decorator " x
1
"
finish
tile
tile
Pregrouted sheets, walls, 4-1
S.F. sheets, silicone
5500
6" X 4-1/4"
5700
8-1/2"
X
5800
6" X 6"
tile
5810
8" X 8"
tile
5820
1
2" X 12"
tile
5830
1
6" X 16"
tile
6000
Decorated wall
6100
Maximum
/4"
.48
183
.087
10.40
3.29
13.69
16.30
1
800
.020
.66
.75
1.41
1.84
i
820
.020
- -
.61
.73
1.34
1.75
D-7
240
.067
S.F.
5.05
2.51
7.56
9.25
D-7
180
.089
S.F.
5.05
3.34
8.39
10.50
190
.084
2.26
3.17
5.43
7.15
190
.084
2.92
3.17
6.09
7.90
190
.084
4.86
3.17
8.03
175
.091
3.12
3.44
6.56
170
.094
4.27
3.54
7.81
9.90
160
.100
4.35
3.76
8.11
10.35
150
.107
4.77
4.01
8.78
11.15
270
.059
3.18
2.23
5.41
6.80
180
.089
49.50
3.34
52.84
59.50
102
.157
7.15
5.90
13.05
16.55
93
.172
5.20
6.45
11.65
15.25
100
.160
4.27
6
10.27
13.55
100
.160
5.80
6
11.80
15.25
93
.172
6.50
6.45
12.95
16.70
.41
.75
1.16
1.56
.35
.35
.51
/4", 6" x 4-1/4" grout
Urethane adhesive Walls, interior, thin set, 4-1
.44
D-7
.44
x
joint,
5100
6300
1
add
tile,
x 4-1
4810
5400
add
colors,
For color group 3, add
3380
4800
1
2"
x 4-1
/4"
tile
tile
4-1/4"
tile
tile,
4-1
Exterior walls, frostproof,
/4"
mud
x 4-1
set,
/4", minimum
4-1 /4"
x
4-1 /4"
1-3/8" X 1-3/8"
6400 6600
Crystalline glazed, 4-1
6700 6900
x 4-1
X 4-1/4", scored
6" X 6"
plain
6" 1 /1
7000
For epoxy grout,
7200
For
tile
set in dry mortar,
7300
For
tile
set in Portland
9300
Ceramic
tiles,
/4"
4-1/4"
joints, 4-1
/4", mud
set, plain
tile
/4"
tile,
add
add
cement mortar, add
recycled glass, standard colors, 2" x 2" thru
9310
6"x6"
9320
8" X 8"
9330
12"xl2"
6" x 6"
® m
[G]
[G] r
10 8.50
800
.020
1735
.009
290
.055
2.07
2.23
3.24
190
.084
20
3.17
23.17
26.50
.16
175
.091
20
3.44
23.44
27
170
.094
22
3.54
25.54
29.50
160
.100
22
3.76
25.76
30
1
r
329
9 3 :»lrirfi 09 30 13 - Ceramic Tile
9350
6"x6"
9360
8"x8"
9370
12"xl2" Deep
2" x 2"
colors,
9390
6"x6"
9400
8" X 8"
9410
I2"x12"
09 30 13«20 Ceramic 0010
CERAMIC
TILE
4" x 8"
to
D-7
190
.084
S.F.
175
Regrout
4-1
/2
x 4-1
/2,
Clab
1
or larger, wall
ITilf
Floar
Seal
tile
Material
2014 Bare Labor
Total
Costs
Equipment
IndO&P
Total
25
3.17
28.17
32
.091
25
3.44
28.44
32.50
170
.094
26
3.54
29.54
33.50
160
.100
26
3.76
29.76
34
190
.084
29.50
3.17
32.67
37
175
.091
29.50
3.44
32.94
37.50
170
.094
31
3.54
34.54
39
160
.100
31
3.76
34.76
39.50
«
Grout removal, carbide tipped, rotary grinder
1200
Unit
REPAIRS
1100 1150
Hours
Tile Repairs
1000
tile
Labor-
Output
m m m m m m m m
4" x 8"
Earthtones, 2" x 2" to
9380
Daily
Crew
'
09 30 13.10 Ceramic 9340
Tiling
and grout
240
.033
L.F
100
.080
S.F
125
.064
360
.022
1.22
1.22
1.88
.14
3.36
3.50
5.10
.15
2.68
2.83
4.13
.93
.93
1.38 j
09 30 13.45 Ceramic 0010
CERAMIC
TILE
Tile
Accessories
ACCESSORIES /8"
0100
Spocers,
1310
Sealer far natural stane
1
1.98
C installed
tile,
1
Tilf
1.98
2.18
.52
.57
.82
650
.012
S.F.
no
.145
L.F.
5.35
5.45
10.80
13.95
120
.133
4.39
5
9.39
12.25
no
.145
4.50
5.45
9.95
13
130
.123
-
4.50
4.63
9.13
11.75
120
.133
S.F
7.05
5
12.05
15.15
11.60
14.40
10.68
13.45
.74
.74
.81
.45
.45
.50
.05
09 3016 - Quarry Tiling 09 30 16.10 Quarry 00] 0
QUARRY
Tile
TILE
0100
Base, cove or sanitary,
0300
Bullnose trim, red,
mud
mud
set, to
4" X 4" X 1/2"
thick
0600
4" X 8" X
thick, using
0700
Floars,
mud
set,
high,
6" x 6" x
set,
0400
/2" 1
5"
1,000 S.F
/2" 1
/2"
1
thick
0-7
thick
8" as edge 4"
lets, red,
x
4" x
1
/2"
thick
0900
6"x6"xl/2"
thick
140
.114
7.30
4.30
1000
4"x8"xl/2"
thick
130
.123
6.05
4.63
1300
For
1500
Far non-standard colors, add
1600
1800
waxed
coating,
f
add
tile,
imparted, 6" x 6" x
3/4"
8"x8"xl"
1900
2100
For thin set mortar application, deduct
2200
For epoxy grout
2700 2800
3000 3100 3300 3400
0-7
Stair tread,
&
mortar, 6" x
6" x 6" x 3/4",
6" x 1/2", add
plain
Abrasive
Wainscot, 6" x 6" x
1
/2",
sill,
.133
7.85
5
8.55
5.45
12.85
16
14
17.45
no
.145
700
.023
350
.046
2.02
1.72
50
.320
6.95
12.05
19
25.50
47
.340
5.95
12.80
18.75
25.50
.152
4.63
5.75
10.38
13.55
5.15
5.75
10.90
14.10 16.65
.86
.86
3.74
1.27
4.75
1
105
Non-standard colors
Window
120
105
thin set, red
.56
.51
.51
Far abrasive surface, add
Brawn
6" wide, 3/4"
thick
Corners
w
’i
09 30 23 - Glass Mosaic
.152
90
.178
L.F.
6.20
6.70
12.90
80
.200
Fa.
6.65
7.50
14.15
18.40
73
.219
S.F
16.45
8.25
24.70
30.50 34.50
Tiling
09 30 23.10 Glass Mosaics 0010 0300
GLASS MOSAICS 3/4" Calor graup
1
&
tile
on
1
2" sheets, standard grout D-7
2
:
20.50
8.25
28.75
:
26
8.25
34.25
40.50
.219
27.50
8.25
35.75
42
.219
35.50
8.25
43.75
51
73
.219
43.50
8.25
51.75
60
64
.250
54
9.40
63.40
73.50
0350
Color group 3
73
.219
0400
Color group 4
73
.219
0450
Color group 5
73
0500
Color group 6
73
0600
Color group 7 Color group 8, golds, silvers
0700
330
&
specialties
30
Tilins
'
09 30 23.10 Glass Mosaics 1020
1
1040
l"x
1060
"
2"
on
tile
2" sheets, opalescent
1
12"
2"tile on
on
tile
1080
5/8"
1600
Dots on
X
1
random 1
Labor-
Output
Hours
Unit
D-7
73
.219
S
73
tile, linear,
on
1
tiles
For glass mosaic
tile
1730
For polyblend sanded
in
tile
09 30 29 - Metal 09 30 29.10 Metal
O&P 31.50
.219
17.30
8.25
25.55
31
73
.219
17.10
8.25
25.35
31
73
.219
28
8.25
36.25
43
73
.219
28
8.25
36.25
43
290
.055
.45
2.07
2.52
3.56
290
.055
r
.01
2.07
2.08
3.07
1f
96.15
.166
L
I
2.19
6.25
8.44
11.60
2 Carp
512
.031
S.F.
27.50
1.43
28.93
32
14.80
1.43
16.23
18.45
2.23
2.41
4.64
6
2.55
2.41
4.96
6.35
3.48
4.30
cement mortar, add
grout
F.
Tiling
Tile
TILE 4' x 4' sheet,
24
go.,
tile
pattern, nailed
Stainless steel
ff
ff
0400
Ind
Total
25.80’
2" sheet, blend
Portland
Total
Costs
Equipment
Labor
8.25
set in dry mortar, add
set
2014 Bare Material
17.55
finish
2" sheet
For gloss mosaic
METAL
Daily
Crew
sheet, blend
1700
0200
V-
2" sheet, blend
1720
0010
••
-
512
Aluminized steel
.031
09 34 Waterproofing-Membrane Tilmg 09 34 13 - Waterproofing-Membrane Ceramic 09 34 13«10 Ceramic 0010
CERAMIC
0020
On
0030
0060 0070 0080
WATERPROOFING MEMBRANE
TILE
Fleece laminated polyethylene grid,
5/1 6"
On
1/8"
250
D-7
thick
.064
S.F. ff
t
250
.064
D-7
480
.033
S.F.
2.23
1.25
ITilf
240
.033
L.F.
1.32
1.40
2.72
3.51
180
.044
1.68
1.86
3.54
4.60
120
.067
w
2.05
2.80
4.85
6.35
32
.250
Fa.
6.20
10.50
16.70
22.50
32
.250
7.35
10.50
17.85
23.50
thick
walls, including thinset
Fleece laminated polyethylene sheet, 8 mil thick Accessories, including thinset Joint
and corner sheet, 4 mils
0090
7-1 /4" wide
0100
1
0110
Waterproofing Membrane
floors, including thinset
0040 0050
Tile
Tiling
thick,
5" wide
0" wide
Pre-formed corners, inside
.
0120
Outside
'•
;
0130
2" flanged
0140
EPS, sloped shower floor
0150
floor drain with
6"
stainless steel grate
Curb
1 r
09 51 23 " Acoustical
0100
0300
SUSPENDED ACOUSTIC CEILING
3/4"
0500
3"
thick, thermal,
0820
1-1/2"
1125
4.77
.70
32
.250
IF.
13.50
10.50
625
.013
S.F.
1.02
.59
1.61
2.03
600
.013
1.67
.61
2.28
2.78
450
.018
1.90
.82
2.72
3.35
500
.016
2.01
.73
2.74
3.34
485
.016
2.74
.76
3.50
4.18
475
.017
2.50
.77
3.27
3.94
625
.013
1.25
.59
1.84
2.29
625
.013
1.21
.59
1.80
2.24
600
.013
1.66
.61
2.27
2.77
21
5.47
24
6.30
30.50
TILES, not including
2'x2'or2'x4', 5/8"
Mineral fiber
thick
1
Carp
Rll
Glass cloth faced fiberglass,
0700
1115
S.F.
Tiles
thick
1" thick
1110
445
.017
suspension system Fiberglass boards, film faced,
0400
0600
401
.500
Tile Ceilings
09 51 23.10 Suspended Acoustic Ceiling 0010
380
16
480
thick,
tile, lay-in,
3/4"
thick
nubby face
2'x2'or2'x4', 5/8"
thick, fine texture
Rough textured
3/4"
thick, fine textured
1130
Rough textured
600
.013
1.65
.61
2.26
2.76
1135
Fissured
600
.013
2.70
.61
3.31
3.91
,
:
331
:
^Acoustical 09 51 23 - Acoustical
Ceilings
Tile Ceilings
09 51 23.10 Suspended Acoustic Ceiling 1150
5/8"
Tegular,
1155
Tiles
Crew
thick, fine textured
1
Carp
Rough textured
3/4"
1165
thick, fine textured
Daily
Labor-
Output
Hours
Unit S.F.
2014 Bare Material
Labor
Total
Costs
Equipment
InclO&P
Total
470
.017
1.64
.78
470
.017
1.18
.78
1.96
2.50
450
.018
2.70
.82
3.52
4.23
2.42
3
1170
Rough textured
450
.018
1.54
.82
2.36
2.95’
1175
Fissured
450
.018
2.70
.82
1185
For plostic film face, add
1190
For
1300
Mirror
1900
Eggcrate, acrylic,
2100
fire rating,
2' x 2'
tile, acrylic,
1
/2"
x
1/2"
1/2"
X
1
/2"
1
x
3/8"
Polystyrene eggcrate,
2200
2400
add
/2"
1
x
Carp
cubes
3/8"
x
/2" 1
cubes
1/2" cubes
X
Luminous panels, prismatic,
3.52
4.23
.84
.84
.92
.45
.45
.50
500
.016
10.70
.73
11.43
12.90
500
.016
1.86
.73
2.59
3.18
510
.016
1.56
.72
2.28
2.83
500
.016*
1.74
.73
2.47
3.04
400
.020
2.26
.92
3.18
3.91
Polystyrene
400
.020
1.16
.92
2.08
2.70
white acrylic
400
.020
3.94
.92
4.86
5.75
2800
Polystyrene
400
.020
2.70
.92
3.62
4.39
3000
Drop pan, white,
400
.020
5.75
.92
6.67
7.75
3100
Polystyrene
400
.020
4.82
.92
5.74
6.70
490
.016
2.34
.75
3.09
3.73
500
.016
3.92
.73
4.65
5.45
600
.013
1.18
.61
1.79
2.24
2500 2700
3600
Flat
Perforated
3700
3720
acrylic
aluminum sheets, .024"
Mineral
fiber,
24"
x
3/4" 66 - 78%
5020
Mylar,
42%
24"
or
3/4"
recycled content,
3/4"
recycled content,
thick
Ceilings^
SUSPENDED CEILINGS, COMPLETE,
0600
Mineral
2' X 4' X
fiber,
0810
on
1
5/1 6"
Tegular, 2' x 2' x
1-1
incl.
5/8"
.64
2.18
2.67
1.87
.61
2.48
3
[§
600
.013
4.41
.61
5.02
5.80
1.72
.73
2.45
3.02
channels 1
Carp
tile
3/4"
3/4"
lay-in
board
tile
on 9/1 6"
grid
tile
0900
Luminous panels, prismatic,
1200
Metal pan with acoustic pad, steel
1300
carrier
T bar susp. 2' x 2' x
5/8"
2' X 4' X
0830
1.54
.013
3/4"
2' X 4' X
0820
.014
600
including standard
/2"
Fiberglass ceiling board, 2' x 4' x 5/8", plain faced
0800
575
®
Complete
suspension system but not
Offices,
thick
thick
0 1 00
0700
5/8"
48", reveal edge, painted,
thick
09 51 23,30 Suspended 0010
thick, corrugated, painted
Plain
3740
5040
acrylic
acrylic
Painted aluminum
500
.016
380
.021
2.37
.97
3.34
4.10
345
.023
2.57
1.06
3.63
4.46
380
.021
2.65
.97
3.62
4.40
250
.032
3.12
1.47
4.59
5.70
275
.029
3.02
1.33
4.35
5.40
255
.031
2.96
1.44
4.40
5.50
75
.107
4.48
4.89
9.37
12.50
75
.107
3.04
4.89
7.93
10.90
S.F.
^
1500
Aluminum, degreased
1600
Stainless steel
1800
Tile, Z
3/4"
,
.
bar suspension,
1900
finish
5/8"
mineral fiber
tile
tile
2400
For strip lighting, see Section
2500
For
5.15
4.89
10.04
13.25
9.70
4.89
14.59
18.20
r
1
;
150
.053
2.32
2.45
4.77
6.30
2.45
4.93
6.50
150
.053
,r
2.48
26 51 13.50 j
S.F.,
.107
.107
'
mineral fiber
rooms under 500
75
75
i
add
i
25%
S.F
09 51 53 - Direct-Applied Acoustical Ceilings 09 51 53.10 Ceiling 0010
CEILING
0100
1
0600
TILE, stapled or cemented
2" X
Mineral
2" 1
3/4"
0900
Fire rated,
1200
or
fiber, vinyl
0700
1000
Tile
Plastic
1
2" X 24", not
coated,
5/8"
thick
3/4"
thick, plain faced
coated face
Aluminum faced, 5/8"
thick, plain
3700
Wall application of obove, odd
3900
For ceiling primer, odd
332
including furring
thick
1
Carp
1.87
1.22
3.09
3.95
.027
1.78
1.22
3
3.85
.027
1.29
1.22
2.51
3.31
300
.027
300 300
S.F.
300
.027
1.29
1.22
2.51
3.31
300
.027
1.61
1.22
2.83
3.66
1000
.008
.37
.13
.37
.57
.13
.14
09 51 Acoustical Ceilings 09 51 53 " Direct-Applied Acoustical Ceilings 09 51 53.10 Ceiling Tile 4000
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
;
For ceiling cement, add
Total
Costs
Equipment
Labor
Totol
;
.381
.38
S.F.
IncI
O&P .42
53 Acoustical Ceiling Suspension Assemblies 09 53 23 - Metal Acoustical Celling Suspension Assemblies 09 53 23.30 Ceiling Suspension Systems 0010 0050
CEILING SUSPENSION SYSTEMS Class
A suspension system,
T
0300
0350
For
9/16"
0360
For
fire
For colored grid, add
0600
M /2"
3000 3050 3060
3100 3120
Carp
®
800
.010
650 800 650
.70
.46
1.16
1.48
,012
.91
.56
1.47
1.87
.010
.76
.46
1.22
1.54
.012
.95
.56
S
F.
1.51
1.91
.16
.16
.18
.09
.09
.10
.21
.23
520
.015
.78
.71
1.49
1.95
470
.017
.11
.78
.89
1.32
460
.017
.20
.80
65
.123
.31
65
.123
.62
.21
1
2" module
1
Carp >
4' O.C., add
carrier channels,
Carrier channels for ceilings with
recessed lighting fixtures, add
1
Carp
Hanging wire, 12 ga., 4' long
S
F.
C.5).F.
1
1.45
5.65
5.96
9.05
5.65
6.27
9.40
/
8' long Seismic ceiling bracing, IBC Site Class D, Occupancy Category
2500
For ceilings less than
Seismic
clips at
Seismic
II
S.F.
attached walls
For ceilings greater than
2500
clips, joints at
S.F.,
1
Carp
180
.044
Ea.
1
2.04
3.04
4.24
1
Carp
120
.067
Ea.
2.90
3.06
5.96
7.90
2.90
6.10
9
odd
cross tees
f
3140 3200
1
rated grid, add
Concealed Z bar suspension system,
1040
tile
add
grid,
0400
1080
and
2' x 4' grid
X 2' grid
0370
0900
bar,
2' X 2' grid
0320
0700
for boards
5/1 6" T
recycled steel, 2' x 4' grid
25%
0310
1
At cross tees and mains, mains field cut
Compression posts, telescopic, attached
30"
to structure
f
60
.133
12.65
above
3210
To
26
.308
27
14.10
41.10
52
3220
30"
to
48"
high
25.50
.314
43.50
14.40
57.90
70
3230
48"
to
84"
high
25
.320
52.50
14.65
67.15
80
3240
84"
24.50
.327
60
14.95
74.95
89
3250
102"
to
120"
high
24
.333
85.50
15.30
100.80
118
120"
to
144"
high
24
.333
95
15.30
110.30
129
240
.033
.78
1.53
2.31
3.22
3260
3300
high
to
1
02"
1
Carp
high
1%
Ea.
Stabilizer bars
2" long
3310
1
3320
24"
long
235
.034
.77
1.56
2.33
3.26
3330
36"
long
230
.035
.72
1.59
2.31
3.25
3340
48"
1 T
220
.036
.73
1.67
2.40
3.37
Carp
400
.020
.28
.92
1.20
1.72
240
.033
.55
1.53
2.08
2.97
3400 3410
3420
Wire support
1
long for light fixtures, per L.F. height to structure
Less than
10
lb.
Carp
Ea.
'1
r
above 1
LF.
//
10
lb.
to
56
lb.
333
54 Specialty Ceilmgs 09 54 33 ~ Decorative Panel Ceilings 09 54 33.20 Metal Panel Ceilings 0010
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
METAL PANEL CEILINGS *
0020
Lay-in or
0100
Tin ceilings, 2' x 2' or 2' x 4', bore steel finish
0120
Pointed white finish
300
.053
0140
Copper, chrome or brass finish
300
.053
L
F.
S
F.
screwed
to furring, not including grid
300
2 Carp
.053
S
F.
2.46
2.45
4.91
3.67
2.45
6.12
7.80
6.45
2.45
8.90
10.85
2.21
3.67
5.88
8.10
2.92
3.67
6.59
8.85 9.95
6.45-
''
0200 0220 0240
/2"
/2"
wide, 4' long, bore steel finish
200
.080
Painted white finish
200
.080
Copper, chrome or brass finish
200
080
3.91
3.67
7.58
150
.107
3.19
4.89
8.08
11.05
150
.107
4.25
4.89
9.14
12.20
150
.107
6.50
4.89
11.39
14.70
:.25o
.064
3.29
2.93
6.22
8.15
250
.064
3.80
2.93
6.73
8.70
250
.064
,
7.35
2.93
10.28
12.65
133
.060
S
5.05
2.20
Cornice molding, 2-1
to 3-1
L
5"
0320
to 6-1
/2"
wide, 4' long, bare steel finish
0340
Painted white finish
0360
Copper, chrome or brass finish
‘ _
0420
Flat molding,
3-1/2"
5" wide, 4' long, bare
to
0440
Painted white finish
0460
Copper, chrome or brass finish
steel finish
:
i
r
:
09 62 Specialty Flooring 09 6219 - laminate Flooring 09 62 19.10 Floating Floor 0010
FLOATING FLOOR
8300
Floating floor, laminate,
8310
Components, T
8320
Film
8330
Foam
wood
pattern strip, complete
& G wood
composite
1
Clab
F.
strips
7.25
8.95
4.02
4.02
4.42
.14
.14
.15
.25
.25
.28
I 1
8340
Adhesive
.65
.65
.72
8350
Installation kit
.17
.17
.19
8360
Trim,
3.85
3.85
4.24
8370
Reducer moulding
5.20
5.20
5.70
2" wide
r
x 3' long
L. F.
09 62 23 - Bamboo Flooring 09 62 23.10 Flooring, Bamboo 0010 8600 8610 8620
FLOORING, Flooring,
BAMBOO 5/8"
4" x 3'
255
.031
5/8"x4"x4'
[G]
275
.029
5/8"x4"x6'
[G]
295 255 275 295
wood, bamboo
strips,
unfinished,
x
1
8640
5/8"x4"x4'
® ®
8650
5/8"x4"x6'
[G]
8630
8660
8670 8680 8690 8700 8710
334
Finished,
5/8"
X
4"
Stoir treads, unfinished,
Finished,
-1
/1 6"
x
1
1
-1
1-1/16" xl 1-1/2"
Stair risers, unfinished,
Finished,
1
X 3'
5/8"
x 7-1
/2"
5/8" X 7-1/2" X 4'
/2" X 4'
x
x
4 '
Carp
® ®
4'
H]
Stair nosing, unfinished, 6' long
Finished, 6' long
®
1
4.53
1.44
5.97
7.20
4.70
1.33
6.03
7.20
.027
5.15
1.24
6.39
7.60
.031
4.99
1.44
6.43
7.70
.029
5.20
1.33
6.53
7.80
.027
r
4.54
1.24
5.78
6.90
18
.444
Ea.
43.50
20.50
64
18
.444
77
20.50
97.50
116
18
.444
16.05
20.50
36.55
49
18
.444
30.50
20.50
51
65
16
.500
35.50
23
58.50
74.50
23
65
81.50
16
.500
S.F.
1
42
79.50
63 Masonry Floorins 09 6313 " Brick Flooring 09 63 13.10 Miscellaneous Brick Flooring
Daily
Labor-
Crew
Output
Hours
Unit
Moterial
0-7
.43
37.209
M
685
1,400
2,085
2,825
0-1
.40
40
950
1,650
2,600
3,575
.40
40
930
1,650
2,580
3,550
95
.168
100
2014 Bare
Total
Casts
Equipment
Labor
Total
IncI
O&P
MISCELLANEOUS BRICK FLOORING
0010 0020
8" x 3-3/4" x
Acid-proof shales, red,
2-1/4"
0050
0200
1-1
/4"
thick
thick
8" x 3-3 /4" x
Acid-proof cloy brick,
2-1
/4"
thick
®
9" X 4-1/2" X 3"
0250
0270
6.95
11.09
15.15
.160
6.25
6
12.25
15.75
100
.160
8.35
6
14.35
18
95
.168
8.25
6.35
14.60
18.45
95
.168
10.35
6.35
16.70
21
85
.188
9.05
7.10
16.15
20.50
1r
85
.188
16.35
7.10
23.45
28.50
0-1
80
.200
.83
8.25
9.08
13.50
65
.246
1.44
10.15
11.59
17.10
95
.168
3.64
6.35
9.99
13.35
95
.168
5.15
6.35
11.50
15
95
.168
3.51
6.95
10.46
14.45
95
.168
5.10
6.95
12.05
16.20
90
.178
3.57
7.35
10.92
15.15
90
.178
5.55
7.35
12.90
17.30
42
.381
1.38
15.75
17.13
25.50
48
.167
1.66
7
8.66
12.15
48
.167
1.40
7
8.40
11.85
0-1
600
.027
2.77
1.10
3.87
4.73
600
.027
2.30
1.10
3.40
4.21
A-IH
1000
.008
.20
.29
.57
.75
D-7
60
.267
60
.267
60
.267
r
Cost ceramic, pressed, 4" x 8" x 1/2", unglozed
0260
4.14
0-7
Glazed
0280
Hand molded
0290
flooring,
4" x 8" x 3/4", unglozed
Glazed
8" hexagonal, 3/4"
0300 0310
thick,
unglozed
Glazed
0400
Heavy duty
0450
cement mortar bed, 2"
industrial,
1/4" wide
Acid-proof joints,
0500
Pavers,
8" x 4", 1"
thick, not inch brick
to 1-1
/4"
0-7
thick, red
S.F.
/f
0510
Ironspot
1-3/8"
0540
0560
to
1-3/4"
0-1
thick, red
Ironspot
2-1/4"
0580 0590
thick, red
Ironspot
0700
Paver,
adobe
0710
Mexican
0720
6" x
brick,
Saltilla,
red,
1
1
2" X
2",
1
2" x
1
/2"
®
joint
ITilf
2"
f
1
0800
For sidewalks and patios with pavers, see Section
0870
For epoxy joints, odd
0880
For Furon underlayment, add
0890
For
waxed
surface,
1r
2" 1
1
r
32 14 16.10
steam cleaned, add
S.F.
1
.08
09 63 40 - Stone Flooring 09 63 40.10 Marble MARBLE
00] 0
0020
Thin
0100
1000
tile,
1
:
2" X
0020 0200
2" x 6", 3/8", white Carom
1
On
2" X 3/8",
thin set, floors
walls
Marble threshold, 4" wide x 36" long x
09 63 40.20 Slate 0010
1
Travertine
0200 0300
gauge
5/8"
S.F.
14.90
10.05
24.95
31
13.30
10.05
23.35
29.50
9
10.05
19.05
24.50
52
.308
9.85
11.55
21.40
28
60
.267
Ea.
9
10.05
19.05
24.50
180
.089
S.F.
7
3.34
10.34
12.65
295
.027
S.F.
3.52
1.24
4.76
5.80
125
.064
3.64
2.93
6.57
8.55
125
.064
3.57
2.93
6.50
8.45
125
.064,
4.12
2.93
7.05
9.05
i
1
^
'
thick,
white
^
Tile
SLATE TILE Vermont, 6" x 6" x
See
64
1
/4"
also Section
Wood
09 64 16 -
D-7
thick, thin set
32 14 40.10
Wood
Flooring
Block Flooring
09 64 16.10 End Grain Block Flooring 0010 0020 0400
END GRAIN BLOCK FLOORING End grain flooring, coated, 2" thick Natural finish,
0600
1-1/2"
0700
2"
1"
thick,
thick, pine
thick, pine
fir
:
1
Carp
: ;
1
:
j
1
1
335
6
ES
Wood
64
Flooring
Wood Composition
09 64 19 -
Wood
09 64 19.10
'
Flooring
Composition
Crew
Daily
Lobor-
Output
Hours
2014 Bare Material
Unit
Labor
Total
Costs
Equipment
Total
j
IncI
O&P
1 u 1
0010 0100
(
WOOD COMPOSITION Gym floors 2-1
/4"
0200
d
X 6-7/8" X 3/8", on 2" grout setting bed
0-7
150
.107
"
250
.064
Karp
200
.040
Carp
160
.050
100
.080
160
Thin set, 'on concrete
6.05
4.01
10.06;
5.50
2.41
7.V1
9.60
.83
1.83
2.66
3.74
4.14
2.29
6.43
8.10
7
3.67
10.67
13.35
.050
4.86
2.29
7.15
8.90
100
.080
8.50
3.67
12.17
15
160
.050
9.50
2.29
11.79
14
100
.080
14.40
3.67
18.07
21.50
100
.080
15.65
3.67
19.32
23
21
S.F.
^
12.55
R
'
0300
Sanding ond
odd
finishing,
09 64 23 - Wood Parquet Flooring 09 64 23.10 Wood Parquet 0010 5200
WOOD
PARQUET
flooring
Parquetry, standard,
5/1 6"
not inch
thick,
finish,
oak,
minimum
1
Maximum
5300
S
F.
I
5500
Teak,
minimum
Maximum
5600 5650
1
3/1 6"
thick, select
minimum
grade oak,
Maximum
5700 5800
Custom parquetry,
minimum
including finish,
Maximum
5900
6700
Parquetry, prefinished white oak,
5/16"
thick,
minimum
Maximum
6800 7000
Walnut
or teak, porquetry,
minimum
Moximum
7100 7200
Acrylic
7210
wood parquet
blocks,
Irradiated, set in
2" x
1
1
’
50
.160
7.35
28.35
34.50
160
.050
4.27
2.29
6.56
8.25
100
.080
4.69
3.67
8.36
10.80
160
.050
5.35
2.29
7.64
9.45
100
.080
9.35
3.67
13.02
15.95
2" x 5/1 6",
epoxy
1
Carp
160
.050
S.F.
7.80
2.29
10.09
12.10
1
Carp
255
.031
S.F.
2.74
1.44
4.18
5.25
255
.031
2.58
1.44
4.02
5.05
170
.047
5.75
2.16
7.91
9.70
170
.047
4.29
2.16
6.45
8.05
170
.047
4.49
2.16
6.65
8.25
170
.047
4
2.16
6.16
7.75
170
.047
2.98
2.16
5.14
6.60
170
.047
4.24
2.16
6.40
8
170
.047
4.12
2.16
6.28
7.85
170
.047
4.69
2.16
6.85
8.50
185
.043
5.10
1.98
7.08
8.65
145
.055
7.15
2.53
9.68
11.75
160
.050
5.90
2.29
8.19
10.05
r
200
.040
1.49
1.83
3.32
4.47
Clab
400
.020
.88
.73
1.61
2.10
130
.062
09 64 29 - Wood Strip and Plank Flooring 09 64 29.10 Wood 0010
0020
WOOD Fir,
0100 4000
C grade
Maple,
#2 &
33/32"
4300 4400
&
x 2-1/4", not
/4", not
Oak, white or red,
4900
Select quartered,
5000
Clear
x 2-1 /4", not
Carp
2-1/4" wide
/4" wide
3-1/4" wide Ranch plank
6500
Hardwood blocks, 9"
3/4"
Yellow pine, Refinish
7600
wood
x 9",
x 3-1 /8", T
floor,
25/32"
thick
&
better, not incl. finish
G, C
&
sond, 2 coats poly, wax, soft wood, min.
1
Hord wood, mox.
7800
Sanding and
7900
Subfloor and underlayment, see Section
finishing,
Transition molding,
09 64 66 -
295
2 coots polyurethane
2 1/4"
06
S.F.
;
.027
1.31
2.26
3.57
4.92
JL
.88
.99
1.87
2.50
41.50
'
1
wide, 5' long
Wood Athletic
-
incl. finish
1
6400
8015
select
#1 grade
incl. finish,
Prefinished, white oak, prime grode, 2-1
6200
7500
incl. finish,
r
25/32"
#1 common
7400
better
better
4700
6100
&
better
X 3-1
#2 &
grade B
finish,
better
25/32"
strip,
4100
4600
1" x 4", not inch
vertical grain,
1
Corp
19.20
.417
Fa.
10.70
19.10
29.80
100
.080
S.F.
3.77
3.67
7.44
9.80
3.74
8.50
11.05
Flooring
09 64 66.10 Gymnasium Flooring 0010 0600 0700 0900
336
GYMNASIUM FLOORING Gym
floor, in
25/32"
mastic, over 2 ply thick
felt,
33/32"
thick
#2 &
better
Karp
maple maple
98
.082
4.76
I
64
Wood
09 64 66 -
Floorins
Wood Athletic
Flooring
09 64 66.10 Gymnasium Flooring 1/2" corkboard underlayment, add
1000
For
1300
For#l grade maple, add Maple
1600
25/32"
2000
For #1 grade, add
2200
For
With two
2500
Maple,
/2"
1
Unit
750
.011
S.F.
2014 Bare Material
.97
.49
Total
Costs
Equipment
Labor
Totol
Incl
O&P
1.46
1.82
.50
.55
Carp
85
.094
83
4.63
4.32
8.95
11.75
.096
5.40
4.42
9.82
12.75
.54
.59
350
.023
1.20
1.05
2.25
2.94
69
.116
,r
5.80
5.30
11.10
14.55
76
.105
S.F.
6.20
4.83
11.03
14.30
73
.110
6.65
5
11.65
15.05
.71
.71
.78
.54
.54
.59
.29
.29
.32
S.F.
.54
add
1
subfloors,
#2 &
incl. finish,
2600
Hours
better
thick
subfloor,
1
Carp
Output
t
33/32"
2300
#2 &
thick
1900
3/4"
1
Lobor-
.50
floaring, over sleepers,
1700
Crew
Daily
Sleepers, with
btr.,
two
1
25/32"
25/32"
/2"
Carp
thick
on rubber
thick,
subfloors
1
Carp r
2800
With steel spline, double connection to channels
33/32"
2900
For
3100
For#l grade maple, add
maple, add
3500
For termite proofing
3700
Portable hardwood, prefinished panels
all
of the above,
add 1
Carp
Insulated with polystyrene, 1" thick, add
3720 3750
Running tracks, Sitka spruce surface,
3/4" plywood
3770
25/32"
x
2-1/4"
surface, finished
r
83
.096
8.30
4.42
12.72
15.90
165
.048
.71
2.22
2.93
4.21
62
.129
15.20
5.90
21.10
100
.080
3.60
3.67
7.27
9.60
160
.050
1.16
2.10
3.26
4.37
1
26
09 65 Resilient Flooring 09 65 10 - Resilient
Tile
Underlaymcnt
09 65 10»10 Latex Underlayment 0010
LATEX UNDERLAYMENT
3600
Latex underlayment,
4000
1
/8"
thk., cementitiaus for resilient flooring
ITilf
S.F.
Liquid, fortified
Gal.
34
34
37.50
[09 6513 - Resilient Base and Accessories 09 65 13.13 Resilient Base 0010 0690
RESILIENT BASE
/8"
/2"
315
.025
0700
4" high
315
0710
6" high
315
315
.025
315
.025
315
.025
1
0720
Corners, 2
1
1
/2"
H, straight or cove, standard colors
ITilf
high
4" high
0730
6" high
0740 0800
vinyl base, 2
1/8"
rubber base,
1100
4" high
1110
6" high
1150
Corners, 2
2 /2"
/2" 1
1153
4" high
1155
6" high
1
H, straight or cove, standard colors
high
1.34
1.07
2.41
3.04
.025
1.26
1.07
2.33
2.96
.025
1.52
1.07
2.59
3.24
2.02
1.07
3.09
3.79
2.56
1.07
3.63
4.39
2.99
1.07
4.06
4.86
1.13
1.07
2.20
2.81
1.26
1.07
2.33
2.96
1.65
1.07
2.72
3.39
1.70
1.07
2.77
3.44
2.51
1.07
3.58
4.33
3.15
1.07
4.22
5.05
5.85
1.07
6.92
8
315
.025
315
.025
315
.025
315
.025
315
.025
315
.025
L.F.
Eo.
:
L.
1r Ea.
'' .
1450
For
1500
Millwork profile
premium
color/finish
09 65 13.23 Resilient
Stair Treads
0010
RESILIENT STAIR TREADS
0300
Rubber, maided trend,
0400 0600 0700 0900 1000
50%
add
1
AND
and
ITilf
315
.025
L.F.
ITilf
115
.070
L.F.
14.10
2.92
17.02
19.80
115
.070
14.50
2.92
17.42
20.50
115
.070
13.60
2.92
16.52
19.25
115
.070
14.10
2.92
17.02
19.80
115
.070
22
2.92
24.92
29
120
.067
16.10
2.80
18.90
22
Risers
RISERS
2" wide, 5/1 6"
thick, black
Colors
1/4"
thick, block
Colors Grip strip safety tread, colors,
3/16"
5/1 6"
thick
thick ’’
'
337
9 65 Resilient Flooring 09 6513 -
09 65 13.23 Resilient 1200
and Accessories
Resilient Base
and
Stair Treads
Landings, smooth sheet rubber,
/8"
1
Risers
thick
Daily
Labor-
Crew
Output
Hours
Unit
ITilf
120
.067
S F
1
Total
201 4 Bare Costs Labor
Material
Equipment
2.80
6.95
Total
IncI
O&P
9.75
11.75 13.75
1
s
3/1 6"
1300
1500
Nosings,-3" wide,
1600
3/1 6"
thick, block
Colors
1800
7"
Risers,
1900
2100
thick
1/8"
high,
thick, flat
Coved Vinyl,
molded
treod,
1/4"
2200
/8" 1
colors,
thick
thick
2300
Landing material,
2400
Riser,
2500
Tread and
7"
2" wide,
1
high,
1
/8"
/8"
1
thick
coved
thick,
combined, 1/8" thick
riser
1f
120
.067
140
.057
2.80
11.55'
3.94
2.40
6.34
7.85
8.75 L. F
•
140
.057
4.29
2.40
6.69
8.25
250
.032
6.65
1.34
7.99
9.35
250
.032
8.25
1.34
9.59
11.10
115
.070
6.95
2.92
9.87
11.95
115
.070
8.75
2.92
11.67
13.95
200
.040
S F
6.95
1.68
8.63
10.10
175
.046
IF.
3.95
1.92
5.87
7.20
80
.100*
10.45
4.20
14.65
17.70
r
/f
09 65 16 - Resilient Sheet Flooring 09 65 16.10 Rubber and Vinyl Sheet Flooring OOtO
RUBBER AND VINYL SHEET FLOORING
5500
Linoleum, sheet goods
5900
Rubber, sheet goods,
5950
3/1 6"
6000
1/4"
8000
[§
36" wide,
/8" 1
thick
thick
Vinyl sheet goods, backed,
.065"
minimum
thick,
Maximum
8050
.080"
8100
minimum
thick,
Maximum
8150
.125"
8200
minimum
thick,
Maximum
8250 8400
For welding seams, odd
8700
Adhesive cement,
1
8800
Asphalt primer,
8900
Emulsion,
1f
gallon per
1
gallon per
1
200
gallon per
MISCELLANEOUS RESILIENT Cork
tile,
stondord
finish,
2250
3/16"
thick
2300
5/1 6"
thick
1/2"
2350 2500
Urethane
finish,
2550 2600
5/16"
2650
1/2" Rubber
tile,
6410
6700 6750 6810 6850 7000 7050
m m m m m m m m
thick
thick
1
2" x
plain colors,
1
/8" 1
2",
ITilf
thick
1
/8"
thick
thick
Raised, radial or square,
minimum
Moximum
6430
For golf course, skating rink, etc.,
Synthetic
turf,
3/8"
1/4"
thick
thick
1r
Interlocking 2' x 2' squares,
cemented,
1/2"
for playgrounds,
thick,
tile,
1
minimum
ITilf
2" x
1
2",
1
/1
6"
thick
10.35
3.36
13.71
16.35
.089
12.25
3.73
15.98
19
250
.032
4.10
1.34
5.44
6.50
200
.040
5
1.68
6.68
7.95
230
.035
4.10
1.46
5.56
6.65
200
.040
5.90
1.68
7.58
8.95
230
.035
4.25
1.46
5.71
6.85
200
.040
7.50
1.68
9.18
10.70
100
.080
.20
3.36
3.56
5.15
315
L
F
27
27
29.50
14
14
15.40
18
18
19.80
.025
S.F.
7
1.07
8.07
9.25
8.82
10.10
315
.025
7.75
1.07
315
.025
8.45
1.07
9.52
10.80 13.30
315
.025
10.70
1.07
11.77
315
.025
9.50
1.07
10.57
12
315
.025
10.30
1.07
11.37
12.90
315
.025
11.70
1.07
12.77
14.40
315
.025
15.75
1.07
16.82
18.90
400
.020
7.25
.84
8.09
9.20
400
.020
9.25
400
.020
10
400
.020
10.25
.84
10.09
11.45
.84
10.84
12.25
.84
11.09
12.55
8.84
10.05
400
.020
8
.84
400
.020
11
.84
11.84
13.35
17.15 13.15
275
.029
13.95
1.22
15.17
90
.089
6.95
3.73
10.68
210
.038
6.25
1.60
7.85
9.25
13.40
1.77
15.17
17.35
.86
.67
1.53
1.94
.67
2.88
3.42
190
.042
500
.016
500
Embossed 1
338
.080
90
not
Maximum Vinyl composition
100
FLOORING
TILE
thick
3/16"
6350
12.50
Tile Flooring
thick
tile,
5.30
10.45
r
thick
Special
4.52
2.80
Gol.
thick
3/16"
6300
/8"
.93
7.65
S.F
Tile Flooring
/8"
morbleized colors,
6100
6450
1
3.59
.067
300 S.F
to
thick
3/1 6"
6050
1
.022
120
300 S.F
09 65 19.10 Miscellaneous Resilient
2200
360
140 S.F
09 6519 ~ Resilient 001 0
ITilf
thick
S.F.
•1
2.21
.016 "I
09 65 Resilient Flooring 09 65 19 - Resilient
Tile Flooring
09 65 19.10 Miscellaneous Resilient 7100
Morbleized
7150
Solid
3/32"
7200
Tile Flooring
Doily
Labor-
Crew
Output
Hours
Unit
ITilf
500
.016
S.F.
500 embossed
thick,
2014 Bare Moteriol
Labor
Total
Costs
Equipment
Total
IncI
O&P
2.21
.67
2.88
3.42
.016
2.85
.67
3.52
4.13
500
.016
1.46
.67
2.13
2.60
7250
Morbleized
500
.016
2.54
.67
3.21
3.78
7300
Solid
500
.016
2.36
.67
3.03
3.59
500
.016
2.22
.67
2.89
3.43
500
.016
2.26
.67
2.93
3.48
7350
1
/8"
7400 7450 7500
thick,
morbleized
Solid
Conductive Vinyl
12" x 12", .050"
tile,
minimum
thick,
Moximum
7550
1/8"
7600
thick,
minimum
500
.016
6.70
.67
7.37
8.35
500
.016
3.42
.67
4.09
4.75
500
.016
7
.67
7.67
8.70
500
.016
4.99
.67
5.66
6.50
3.65
.67
4.32
5
7650
Solid colors
500
.016
7700
Morbleized or Trovertine pottern
500
.016
5.90
.67
6.57
7.50
7750
Florentine pottern
500
.016
6.30
.67
6.97
7.95
7800
Moximum
500
.016
.67
13.67
15.30
315
.025
6.60
1.07
7.67
8.80
8.75
1.07
9.82
11.20
3.19
16.65
19.84
28
5.60
55.50
61.10
88
13
09 65 33 “ Conductive Resilient Flooring 09 65 33.10 Conductive Rubber and Vinyl Flooring 0010 1700 1800
CONDUCTIVE RUBBER AND VINYL FLOORING Conductive flooring, rubber
Homogeneous
vinyl
1/8"
tile,
tile,
ITilf
thick
"
/8" 1
thick
"
315
Terrazzo Flooring
•
S.F.
.025
r-
09 6613 - Portland Cement Terrazzo Flooring 09 66 13.10 Portland Cement Terrazzo 0010
PORTLAND CEMENT TERRAZZO,
0020
Cove base, 6" high,
0100
Curb,
0300
Divider strip for floors,
Brass
0600
Heavy top
0900
place
in
R0966 1 3
1
1
Mstz
strip
1
4
1/4"
go.,
M
/4"
thick, 1-1
deep, zinc
/4"
deep, zinc
Golv. bottoms, brass
1200
For thin set floors,
1300
1
6 go.,
1
/2"
x
1
/2",
zinc
Brass Floor,
bonded
1600 1800
cast
6 go. zinc
6" high and 6" wide
0400
1500
1
to concrete,
1-3/4"
thick,
gray cement
J-3
White cement, mud set Not bonded, 3"
1900
total thickness,
White cement,
mud
gray cement
set
r
20
.400
6
1.333
375
.021
1.46
.89
2.35
2.92
375
.021
2.56
.89
3.45
4.13
L. F.
300
.027
2.08
1.11
3.19
3.93
300
.027
3.32
1.11
4.43
5.30
350
.023
.98
.95
1.93
2.48
350
.023
75
.213
75
70 70
.229
3.34
4.03
3.87
15.30
19.85
8.15
3.87
15.67
20.50
8.75
4.15
16.98
22
8.75
4.15
17.66
22.50
2.32
10.29
13.15
9.70
33.51
44.50
70.35
94
2.39
.95
3.28
8.15
.213
3.65
.229
4.08 4.76
S.F.
- -
2100
For Venetian terrazzo, 1" topping, add
50%
50%
2200
For heavy duty abrasive terrazzo, add
50%
50%
2700
/2" 1
2710 3000 3100
Monolithic terrazzo,
^10'
thick
panels
J-3
Stairs, cast in place,
pan
filled
treads
125
.128
S
30
.533
L. F.
14
1.143
F.
3.08
4.89
3.31
20.50
5.85
43.50
/t
Treads and risers
3300
For stair landings, add to floor prices
3400
Stair stringers
and
21
50% 30
.533
S.F.
5.50
20.50
9.70
35.70
46.50
3600
For abrasive metal nosings on stairs, add
150
.107
L.F.
9.05
4.08
1.94
15.07
18.10
3700
For abrasive surface finish, add
600
.027
S.F.
3900
For raised abrasive strips, add
150
.107
L.
30
.533
S.F.
40
.400
4000
4200
fascia
Wainscot, bonded, 1-1/2" thick
1/4"
thick
J-3
F
1.52
1.02
.48
3.02
3.70
1.32
4.08
1.94
7.34
9.60
3.88
20.50
9.70
34.08
45
5.45
15.30
7.25
28
36.50
t
339
9
Terrazzo Flooring
y
09 6613 - Portland Cement Terrazzo Flooring i
09 66 13.10 Portland Cement Terrazzo 4300
Stone chips, onyx gemstone, per 50
lb.
0010
0020 0500
Tile
Labor-
Output
Hours
2014 Bare Labor
Material
Unit
bog
09 66 16 - Terrazzo Floor 09 66 16.10
Crew
Daily
Bog
Costs
Equipment
16.50
1
Total !
Total IncI
{j
O&P
16.50
18.15
Tile
or Terrazzo Base
OR TERRAZZO BASE
TILE
IMstz
Scratch coot only
brown coot only
Scratch and
150
"
09 66 16.13 Portland Cement Terrazzo Floor
75
.053
.43
2.22
2.65
3.74
.82
4.44
5.26
7.45
S.F.
„
.107
i '
,
Tile j ,
0010 1200
PORTLAND CEMENT TERRAZZO FLOOR Floor
tiles, non-slip,
1
" thick,
2" x
1
TILE
2"
60
0-1
1
.267
S.F.
19.70
11
30.70
38.50
‘
l-l/4"thick,12"xl2"
1300
16"xl6"
1500
60
.267
20.50
11
31.50
39.50
50
.320
22
13.20
35.20
44.50
45
.356
20.50
14.70
35.20
45
f
M/2"thick,16"xl6"
1600 1800
For Venetian terrazzo, add
1900
For white cement, add
09 66 16.16 0010
i
^
6.10
6.10
.57
.57
1r
6.70 .63 ,
Plastic Matrix Terrazzo Floor Tile
PLASTIC MATRIX TERRAZZO FLOOR TILE
0100
1
2" X
1
2",
3/1 6"
thick. Floor tiles
w/marble
0200
1
2" X
1
2",
3/1 6"
thick. Floor tiles
w/glass chips
1
2" X
2",
6"
thick. Floor tiles
w/recycled content
0300
:
1
3/1
chips
1
Tilf
^
500
.016
500
.016
500
.016
^
70
.114
LF
60 60 50
7.30
.67
7.97
9.05
7.90
.67
8.57
9.65
6.20
.67
6.87
7.85
1
1. 85
4.76
16.61
.133
1
2.80
5.55
1
.133
1
1. 45
5.55
17
.160
1
6.85
6.65
23.50
28.50
.45
.50
S.F.
09 66 16.30 Terrazzo, Precast 0010
TERRAZZO, PRECAST
0020
Base, 6" high, straight
0100
0300
1
Cove
8"
0400
high, straight
Cove
-r
0600
For white cement, add
0700
For
0900
Mstz
6 go. zinc toe
1
strip,
1
Mstz
2l
1. 72
1.72
add
22.50
8.35
.45
Curbs, 4" X 4" high
20
1.89
40.85
48
40
.200
32.50
8.35
30
.267
37.50
II.IO
48.60
57.50
59
.
1000
2400
2"
Curved,
Stair tread
4600 4800 4900
340
6"
high, straight sections
1
" thick, to 6" high, vertical
and
riser,
single piece, straight,
minimum
Maximum Curved tread and
riser,
minimum
Maximum Stair stringers, notched, 1" thick
2"
4300 4500
thick, to
Cove
4000
4200
1"
Cove
3700 3900
lines
thick treads, straight
Stair risers,
3400
3600
2 Mstz
Curved
3100
3300
thick, non-slip, three line pattern
Nosing and two
2800 3000
/2"
Stair treads, 1-1
2500 2700
f
8" X 8" high
thick
Stair landings, structural, non-slip,
3"
1-1/2"
thick
thick
Wainscot,
16"x
12"x 12"x 1
1"
6" X 1-1/2"
tiles
1
Mstz
70
.229
4l
9.50
50.50
70
.229
4l
9.50
50.50
59
60
.267
45.50
ll.lO
56.60
66.50
50
.320
59
13.35
72.35
84.50
60
.267
1
0.30
ll.lO
21.40
27.50
50
.320
1
5.30
13.35
28.65
36.50
48
.333
2l
1
3.90
34.90
43.50
38
.421
42
1
7.55
59.55
72
60
.267
52
ll.lO
63.10
74
84.15
98.50
40
.400
67.50
16.65
40
.400
73
16.65
1
05
132
32
.500
92
2l
25
.640
30
26.50
56.50
72.50
30.50
65.50
83
7.85
40.35
47
8.90
54.90
63.50
28
34.85
48.50
41.50
55.75
77
22
.727
85
.188
75
.213
12
.667
8
1
rt
tiles
89.65
113
1
S.F.
35 32.50
46 6.85
14.25
h
.^1
09 66 Terrazzo Flooring 09 66 23 - Resinous Matrix Terrazzo Flooring Modified
09 66 23.13 Polyacrylate
Cementitious
Terrazzo
Flooring
Crew
Daily
Labor-
Output
Hours
Unit
S.F.
2014 Bare Material
Total
Costs
Equipment
Loboi
Totol
IncI
O&P
POLYACRYLATE MODIFIED CEMENTITIOUS TERRAZZO FLOORING
0010 3150
Polyacrylate,
1/4"
thick,
minimum
C-6
Maximum
3170
3/8"
3200
minimum
thick,
Maximum
3220
735
.065
3.53
2.50
.09
6.12
7.80
480
.100
4.48
3.82
.14
8.44
10.95
620
.077
4.55
2.96
.11
7.62
9.65
480
.100
6.35
3.82
.14
10.31
13
200
.080
5.95
3.06
1.45
10.46
12.60
150
.107
9
4.08
1.94
15.02
18.05
200
.080
5.05
3.06
1.45
9.56
11.70
1
09 66 23.16 Epoxy-Resin Terrazzo Flooring OOl 0
1800
EPOXY-RESIN TERRAZZO FLOORING Epoxy terrazzo, 1/4"
chemical resistant,
minimum
J-3
Maximum
1900
2500
thick,
Epoxy terrozzo, 1/4"
thick,
minimum
S.F.
2550
Average
175
.091
5.85
3.50
1.66
11.01
13.45
2600
Maximum
150
.107
6.25
4.08
1.94
12.27
15
J-3
90
.178
S.F.
4.71
6.80
3.23
14.74
18.75
J-3
100
.160
S.F.
7.95
6.10
2.91
16.96
21
10.35
6.80
3.23
20.38
25
7.20
4.08
.15
11.43
14.35
9.90
6
.22
16.12
20.50
09 66 33 - Conductive Terrazzo Flooring 09 66 33.10 Conductive Terrazzo 0010 2400
CONDUCTIVE TERRAZZO Banded canductive
flaar far haspitals
09 66 33.13 Conductive Epoxy-Resin Terrazzo 0010 21
00
CONDUCTIVE EPOXY-RESIN TERRAZZO Epaxy terrazza,
1
/4"
thick, canductive,
minimum
Maximum
2200
"
"
90
.178
C-6
450
.107
305
.157
365
.132
9.45
5.05
.18
14.68
18.30
255
.188
12.65
7.20
.26
20.11
25
695
.069
9.15
2.64
.10
11.89
14.20
420
.114
11.80
4.37
.16
16.33
19.85
695
.069
13.35
2.64
.10
16.09
18.85
380
.126
16.15
4.83
.17
21.15
25.50
520
.092
1.63
3.53
.13
5.29
7.35
450
.107
2.06
4.08
.15
6.29
8.70
09 66 33.19 Conductive Plastic-Matrix Terrazzo Flooring 0010 3300
CONDUCTIVE PLASTIC-MATRIX TERRAZZO FLOORING Canductive,
1/4"
thick,
minimum
Maximum
3330
3/8"
3350
minimum
thick,
3370
Maximum
3450
Granite, canductive,
3470
Maximum 3/8"
3500
1/4"
thick,
minimum
minimum
thick,
Maximum
3520
67 Fluid-Applied Flooring
S.F.
|
09 67 13 ~ Elastomeric liquid Flooring 09 67 13.13 Elastomeric Liquid Flooring 001 0
0020
0100 0200 0210 0300 0400 2400 2500 2700 2800 3000 3100 4300 4500
ELASTOMERIC LIQUID FLOORING Cementitiaus
3/8"
acrylic,
1
/8"
thick
C-6
thick
Methyl methachrylate, 1
/4"
1
/4"
C-8A
thick
S.F.
3000
.016
5.80
.63
6.43
7.30
3000
.016
3.18
.63
3.81
4.46
480
.100
3.51
3.82
.14
7.47
9.85
420
.114
5.85
4.37
.16
10.38
13.30
690
.070
4.07
2.66
.10
6.83
8.65
520
.092
5.25
3.53
.13
8.91
11.30
605
.079
5.25
3.03
.11
8.39
10.50
350
.137
7.25
5.25
.19
12.69
16.15
545
.088
4.01
3.37
.12
7.50
9.70
ft
thick
Cupric axychlaride, an
band cant, minimum
C-6
Maximum Mastic, hat laid, 2 caat, 1-1
/2"
thick, standard,
minimum
Maximum Acid-praaf,
minimum
Maximum Neoprene, troweled on, 1/4"
thick,
minimum
Maximum Polyurethane, with suspended vinyl chips,
Maximum
minimum r
430
.112
5.50
4.27
.15
9.92
12.75
1065
.045
7.50
1.72
.06
9.28
10.95
860
.056
10.80
2.13
.08
13.01
15.25
f
341
,
j
67 Fluid-Applied Flooring 09 67 26 - Quartz Flooring 09 67 26.26 Quartz Flooring 0010 0600
Epoxy, with colored quartz chips, broodcast,
minimum
.071
Maximum
490
.098
minimum
560
.086
Maximum
480
.100
420
.114
450 480 1065
.045
560
.086
810
Heavy duty epoxy topping, 1/4"
1200 1300
500
1500
1,000
1600
Over 10,000
1,000
to
C-6
2014 Bare Materiol
Unit
Costs
.
Equipment
Labor
Total
|
Total IncI
O&P
C-6
S.F.
S.F.
1
/1 6"
thick,
minimum
Maximum
3900
1
/8"
thick,
4000
minimum
Maximum heavy duty, compared
Polyester,
2.75
2.72
.10
5.57
7.30
3.97
3.74
.14
7.85
10.25
3.50
3.28
.12
6.90
5.25
3.82
.14
9.21
11.80
5.55
4.37
.16
10.08
12.95
.107
5
4.08
.15
9.23
11.90
.100
4.63
3.82
.14
8.59
11.10
S.F.
I
9
thick,
S.F.
2,000
to
Polyester, with colored quartz chips,
3700
4200
Hours
675
Troweled,
1000
3600
Labor-
Output
QUARTZ FLOORING
0700
0900
Crew
Daily
to epoxy,
add
S.F.
3.14
1.72
.06
4.92
6.15
4.15
3.28
.12
7.55
9.70
.059
3.65
2.26
.08
5.99
7.60
675
.071
4.70
2.72
.10
7.52
9.40
2590
.019
1.51
.71
.03
2.25
2.77
.
09 67 66 - Fluid-Applied Athletic Flooring 09 67 66.10 Polyurethane 0010
POLYURETHANE
4400
Thermoset, prefabricated
4500
3/8"
4600
1
5000
/2"
Poured
piece, indoor
in
gyms,
thick for basketball,
place, indoor, with finish,
in
ITilf
etc.
thick for professional sports
5050
3/8"
thick
5100
1
/2"
thick
1
/4"
thick
^
100
.080
5.40
3.36
8.76
10.90
95
.084
7.25
3.53
10.78
13.15
80
.100
3.99
4.20
8.19
10.60
65
.123
4.84
5.15
9.99
12.90
50
.160
6.75
6.70
13.45
17.35
S.F.
,
'
-
El 68
^
M
Carpeting
_
09 68 05 - Carpet Accessories 09 68 05.1 1 Flooring Transition Strip 0010 0107
FLOORING TRANSITION STRIP Clamp down brass
divider,
12'
strip, vinyl to
carpet
rnif /
0117
31.25
.256
/
Vinyl to hard surfoce
Fa.
11.05
10.75
21.80
28
11.05
10.75
21.80
28
4.30
2.24
6.54
8.05
ff
31.25
.256
150
.053
09 68 10 - Carpet Pad 09 68 10.10 Commercial Grade Carpet Pad 0010 9000
COMMERCIAL GRADE CARPET PAD Sponge rubber pod, minimum
9100 9200
Felt pad,
9300 9400
150
.053
10.20
2.24
12.44
14.50
minimum
150
.053
5.10
2.24
7.34
8.90
Maximum
150
.053
7.60
2.24
9.84
11.65
150
.053
5.05
2.24
7.29
8.85
150
.053
9.20
2.24
11.44
13.40
150
.053
3.21
2.24
5.45
6.85
150
.053
5.45
2.24
7.69
9.30
80
.100
22.50
4.20
26.70
31
80
.100
38.50
4.20
42.70
48.50
80
.100
28.50
4.20
32.70
37
.100
44.50
4.20
48.70
55
4.20
CO CO
38
Maximum Prime urethane pad,
09 6813 -
Tile
09 68 13.10 Carpet 0010 0100
CARPET
1
8"
26
Tile
x
1
8", hard bock,
20
oz.
oz.
Cushion bock, 20 oz.
0210 1100
Carpeting
TILE
Tufted nylon,
0110 0200
minimum
Maximum
9700
S.Y.
Maximum
Bonded urethane pad, minimum
9500 9600
ITilf
26 Tufted,
24"
filf
80
oz.
x 24", hard bock,
1
24
oz. nylon
80
S.Y.'
29
.100 4 t
342
09 6813 -
Tile
09 68 13.10 Carpet 1180
5060
,
Carpeting
Tile
Crew
MTilf
'
35
oz.
42
oz.
Daily
Labor-
Output
Hours
Unit
80
.100
S.Y.
80
.100
75
.107
75 75
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
35.50
4.20
39.70
45.50
46
4.20
50.20
57
30
4.47
34.47
39.50
.107
31.50
4.47
35.97
41
.107
38
4.47
42.47
48.50
75
.107
56
4.47
60.47
68
57
.140
29.50
5.90
35.40
41
75
.107
39.50
4.47
43.97
50
.114
44.50
4.79
49.29
55.50
52
4.79
56.79
64
09 6816 - Sheet Carpeting 09 68 16.10 Sheet Carpet 0010
0700
SHEET CARPET 26
Nylon, level loop,
oz., light to
0720
28
oz., light to
0900
32
oz.,
1100
40
oz.,
2920
Nylon plush,
3000
36
30
traffic
medium
to
medium
ITilf
traffic
traffic
heavy
medium
oz.,
oz.,
medium
medium
medium
traffic
traffic
traffic
S.Y.
3100
42
oz.,
medium
to
heovy
traffic
70
3200
46
oz.,
medium
to
heavy
traffic
70
.114
3300
54
oz.,
heavy
traffic
70
.114
56.50
4.79
61.29
69
3340
60
oz.,
heavy
traffic
70
.114
77.50
4.79
82.29
92
75
.107
17.75
4.47
22.22
26
75
.107
19.25
4.47
23.72
27.50
traffic
75
.107
21
4.47
25.47
29.50
traffic
75
.107
26
4.47
30.47
35
70
.114
28
4.79
32.79
37.50
75
.107
131
4.47
135.47
151
75
.107
132
4.47
136.47
152
70
.114
131
4.79
135.79
151
70
.114
135
4.79
139.79
156
3665
Olefin,
24
medium
oz., light to
3670
26
oz.,
3680
28
oz.,
traffic
medium
to
3700
32
oz.,
medium
3730
42
oz.,
heavy
4110
Wool,
4500
50
4700
oz.,
Patterned,
4900 5000
level loop,
48 For less than
40
to
traffic
heavy
medium
heavy
full roll
heavy
medium
oz.,
oz.,
to
heavy
traffic
medium
32
oz.,
traffic
medium
to
traffic
heavy
traffic
traffic
(approx.
1
500
S.F.),
25%
add
25%
than 12' wide, add
5100
For small rooms, less
5200
For large open areas (no cuts), deduct
5600
For bound carpet baseboard, add
5610
For stairs, not inch price of carpet, add
5620
For borders and patterns, add to labor
8950
For tackless, stretched installation, add padding from
9850
For
brand-nomed
specific fiber,
25% ITilf
300
.027
L.F.
30
.267
Riser
3
1.12
4.12
4.95
11.20
11.20
16.50
18% 09 68 10.10
to
above
add
S.Y.
25%
09 68 20 - Athletic Carpet 09 68 20.10 Indoor Athletic Carpet 0010 3700 3800
INDOOR ATHLETIC CARPET Polyethylene,
in rolls,
no base
Nylon action surface,
1
inch, landscape surfaces
/8"
thick
ITilf
275
.029
275
4.07
1.22
5.29
6.30
.029
3.76
1.22
4.98
5.95
S.F.
3900
1/4"
thick
275
.029
5.45
1.22
6.67
7.75
4000
3/8"
thick
275
.029
6.80
1.22
8.02
9.30
235
.034
6.75
1.43
8.18
9.55
235
.034
5.70
1.43
7.13
8.40
80
.100
9.60
4.20
13.80
16.75
60
.133
5.60
16.60
20.50
4100
Golf tee surface with
4200
Practice putting, knitted nylon surface
5500
Polyvinyl chloride, sheet
5600
3/8"
thick
foam back
goods
for
gyms, 1/4"
thick
11
343
0
1
09 69 Access Floorins 09 6913 - Rigid-Grid Access Flooring 09 69 13.10 Access Floors 0010 0015
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
ACCESS FLOORS Access floor package including panel, pedestal, stringers
0100
Computer room, greater than 6,000
&
•
laminate cover
S.F.
4 Carp
750
.043
2 Carp
375
.043
4 Carp
1050
2 Carp
600
7.50
1.96
9.46
8.15
1.96
10.11
.030
5.35
1.40
6.75
8.05
.027
3.75
1.22
4.97
6
640
.025
3.21
1.15
4.36
5.30
500
.032
32.50
1.47
S.F.
11.25
'
0110 0120
0250
6,000
Less than Office, greater
S.F,
than 6,000
Panels, particle board or steel,
0300
Over 6,000
S.F.
1
250#
load, no covering, under
6,000
S.F.
S.F.
Aluminum, 24" panels
0400
0600
For carpet covering, add
0700
For vinyl floor covering, add
0900
For high pressure lominote covering, add
0910
For snap on stringer system, add
•
12
33.97
38.50
8.75
8.75
9.65
9.05
9.05
9.95
7.50
7.50
8.25
2.29
2.85
«
0950 0960
no covering, over 6,000
1000
Machine cutouts
1050
Pedestals,
1100
Air conditioning grilles,
6"
S.F.
after initial installation
.016
2 Carp
1.56
1
960
.017
S.F.
10.55
Carp
50
.160
Fa.
20
2 Carp
85
.188
Carp
17
.471
1
.73
1
11.31
12.80
27.35
33.50
rail,
8.65
16.95
68
8.30
21.50
89.50
109
22.50
2"
4" x
1
1
"
2 Carp
14
.571
1r
93.50
26
119.50
144
60
.267
S.F.
24.50
12.25
36.75
46
40
.400
34
18.35
52.35
66
100
24.50
124.50
148
4.09
.50
4.59
"
ff
Maximum Handrail, 2
.76
7.35
2" to
Approach ramps, minimum
1300 1500
1000
4"xl8"
1150 1200
2 Carp
Office applications, steel or concrete panels.
aluminum
1
Carp
15
.533
IF.
1
Pape
640
.013
S.F.
09 72 Wall Coverings 09 72 19 - Textile Wall Covering 09 72 19.10 Textile Wall Covering OOl 0
WALL COVERING,
TEXTILE
including sizing;
odd
1
0-30% waste
@
takeoff
0020
Silk
0030
Cotton
640
.013
6.55
.50
7.05
7.95
0040
Linen
640
.013
1.82
.50
2.32!
2.75
0050
Blend
640
.013
2.93
.50
3.43^
3.97
i
5.25
09 72 20 - Natural Fiber Wall Covering 09 72 20.10 Natural Fiber Wall Covering 0010
NATURAL FIBER WALL COVERING,
including sizing;
add 10-30% waste
@
takeoff
0015
Bamboo
640
.013
2.23
.50
2.73
3.20
0030
Burlap
640
.013
2
.50
2.50
2.95
0045
Jute
640
.013
1.27
.50
1.77
2.15
Sisal
640
.013
1.44
.50
1.94
2.33
275
.029
1.04
1.16
2.20
2.88
1.33
bo GO
8.10 9.95
0060
1
Pape
S.F.
09 72 23 - Wallpapering 09 72 23.10 Wallpaper 0010
0050 0100
WALLPAPER Aluminum
odd
1
0-30 percent waste
foil
thick, vinyl
takeoff
R097223-1
tiles, light or
dark,
1
2" x
1
2" x 3/1
Pape
240
backing
Phenolic backing
Cork
@
1
Copper sheets, .025"
0300 0600
including sizing;
6"
.033
S
F.
5.55
240
.033
7.20
1.33
8.53
240
.033
5.05
1.33
6.38
7.55 5.30
0700
5/1 6"
thick
235
.034
2.95
1.35
4.30
0900
1/4" basketweave
240
.033
3.50
1.33
4.83
5.85
1000
notural, non-directional pattern
240
.033
7.60
1.33
8.93
1
/2"
10.40
1100
3/4"
natural, non-directional pattern
240
.033
11.65
1.33
12.98
14.80
385
.021
1.29
.83
2.12
2.66
370
.022
1.66
.86
2.52
3.12
1200 1300
344
Gronular surface,
1"
thick
1
2" x 36",
1
/2"
thick
09 72 Wall Coverings I
09 72 23 - Wallpapering 09 72 23.10 Wallpaper 1
500
1
600
1
800
1
900
2100
Polyurethane coated,
5/1 6"
1
2" x
2" x 3/1 6"
1
thick
1
Pape
thick
Cork wallpaper, paperbacked, natural Colors Flexible
2200 2400
Crew
wood
Exotic
veneer,
1
/32"
for
woods
woods
Gypsum-based, fabric-backed,
2500
thick, plain
masonry
walls,
Daily
Labor-
Output
Hours
Unit
240
.033
S.F.
235
2014 Bare Material
Total
Costs
Equipment
Labor
Total
IncI
O&P
4.03
1.33
5.36
6.40
.034
6.30
1.35
7.65
8.95
480
.017
2.04
.66
2.70
3.24
480
.017
2.84
.66
3.50
4.12
100
.080
2.41
3.18
5.59
7.45
95
.084
3.65
3.35
7
9.05
800
.010
.89
.40
1.29
1.58
fire resistant
minimum, 21 az./S.Y.
1
Pape
S.F.
f
Maximum
2700 2750
.040"
2800 3000
PVC, .028" thick
thick
Medium
3400
1
(12-15 az./S.Y.)
1
Pape
weight, type 2 (20-24 az./S.Y.)
Heavy weight, type 3 (28 oz./S.Y.)
3600
640
.013
1.40
.50
1.90
2.29
330
.048
1.21
2.22
3.43
4.76
320
.050
1.78
2.29
4.07
5.50
640
.013
.93
.50
1.43
1.77
480
.017
.90
.66
1.56
1.99
435
.018
1.48
.73
2.21
2.73
14.20
15.60
Adhesive, 5 gal. lats (18 S.Y./gal.) Wallpaper, average workmanship, salid pattern, low cost paper
3900
1
Pape
basic patterns (matching required), avg. cost paper
4000
Paper at
4100
Linen wall covering, paper backed
$85
per double
quality
roll,
workmanship
640
.013
535
.015
435
.018
Flame treatment, minimum
4150
Gal.
14.20
S.F.
.43
.50
.93
1.22
.98
.60
1.58
1.97
1.94
.73
2.67
3.23
1.01
1.01
1.11
1.65
1.65
1.82
2.67
3.26
r
S.F.
Maximum
4180 4190
2 Carp
Vinyl wall covering, fabric-backed, lightweight, type
3300
3700
(small quantities)
Acrylic, madified, semi-rigid
Grass clotb, natural fabric
4200
1
Grass cloths with lining paper,
Pape
minimum
Maximum
4300
400
.020
400 350
640
.025
640 640
1.87
.80
.020
.66
.80
1.46
1.93
.023
2.66
.91
3.57
4.30
1.11
1.15
2.26
2.99
.025
1.37
1.15
2.52
3.28
.025
1.99
1.15
3.14
3.96
480
.033
1.11
1.53
2.64
3.58
480
.033
1.37
1.53
2.90
3.87
480
.033
1.99
1.53
3.52
4.55
320
.050
1.11
2.29
3.40
4.76
320
.050
1.37
2.29
3.66
5.05
320
.050
1.99
2.29
4.28
5.75
240
.067
1.26
3.06
4.32
6.10
240
.067
1.26
3.06
4.32
6.10
240
.067
2.19
3.06
5.25
7.15
190
.084
1.26
3.86
5.12
7.35
190
.084
190
.084
1r
77 Special Wall Surfacing 09 77 33 - Fiberglass Reinforced Panels 09 77 33«10 Fiberglass Reinforced Plastic Panels 0010
0020
FIBERGLASS REINFORCED PLASTIC PANELS, On
walls, adhesive
Smooth
0040
Fire roted,
Nylon
rivet
0070
Fire rated,
surface
embossed surface
On masonry, embossed Smooth
0100 Nylon
rivet
embossed surface
and adhesive mounted, on drywall, embossed surface
0120
Smooth
0130
Fire rated,
0140
surface
embossed surface
On masonry, embossed
0150
Smooth
0160
Fire rated,
0170
surface
surface
Fire rated,
0110
0180
embossed surface
mounted, on drywall, embossed surface
Smooth
0090
2 Carp
surface
0060
0080
thick
mounted, embossed surface
0030
0050
.090"
surface
surfoce
embossed surface
r
For moldings add
On
1
ceilings, for lay in grid
0190
Smooth
0200
Fire rated,
system, embossed surface
surface
embossed
surface
,
,
_
Carp
S.F.
'1
r
1.26
3.86
5.12
7.35
2.19
3.86
6.05
8.35
250
.032
L.F.
.26
1.47
1.73
2.55
400
.020
S.F.
1.11
.92
2.03
2.64
400
.020
1.37
.92
2.29
2.93
400
.020
1.99
.92
2.91
3.61
1
345
;
m
'
77 Special Wall Surfacing
09 77 43 ~ Panel Systems
09 77 43.20 Slatwall Panels and Accessories 0010 0100
Slatwall panel, 4' x 8' x
3/4"
T,
MDF, paint grade
Melamine
0120
High pressure plastic laminate
0200
Daily
Labor-
Output
Hours
Unit
500
.016
S.F.
1.32
.73
2.05
2.58
500
.016
1.99
.73
2.72
3.32
500
.016
3.62
.73
4.35
5.10
2.29
2.29
2.52
5.55
5.55
6.10
2014 Bare Material
Lab or
Total
Costs
Equipm ent
Totol
IncI
O&P
SLATWALL PANELS AND ACCESSORIES
0110
0130
Crew
1
Carp
finish
Aluminum channel
inserts,
finish
add
X
Accessories, corner forms, 8' L
L.F.
0210
T-connector, 8' L
7.50
7.50
8.25
0220
J-mold, 8'
1.25
1.25
1.38
0230
Edge cap, 8'
0240
Finish
0300
Display hook, metol,
L
L
1
end cop, 8'
L
4"
L
1.09
1.09
1.20
3.37
3.37
3.71
.43
Ea.
.43
.47
0310
6"L
.47
.47
.52
0320
8"L
.52
.52
.57
0330
10"L
.58
.58
.64
0340
12"L
.64
.64
.70
0350
4"
Acrylic,
L
.91
.91
0360
6"L
1.05
1.05
1.16
0370
8"L
1.10
1.10
1.21
0380
10"L
1.12
1.12
1.23
4
4
9.85
9.85
10.85 2.11
0400
Waterfall hanger, metal,
0410 0500
6"
2" 1
1
1
Acrylic
Shelf bracket, metal, 8"
4.40
1.92
1.92
0510
10"
2.16
2.16
2.38
0520
12"
2.36
2.36
2.60
0530
14"
2.60
2.60
2.86
0540
16"
3.04
3.04
3.34
0550
8"
3.77
3.77
4.15
4.02
4.02
4.42
0570
12"
4.24
4.24
4.66
0580
14"
4.46
4.46
4.91
0600
Shelf, acrylic,
0610
12"
Acrylic,
0560
10"
12"x 16"x 1/4" X
24"
X
1/4"
\7
16.35
16.35
18
22.50
22.50
25
09 81 16 - Acoustic Blanket Insulation 09 81 16.10 Sound Attenuation Blanket 001 0
0020
SOUND ATTENUATION BLANKET Blanket, 1" thick
0500
1
1000
2"
1500
3"
3000
Thermal
925
.009
.26
.40
.66
.90
920
.009
21
.40
.67
.92
thick
915
.009
.36
.40
.76
1.02
thick
910
.009
.52
.40
.92
1.19
900
.009
.50
.41
.91
1.18
.41
1.16
1.46
.41
1.35
1.66
3.97
-1/2"
1
Carp
thick
or acoustical batt
above
ceiling,
2"
thick
S.F.
3100
3"
thick
900
.009
.75
3200
4"
thick
900
.009
.94
2"
2050
.008
3.11
.36
3.47
3500
3"
thick
1550
.010
4.13
.47
4.60
5.25
3600
4"
thick
1050
.015
5.80
.70
6.50
7.45
1700
.009
3.10
.43
3.53
4.08
1300
.012
4.13
.56
4.69
5.40
900
.018
5.80
.82
6.62
7.60
3400
3700
Urethane
On
plastic
ceiling,
foam, open
2"
3800
3"
thick
3900
4"
thick
346
cell,
on
wall,
thick
2 Carp
thick
r
'
, r
:
81 Acoustic Insulation 09 81 16 - Acoustic Blanket Insulation 09 81 16.10 Sound Attenuation Blanket 1
1
Daily
Labor-
Crew
Output
Hours
Unit
D-7
1600
.010
S.F.
"
1500
.011
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
Nylon matting 0.4" thick, with carbon black spinerette
4000 4010
on
plus polyester fabric,
4200
floor
Fiberglass reinf. backer board underlayment,
7/16"
thick,
on
floor
1.36
.38
1.74
2.05
1.66
.40
2.06
2.42
8.70
3.67
12.37
15.25
.33
.61
.94
1.30
"
09 84 Acoustic Room Components 09 8413 - Fixed Sound-Absorptive Panels 09 84 13.10 Fixed Panels FIXED PANELS
0010
0100
Perforated steel facing, painted with
Fiberglass or mineral
0200
space
filler,
no backs,
units, ceiling or woll
2-1
/4"
/2"
0300
Fiberboard sound deadening panels,
0500
Fiberglass panels, 4' x 8' x 1" thick, with
0600
glass cloth face for walls,
M
0700
/2"
0710
1
3/4"
1
thick
mounted
30"
.080
S.F.
"
600
.013
1
Carp
155
.052
S.F.
7.60
2.37
9.97
1
Carp
300
.027
S.F.
8.90
1.22
10.12
11.70
1
Carp
150
.053
S.F.
6.40
2.45
8.85
10.80
Karp
275
.029
S.F.
1.05
1.33
2.38
3.22
180
.044
1.05
2.04
3.09
4.30
12
x 108",
concealed spline, wall mounted
thick,
100
Carp n
cemented
Mineral fiberboard ponels, fabric covered,
1000
modular
dacron covered, inner aluminum frame,
thick,
wall
0900
thick,
hung, white or colored
09 84 36 " Sound-Absorbing Ceiling Units 09 84 36.10
Barriers
BARRIERS
0010 0600
Plenum
Aluminum
0700
foil,
fiberglass reinf., parallel with joists
Perpendicular to
joists
0900
Aluminum mesh,
0970
Fiberglass batts, kraft faced, 3-1
0980
6"
1000
Sheet lead,
1100
kraft
paperbacked
/2"
thick
thick
Vinyl
1
lb.,
foam
1/64"
thick, perpendicular to joists
reinforced,
1
/8"
thick,
1
.0
lb.
per S.F.
[
275
.029
.79
1.33
2.12
2.93
1400
.006
.37
.26
.63
.81
1300
.006
.66
.28
.94
1.17
5.50
2.45
7.95
9.80
4.49
2.45
6.94
8.70
150
.053
150
.053
i
,
r
i
09 91 Painting 09 91 03 - Paint Restoration 09 91 03.20 Sanding 1
SANDING
0010 0100
Painting
and puttying 1
coat,
Medium work
0400
Industrial
to
R099 100-10
1
100%
L.F.
50%
25%
grade
Surface protection, placement and removal
0510
Basic drop cloths
0520 0530
compared
on quality work
0300
0500
interior trim,
1
Pord
Masking with paper i
Volume cover up (using
plastic sheathing, or building
paper)
6400
.001
S.F.
.05
.05
.07
.40
.44
.64
.02
.02
.03
.51
.51
.77
800
.010
16000
.001
616
.013
496
.016
.64
.64
.96
280
.029
1.13
1.13
1.70
616
.013
.51
.51
.77
.04
09 91 03.30 Exterior Surface Preparation 0010
EXTERIOR SURFACE PREPARATION
0015
Doors, per side, not inch frames or trim
0020
Scrape
&
sond
0030
lA/ood, flush
0040
Wood,
0050
Wood, louvered
0060 0070
R099100 10
IPord
detail
Wood, overhead
r
S.F.
^r
Wire brush
347
09 91 03 - Paint Restoration 09 91 03.30 Exterior Surface Preparation
Crew
Daily
Labor-
Output
Hours
Unit
640
.013
S.F.
0080
Metal, flush
0090
Metal, detail
520
Metal, louvered
OlOO
•
Olio
Metal or
0120
Metal,
0130
Metal, bulkhead
overhead
fibr.,
roll
Pord
1
up
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
.49
.49
.015
.61
.61
.92
360
.022
.88
.88
1.32
640
.013
.49
.49
.74
560
.014
.57
.57
.85
640
.013
.49
.49
.74
'
^ 'J
.74
A
0140
Power wash, based on 2500
0150
Metal, flush
0160
Metal, detail
0170
Metal, louvered
0180
Metal or
0190
Metal,
0200
Metal, bulkhead
0400 0410
Windaws, per Scrape
0440
Woad,
7-1
0450
Wood,
1
0460
Wood, Boy/Bow
1-2
2
lite
.16
.24
.04
.18
.25
2000
.004
.15
.04
.19
.27
2400
.003*
.12
.03
.15
.22
.003
.12
.03
.15
.22
.004
.13
.03
.16
.25
320
.025
.99
1.49
280
.029
1.13
1.13
1.70
240
.033
1.32
1.32
1.98
200
.040
1.58
1.58
2.38
1r
320
.025
.99
.99
1.49
Pord
480
.017
.66
.66
.99
Pord
1
lite
lite
.99
S.F.
1r
Wire brush Metal, 1-2
lite
0490
Metal, 3-6
lite
0500
1
S.F.
400
.020
.79
.79
1.19
1 r
480
.017
.66
.66
.99
A-IH
4400
.002
4320
.002
4240
.002
4160
.002
4400
.002
480
.017
Med.
440
.018
Fleavy
360 440
Bay/Bow
Metal,
Power wash, based on 2500
0520
1-2
lite
0530
3-6
lite
0540
7-10
0550
12
lb.
1
operoting pressure
lite
S.F.
.07
.02
.09
.12
.07
.02
.09
.12
07
.02
.09
.13
.07
.02
.09
.13
.07
.02
.09
.12
.66
.99
.72
.72
1.08
.022
.88
.88
1.32
.018
.72
.72
1.08 1.32
1.70
;
lite
Bay/Bow
0560
-
Heavy=70-100%
sand
of surface to
Texture 1-11, light
0670
r
and sand, light=l 0-30%, med.=30-70%
Siding, scrape
0660
0680
.03
.14
S.F.
2400
lite
0
0480
0650
.13
.004
sand
0430
0610
.004
2120
side, not inch trim
&
Waod, 3-6
0600
2240
2200
up
Waod,
0510
•
overhead
0420
0470
operating pressure
A-IH
fibr.,
roll
lb.
Wood
1
Pord
shingles, shakes, light
S.F.
.66
0690
Med.
360
.022
.88
.88
0700
Heavy
280
.029
1.13
1.13
0710
Clapboard,
0720
Med.
0730
Heavy
0740 0750
Aluminum,
Med.
0770
Heavy
0790
light
Pressure wash, based on
1
2500
.92
.66
.99
i
400
.020
.79
.79
1.19
Pord
600
.013
.53
.53
.79
520
.015
.61
.61
.92
440
.018
.72
.72
1.08
3080
.003
w
A-IH
0810
Siding, masonry, brick
or vinyl
&
block
S.F.
1
S.F.
.10
.02
.12
.18
.02
.11
.17
.03
.15
.22
3.16
4.76
3200
.003
.09
2400
.003
.12
100
.080
Miscellaneous, wire brush Metal, pedestrian gate
1
8000
For chemical washing, see Section
8010
For steam cleaning, see Section
348
.61
.66
operating pressure
lb.
Stucco
Aluminum
1310
.61
.017
1
0800
1300
.015
Wire brush
0760
0780
520
480
light
04 0 1 30
04 0l 30.20
Pord
S.F.
3.16
09 91 Pamting 09 91 03 - Paint Restoration 09 91 03.30 Exterior Surface Preparation 8020
For sand blasting, see Section
Crew
Daily
Labor-
Output
Hours
Unit
S.F.
2014 Bare Material
Total
Costs
Equipment
Labor
InclO&P
Total
03 35 29.60 and 05 01 10.51
,
09 91 03.40 Interior Surface Preparation 0010 0020
0030
INTERIOR SURFACE PREPARATION Doors, per side, not
Scrape
incl.
& sond
0040
Wood,
flush
0050
Wood,
detail
1
Wood, louvered
0060
0070
R099100 10
frames or trim
616
.013
496
.016
1
280
.029
Pord
640
.013
.015
Pord
r
.51
.51
.77
.64
.64
.96
1.13
1.13
1.70
.49
.49
.74
.61
.61
.92
.88
.88
1.32
.15
.15
.22
Wire brush
0080
Metal, flush
1
0090
Metol, detail
520
0100
Metal, louvered
360
.022
2160
.004
S.F.
1r
0110
Hand wash
0120
Wood,
flush
0130
Wood,
detailed
2000
.004
.16
.16
.24
0140
Wood, louvered
1360
.006
.23
.23
.35
0150
Metal, flush
2160
.004
.15
.15
.22
0160
Metal, detail
2000
.004
.16
.16
.24
0170
Metal, louvered
1360
.006
.23
.23
.35
360
.022
.88
.88
1.32
320
.025
.99
.99
1.49
280
.029
1.13
1.13
1.70
240
.033
1.32
1.32
1.98
360
.022
.88
.88
1.32
520
.015
.61
.61
.92
440
.018
.72
.72
1.08
520
.015
t
.61
.61
.92
3077
.003
S.F.
.10
.10
.15
2160
.004
.15
.15
.22
923
.009
.34
.34
.52
2400
.003
.13
.13
.20
1600
.005
.20
.20
.30
800
.010
.40
.40
.60
3200
.003
0400 0410
Windows, per
1
&
sand
Wood,
1-2
lite
0430
Wood, 3-6
lite
0440
Wood,
7-1
0
Wood,
0460
Wood, Bay/Bow
2
1
1
Pord
lite
0450
lite
r
Metal, 1-2
lite
0490
Metal, 3-6
lite
0500
Metal,
1
Pord
Boy/Bow I'
0610
0650
Walls, sanding, light=l
heavy=70-l
0-30%, medium
00%
-
of surface to
sand
Gypsum board
ar plaster, light
Gypsum board
or plaster,
medium
0680
Gypsum board
or plaster,
heavy
0690
Wood, T&G,
0700
Wood, T&G, med.
1
Wood, T&G, heovy Walls,
Pord
light
-
r
wash
0730
Gypsum board
0740
Wood, T&G
0750
Mosonry,
0760
S.F.
Walls, sand
0670
0720
1r
30-70%,
0660
0710
S.F.
Wire brush
0480
0600
S.F.
side, not incl. trim
Scrape
0420
0470
Pord
or plaster
1
brick
&
block,
Masonry, brick
&
block, coarse
smooth
8000
For chemical washing, see Section
8010
For steam cleoning, see Section
8020
For sond blasting, see Section
Pord
S.F.
.10
.10
.15
.10
.15
3200
.003
.10
2800
.003
.11
.11
.17
2000
.004
.16
.16
.24
r
04 01 30
04 01 30.20
03 35 29.60 ond 05 01 10.51
349
ES
91 Painting
|
09 91 13 - Exterior Painting 09 91 13.30 Fences 0010 0100 0110
fences
0160
Output
flours
2014 Bare Unit
Labor
Material
Total
Costs
Equipment
Total
Incl
O&P
-
l|
f
wire metal, one side, water base
link or
Roll
&
brush,
1]
coot
first
1
Pord
Second coat Spray,
0140 0150
Labor-
R099 100-20
Chain
0120 0130
Crew
Doily
first
coat
Second coat Picket,
960
.008^
1280
.08
.33
.41
•58
.006
.07
.25
.32
.45
2275
.004
.08
.14
.22
.29
2600
.003
.08
.12
.20
.26
S.F.
\>
1
water base
Roll
&
brush,
. “t
PI
coat
first
1
Pord
865
.009
1050
.08
.37
.45
.64
.008
.08
.30
.38
.54
2275
.004
.08
.14
.22
.30
w
2600
.003
.08
.12
.20
.27
Pord
1040
.008
.08
.30
.38
.55
1200
.007
.08
.26
.34
.49
;
2275
.004
.08
.14
.22
.30
1
2600
.003
.08
.12
.20
.27
^
S.F.
ij.
0170 0180
Second coot Sproy,
first
coat
j
0190
Second coat
0200
Stockade, water base
0210 0220 0230 0240
Roll
&
brush,
coat
first
1
Second coat Spray,
first
coat
Second coat
1r
1f
S.F.
1r
09 91 13.42 Miscellaneous, Exterior 0010
ij
MISCELUNEOUS, EXTERIOR
R09910020
0015
For pointing metals, see Section
0100
Railing, ext., decorative
09 97
1
.
1
3.23 j
0110 0120
Newels
&
spindles
Brushwork,
0130
First
wood,
@
incl.
&
cap
baluster 1
2" O.C.
1
stain, sand, seal
&
i
varnish
coat
1
Pord
90
.089
L
F.
.75
3.52
4.27
6.10
.75
2.64
3.39
4.79
/
0140
120
Second coat
0150
Rough sawn wood, 42"
0160
Brushwork,
0170
Wrought
iron,
stain,
1"
rail,
high,
2"
x
2"
verticals,
each coat 1
/2"
.067
6" O.C.
1'
1
Pord
90
.089
L
3.52
.24
F.
3.76
5.55
f
sq. verticals 1 (
0180
Brushwork, zinc chromate, 60" high, bars 6" O.C.
1
.86
2.43
3.29
4.61
1.13
2.43
3.56
4.90
r
1.32
1.67
2.99
3.96
Fa.
.69
15.80
16.49
25
.400
.61
15.80
16.41
24.50
.615
1.15
24.50
25.65
38 14.70
130
.062
Finish coat
130
.062
Additional coat
190
.042
20
.400
20 13
0190
Primer
0200 0210
1
Pord
L
F.
1
0220 0230
Shutters or blinds, single panel, 2' x 4', paint
Finish coot, exterior latex
0250
Primer
&
1
coat, exterior latex
Finish coat, exterior latex
&
0280
Primer
0290
For louvered shutters, add
0310 0320
0330 0340
Pord
Spray, primer
0270
0300
sides 1
0240
0260
all
Brushwork, primer
1
coat, exterior latex
1r
35
.229
1
9.05
10.05
35
.229
1.30
9.05
10.35
15.05
15.80
16.88
25
20
1.08
.400 S.F.
10%
Stair stringers, exterior, metal
Roll
&
brush, zinc chromate, to
Rough sawn wood, 4" x Roll
Trellis/lattice,
&
1
4", each coat
@ 3"
Pord
320
.025
L
F.
.38
.99
1.37
1.90
1
Pord
215
.037
L
F.
.09
1.47
1.56
2.31
1
Pord
475
.017
S.F.
.09
.67
.76
1.10
1140
.007
.09
.28
.37
.52
.28
.37
.52
.24
.31
.45 .53
1
brush, exterior latex, each coat
2" x 2"
1
2"
O.C. with
2"
x
8" supports .
0350 0450
Spray, latex, per side, each coat
Decking, ext., sealer, olkyd, brushwork, sealer coat
0460
1st coat
1140
.007
.09
0470
2nd coat
1300
.006
.07
0500
Paint, olkyd, brushwork, primer coat
0510 0520
0600
350
1st coat
2nd coat Sand
paint, alkyd, brushwork,
1
coat
1r
1140
.007
.10
.28
.38
1140
.007
.16
.28
.44
.59
.36^
.50
1300
.006
.12
.24
150
.053
.13
2.11
2.24
3.31
91 Painting
EE
09 91 13 - Exterior Painting 09 91 13.60 Siding Exterior SIDING EXTERIOR,
0010
0450
Steel siding,
Alkyd
(oil
base, paint
oil
1
!
base) coat,
Daily
Labor-
Crew
Output
Hours
Unit
2 Pord
2015
.008
S.F.
2014 Bare Material
Total
Costs
Equipment
Lobor
Totol
IncI
O&P
R099 100-10 brushwork
.13
.31
.44
.61
0500
Spray
4550
.004
.19
.14
.33
.42
0800
Paint 2 coats, brushwork
1300
.012
.25
.49
.74
1.01
Spray
2750
.006
.17
.23
.40
.54
1300
.012
.25
.49
.74
1.01
1000
1200
Stucco, rough,
oil
R0991 00-20
base, point 2 coats, brushwork
1400
Roller
1625
.010
11
.39
.66
.88
1600
Spray
2925
.005
.28
.22
.50
.64
.62
.88
1800
Texture
M
1
or clapboard,
oil
base, primer coat, brushwork
1300
.012
.13
.49
.004
2000
Spray
4550
.13
.14
.27
.36
2400
Point 2 coats, brushwork
810
.020
.37
.78
1.15
1.58
2600
Sproy
2600
.006
.41
.24
.65
.82
3400
Stain 2 coats, brushwork
950
.017
.16
.67
.83
1.18
Spray
3050
.005
.18
.21
.39
.51
1300
.012
.12
.49
.61
.87
Spray
3900
.004
.12
.16
.28
.37
5000
Paint 2 coats, brushwork
810
.020
.31
.78
1.09
1.52
5200
Spray
2275
.007
.29
.28
.57
.74
6500
Stain 2 coots, brushwork
950
.017
.16
.67
.83
1.18
7000
Sproy
2660
.006
.22
.24
.46
.61
4000
Wood
4200
shingles,
4400
oil
base primer coat, brushwork
10%
8000
For latex paint, deduct
8100
For
work over 12' H, from pipe scaffolding, add
15%
8200
For
work over 12'
25%
8300
For work over 12' H, from swing staging, add
H, from extension ladder, add
35%
1
09 91 13»62 Siding^ Misc OOlO OlOO 0110
:
SIDING, MISC, Aluminum
latex paint
R099100-10
siding
Brushwork, primer
R099 100-20
0120
Finish coat, exterior latex
0130
Primer
&
1
Primer
&
2 coats exterior latex
0140 0150 0160
coat exterior latex
Brushwork, primer
2 Pord
Finish coat, industrial
0180
Primer
&
Primer
& 2
0190 Roll,
1
enamel
coat enamel coats enamel
primer
0210
Finish coat, industrial
0220
Primer
&
1
Primer
&
2 coats enamel
0230 0240
enamel
coat enamel
Spray, primer
0250
Finish coat, industrial
0260
Primer
&
1
0270
Primer
&
2 coats enamel
0280
Woterproof sealer,
0290 0300
0310
enamel
coat enamel
first
coat
Second coat
Rough wood
inch shingles,
.007
2275
.06
.28
.34
.49
.007
.05
.28
.33
.48
1300
.012
.13
.49
.62
.87
975
.016
.18
.65
.83
1.18
1495
.011
.13
.42
.55
.79
.42
.60
.84
S.F.
I'
Finish coat, exterior latex
0330
Primer
&
1
0340
Primer
&
2 coats exterior latex
Roll,
primer
S.F.
1495
.011
.18
810
.020
.32
.78
1.10
1.53
540
.030
.50
1.17
1.67
2.31
1625
.010
.15
.39
.54
.75
1625
.010
.20
.39
975
.016
.35
.65
1
1.36
650
.025
.54
.97
1.51
2.06
.59
.81
3900
.004
.12
.16
.28
.37
3900
.004
.16
.16
.32
.42
2275
.007
.28
.28
.56
.73
1625
.010
.44
.39
.83
1.08
4485
.004
.08
.14
.22
.29
5235
.003
.07
.12
.19
.26
1280
.013
.14
.49
.63
.89
1280
.013
.10
.49
.59
.85
960
.017
.23
.66
.89
1.25
700
.023
.33
.90
1.23
1.72
2925
.005
.18
.22
.40
.53
-
shakes or rough sawn siding
Brushwork, primer
0320
0350
r
2275
Mineral fiber shingles
0170
0200
2 Pord
coat exterior latex
2 Pord
S.F.
1
351
EE
91 Painting
[
09 91 13 - Exterior Pamtins
1 Doily
Labor-
Crew
Output
Hours
Unit
2 Pord
2925
.005
S.F.
1790
09 91 13.62 Siding, Misc 0360
Finish coat, exterior latex
0370
Primer
2014 Bare Material
Labor
Total
Costs
Equipment
Total
Incl
O&P
.12
.22
.34
.46
.009
.30
.35
.65
.86
1300
.012
.42
.49
.91
1.19 .41
i|
1
0380 0390
Primer
&
1
&
2 coats exterior latex
coat exterior latex
Spray, primer
0400
Finish coat, exterior lotex
0410
Primer
&
1
0420
Primer
&
2 coats exterior latex
0430
Waterproof sealer,
0440 0450 0460
coat exterior latex
coat
first
Second coat
Smooth wood
incl. butt,
/
T&G, beveled, drop
B&B
2 Pord
Finish coat, exterior latex
0480
Primer
&
1
0490
Primer
&
2 coats exterior lotex
.004
.16
.16
.32
.004
.09
.16
.25
.34
2600
.006
.25
.24
.49
.64
2080
.008
.33
.30
.63
.83
4485
.004
.14
.14
.28
.36
4485
.004
.08
.14
.22
.29
2325
.007*
.10
.27
.37
.52
1280
.013
.10
.49
.59
.85
800
.020
.20
630
.025
.29
siding
Brushwork, primer
0470
0500
or
3900
3900
coat exterior latex
S.F.
.79 1
.99
1.41
1.29
1.83
primer
2275
.007
.11
.28
.39
.54
0510
Finish coat, exterior latex
2275
.007
.10
.28
.38
.53
0520
Primer
&
1
1300
.012
.21
.49
.70
.97
0530
Primer
&
2 coats exterior latex
975
.016
.32
.65
.97
1.33
4550
.004
.09
.14
.23
.30
4550
.004
.09
.14
.23
.31
2600
.006
.18
.24
.42
.56
0540
Roll,
coot exterior latex
Spray, primer
0550
Finish coat, exterior lotex
0560
Primer
&
1
0570
Primer
&
2 coots exterior latex
0580
Waterproof sealer,
0590 0600
coat exterior lotex
coat
first
Second coat For
oil
1950
.008
.26
.32
.58
.78
5230
.003
.08
.12
.20
.26
5980
.003
.08
.11
.19
.24
.06
.62
.68
1
.08
.62
.70
1.01
base paint, add
r
10%
09 91 13 JO Doors and Windows, Exterior 0010 0100 0110
DOORS AND WINDOWS, EXTERIOR Door frames
&
Brushwork, primer
R099 100-20
0120
Finish coat, exterior latex
0130
Primer
&
1
0140
Primer
&
2 coats, exterior latex
0150 0160
Roll
&
Primer
&
Primer
& 2
&
r
^
Brushwork,
1
.016
512
.016
300
.027
.14
1.05
1.19
1.74
265
.030
r
.22
1.19
1.41
2.04
Pord
10
.800
Ea.
4.74
31.50
36.24
52.50
5.85
10
.800
coat, exterior latex
7
1.143
coats, exterior lotex
5
1.600
& 2
stain, sealer
1
0-1 5
coats polyurethane lite, incl.
frame
&
4
r
IPord
Finish coat, exterior latex
0240
Primer
&
1
0250
Primer
&
2 coots, exterior latex
coat, exterior latex
&
Brushwork, stain, sealer
0270
Doors, louvered, both sides,
0280
Brushwork, primer
^
2 coats polyurethane
incl.
L
F.
&
frame
2
1
31.50
37.35
54
10.55
45
55.55
79.50
16.40
63.50
26
79
79.90
105
113 148
trim
Brushwork, primer
0290
512
trim
1
Doors, French, both sides,
0230
0260
Pord
Finish coat, exterior latex
0190
0220
frame
incl.
brush, primer
0180
0210
1
coot, exterior latex
Doors, flush, both sides,
0170
0200
R099 100-10
trim, only
6
11.333
6
1.333
Ea.
2.37
52.50
2.92
52.50
54.87 55.42
82 82.50
165
3
2.667
5.30
105
110.30
2
4
8.05
158
166.05
247
2.50
3.200
«
9.45
127
136.45
200
7
1.143
Ea.
4.74
45
49.74
73
7
1.143
5.85
45
50.85
74.50
trim
IPord
Finish coat, exterior latex ;
Primer
&
0310
Primer
&
0320
Brushwork,
0300
1
i
coat, exterior latex
2 coats, exterior latex
stain, sealer
&
;
2 coats polyurethane
4
2
10.55
79
89.55
131
3
2.667
16.05
105
121.05
177
70.50
96.50
135
52.50
57.24
4.50 '1.778
r
1
r
26
;
0330 0340
352
Doors, panel, both sides, Roll
&
brush, primer
incl.
frame
&
trim 1
Pord
6
1.333
Ea.
4.74
84.50
if
1
i
.
;
09 91 13 ~ Exterior Painting 09 91 13.70 Doors and Windows, Exterior 0350
Finish coat, exterior latex
0360
Primer
&
1
0370
Primer
&
2 coats, exterior latex
0380
Brushwork,
0400
Windows, per
0410
to 6
1
0420
1
stain, sealer
& 2
based on
ext. side,
coats polyurethane 1
5
r
1
0430
Primer
&
0450
Primer
&
0460
Stain, sealer
7 to
1
0
2 coats, exterior latex
&
1
coat varnish
1
2.50 3
13
.615
.94
24.50
25.44
37.50
13
.615
1.15
24.50
25.65
38
8
1
2.09
39.50
41.59
62
6
1.333
3.17
52.50
55.67
83
7
1.143
- -
3.73
45
48.73
72
11
.727
Eo.
.94
29
29.94
44.50
O&P
58.35
86
10.55
105
115.55
171
3.200
16.05
127
143.05
208
2.667
26
105
131
188
Ea.
Pord
1.15
29
30.15
45
45
47.09
70.50
coats, exterior lotex
5
1.600
3.17
63.50
66.67
98.50
6
1.333
3.73
52.50
56.23
83.50
10
.800
.94
31.50
32.44
48.50
10
.800
1.15
31.50
32.65
49
coat, exterior latex
6
1.333
2.09
52.50
54.59
82
coats, exterior latex
5
1.600
3.17
63.50
66.67
98.50
6
1.333
3.87
52.50
56.37
84
1
Stain, sealer
&
1
coat varnish
lite
0540
Brushwork, primer
1
0550
Finish coat, exterior latex
0560
Primer
&
0570
Primer
& 2
0580
Stain, sealer
1
&
1
coat varnish
Pord
r
Ea.
10%
base paint, add
Trim, Exterior
0010
TRIM, EXTERIOR
0100
Door frames
0110
Fascia, latex paint,
&
R099100 10
trim (see Doors, interior or exterior)
one coot coverage
l"x4", brushwork
0130
R099 100-20 1
Pord
Roll
0140
Spray
l"x 6"
0150
2.667
52.50
2.09
& 2
0120
3
5.85
IncI
.727
Primer
09 91 13.80
Ea.
Total
1.143
0510
oil
1.333
Total
Costs
Equipment
Labor
7
&
For
6
2014 Bare Material
11
Primer
2
Unit
coat, exterior latex
Finish coat, exterior latex
0500
1
Hours
lite
0490
0520
Pord
coat, exterior latex
1
Brushwork, primer
0530
Labor-
lite
0440
0470
Daily
Output
S.F.
Brushwork, primer
0480
Pord
coat, exterior latex
Finish coat, exterior latex
0590
Crew
to
l"x
10", brushwork
640
.013
.02
.49
.51
.76
1280
.006
.03
.25
.28
.40
2080
.004
.02
.15
.17
.25
640
.013
.08
.49
.57
.83
.09
.26
.35
.48
L.F.
0160
Roll
1230
.007
0170
Spray
2100
.004
.07
.15
.22
.30
640
.013
.08
.49
.57
.83
0180
l"x 12", brushwork
0190
Roll
1050
.008
.09
.30
.39
.54
0200
Spray
2200
.004
.07
.14
.21
.29
640
.013
.40
.49
.89
1.18
960
.008
.38
.33
.71
.91
1280
.006
.30
.25
.55
.71
640
.013
.40
.49
.89
1.18
0210
Gutters
0220
&
downspouts, metal, zinc chromate paint
Brushwork, gutters, 5",
0230
Second coat
0240
Third coat
0250 0260
Downspouts, 4",
0290
first
coat
Pord
coat
Third coat
Gutters
&
L.F.
960
.008
.38
.33
.71
.91
1280
.006
.30
.25
.55
.71
640
.013
.06
.49
.55
.81
.49
.56
.82
downspouts, wood
Brushwork, gutters, 5", primer
0300
Finish coat, exterior latex
0310
Primer
&
0320
Primer
& 2
0330
1
Second coat
,
0270 0280
first
1
L.F.
640
.013
.07
400
.020
.14
.79
.93
1.34
coats exterior latex
325
.025
.22
.97
1.19
1.70
640
.013
.06
.49
.55
.81
640
.013
.07
.49
.56
.82
400
.020
.14
.79
.93
1.34
Downspouts, 4", primer Finish coat, exterior latex
0350
Primer
1
Pord
coat exterior latex
0340
&
1
coat exterior latex
353
09 91 13 - Exterior Painting 09 91 13.80
Trim, Exterior
0360
& 2
Primer
0370
Molding, exterior, up to
0380
Brushwork, primer
1
Crew
coots exterior latex
1
Pord
1
Pord
Daily
Labor-
Output
Hours
Unit
325
.025
LF.
.11
.97
1.08
1.58
L.F.
.82
2014 Bare Material
Lobor
Total
Costs
Equipment
Total
IncI
O&P
4" wide
640
.013
.07
.49
.56
640
.013
.08
.49
.57
.83
400
.020
.17
.79
.96
1.37
315
.025
1.17
1.69
1050
.008
.10
.30
.40
.56
Shelloc
1850
.004
.13
.17
.30
.40
Varnish
1275
.006
.11
.25
.36
.49
640
.013
.07
.49
.56
.82
0390
Finish coot, exterior latex
0400
Primer
&
1
0410
Primer
&
2 coats exterior latex
0420
Stain
0430 0440
&
coat exterior latex
fill
•.
.17
1
09 91 13.90 WallS; Masonry (CMU), Exterior 0010 0360 0370
WALLS,
MASONRY
(CMU), EXTERIOR
Brushwork, latex,
0380
Woterproof sealer,
0400
Second coat
0410
Roll, latex, paint, first
0420
Second coat
0430
Sproy, latex, paint,
coat
coat
first
first
Waterproof seoler,
0480
coat
coat
first
Second coat
'1
r
S.F.
960
.008
.06
.33
.39
.56
736
.011
.25
.43
.68
.92
1104
.007
.25
.29
.54
.70
1465
.005
.09
.22
.31
.41
1790
.004
.07
.18
.25
.34
1680
.005
.25
.19
.44
.55
2060
.004
.25
.15
.40
.50
1950
.004
.07
.16
.23
.31
2600
.003
.05
.12
.17
.24
2245
.004
.25
.14
.39
.48
2990
.003
.25
.11
.36
.43
640
.013
.14
.49
.63
.90
Concrete masonry unit (CMU), porous
Brushwork, latex,
0510
first
coat
1
Pord
Second coat
0520
Waterproof sealer,
0530
coat
first
Second coat Roll latex, first
0550
coat
Second coot
0560
.008
.07
.33
.40
.58
736
.011
.25
.43
.68
.92
1104
.007
.25
.29
.54
.70
1465
.005
.11
.22
.33
.44
1790
.004
.07
.18
.25
.35
.005
.25
.19
.44
.55
.004
.25
.15
.40
.50
latex, first coat
1950
.004
.08
.16
.24
.33
Second coat
2600
.003
.05
.12
.17
.24
2245
.004
2990
.003
650
.012
650
.012
off
650
brushwork
650
0590 0600
960
1680
first
coat
Second coat Spray
S.F.
2060
Waterproof sealer,
0570 0580
coat
Second coat
0470
0540
Pord
Second coot
0460
0500
1
first
Woterproof seoler,
0440
0490
coot
first
Second coat
0390
0450
rq99 100-10
Concrete masonry units (CMU), smooth surface
Waterproof seoler,
0610
first
coot
Second coat
09 91 23 -
1r
.25
.14
.39
.48
.25
.11
.36
.43
.06
.49
.55
.80
.11
.49
.60
.85
.012
.08
.49
.57
.82
.012
.10
.49
.59
.85
.97
1.25
1.77
3.32
31.50
34.82
51
4.11
31.50
35.61
52
1.71
17.60
19.31
28.50
2.20
12.65
14.85,
21.50
I
Interior Painting
09 91 23.20 Cabinets and Casework 0010 1000
2000
CABINETS
AND CASEWORK
Primer coat, Point,
oil
base, brushwork,
oil
3000
Stain, brushwork,
4000
Shellac,
4500 5000
R0991 00-10
base, brushwork
1
coat,
wipe
1
1
coot
R099 100-20
325
Varnish, 3 coats, brushwork, sand after 1st coat
S.F.
.025
.28
For lotex paint, deduct
Interior
DOORS AND WINDOWS, INTERIOR ALKYD frame, 3' x 7',
0500
Flush door
1000
Point,
1400
Stain, brushwork,
& 1
10%
r
09 91 23.33 Doors and Windows, 0010
Pord
oil,
coat
Alkyd ( Oil Ba se)
(OIL BASE)
R099 100-10
primer, brushwork
R0991 00-20 wipe
1
MPord
10
.800
^
10
.800
Eo.
.
.444
off
'
I
1600
354
Shellac,
1
coat,
brushwork
i
»
.320
!
j
9 91 Painting 09 91 23 09
91
1800
interior Painting
23.33 Doors and Windows, Interior Alkyd (Oil Base) Varnish, 3 coats, brushwork, sand after 1st coat
Ponel doar
2200
Paint,
&
2000
2600 2800 3000 4400 4600
Shellac,
primer, brushwork
including
frame and
6/6
4' X 8' opening,
Single
lite
6/6
lites,
0100
6/6
lites,
type, 2' x 3',
oil
primer coat, brushwark
base, primer coat, brushwork
coat
1
Paint,
coat
1
4' X 8' opening, primer coat, brushwark Paint,
coat
1
Dears, flush, both sides, inch frame Roll
&
Primer
&
1
0140
Primer
&
2 coats latex
.889
Ea.
6
Labor
Total
Costs
Equipment
Total
Ind
O&P
5.95
35
40.95
59.50
1.333
2.44
52.50
54.94
82
6
1.333
4.11
52.50
56.61
84
16
.500
1.71
19.80
21.51
32
22
.364
2.20
14.40
16.60
24
7.50
1.067
5.95
42
47.95
70
14
.571
.38
22.50
22.88
34.50
14
.571
.65
22.50
23.15
34.50
Ea.
12
.667
.96
26.50
27.46
40.50
12
.667
1.62
26.50
28.12
41.50
8
1
2.05
39.50
41.55
62
8
1
3.46
39.50
42.96
63.50
33
.242
.38
9.60
9.98
14.80
10.25
15.10
16.76
25
33
.242
.65
9.60
20
.400
.96
15.80
20
.400
1.62
15.80
17.42
26
14
.571
2.05
22.50
24.55
36.50
14
.571
3.46
22.50
25.96
38
R099 100-20
1
Pord
10
.800
3.97
31.50
35.47
52
Ea.
.800
5.35
31.50
36.85
53.50
1.143
9.35
45
54.35
78.50
5
1.600
14.40
63.50
77.90
20
.400
4.18
15.80
19.98
28.50
20
.400
5.65
15.80
21.45
30
11
.727
9.90
1r
8
1
Pord
6
1.333
Finish coat, latex
6
Primer
&
1
0190
Primer
&
2 coats latex
coot latex
Doors, French, both sides, 10-1 5
&
lite,
inch
Primer
&
1
0240
Primer
&
2 coots latex
&
coat latex
&
111
29
38.90
54.50
15.25
39.50
54.75
76.50
1.99
52.50
54.49
81.50
1.333
2.68
52.50
55.18
82.50
3
2.667
4.67
105
109.67
164
2
4
7.20
158
165.20
246
7
1.143
3.97
45
48.97
72.50
1.143
5.35
45
50.35
74
trim
1
Doors, louvered, both sides, inch frame
&
frome
brush, primer
0230
Roll
9
2014 Bare Material
7
0180
0270
Unit
trim
Spray, both sides, primer
0220
Hours
10
Finish coat, latex
0260
&
coat latex
0170
Roll
Output
R099 100-10
brush, primer
finish coat, latex
0210
Labor-
Interior Latex
DOORS & WINDOWS, INTERIOR LATEX
0130
0200
Pord
3' X 5' apening, primer caat, brushwork
0120
0160
1
primer caat, brushwork
09 91 2335 Doors and Windows,
0110
primer, brushwork
ail,
coat
1
Paint,
2' x 3',
caat
1
Paint,
lites,
Daily
trim, per side
coat
1
Paint,
9400
0010
frame
brushwork
3' X 5' apening,
8800 9200
coat,
1
Paint,
8200 8600
Pord
caat
Colonial type,
7000
8000
1
Varnish, 3 coats, brushwark, sand after 1st caat
Windows,
6400 6800
oil,
Stain, brushwark, panel door, 3' x 7', not inch
5800 6200
1
frame, 3' x 7',
Crew
Ea.
trim
brush, primer
1
Pord
Ea.
0280
Finish coat, lotex
7
0290
Primer
&
1
4
2
9.10
79
88.10
129
0300
Primer
&
2 coats, latex
3
2.667
14.70
105
119.70
175
20
.400
4.18
15.80
19.98
28.50
20
.400
5.65
15.80
21.45
30
11
.727
9.90
29
38.90
54.50
8
1
6
1.333
6
1.333
0320
coat, latex
Spray, both sides, primer .
0330
Finish coat, latex
0340
Primer
&
1
0350
Primer
&
2 coats, latex
0360 0370
coot, latex
Doors, panel, both sides, inch frame Roll
&
brush, primer
0380
Finish coat, latex
0390
Primer
&
1
0400
Primer
&
2 coats, latex
0420
r
&
r
15.55
39.50
55.05
76.50
Ea.
4.18
52.50
56.68
84
5.35
52.50
57.85
85.50
trim
1
Pord
coat, latex
3
2.667
9.35
105
114.35
169
2.50
3.200
14.70
127
141.70
206 52
10
.800
4.18
31.50
35.68
0430
Finish coat, latex
10
.800
5.65
31.50
37.15
0440
Primer
&
5
1.600
9.90
63.50
73.40
Spray, both sides, primer
1
coat, latex 1r
53.50
106
'
355
,
1
91 Painting 09 91 23 -
Interior Painting
J|
09 91 2335 Doors and Windows, Interior Latex 0450 0460 0470
Primer
Windows, per
& 2
Crew
coots, latex
interior side,
1
based on
Pord
Daily
Labor-
Output
Hours
Unit
4
2
Fa.
2014 Bare
15.55
79
Total
Costs
Equipment
Total
94.55
Incl
O&P
(i
136
•
5 S.F.
1
Labor
Material
'i
1
1
6
to
0480
lite
Brushwork, primer
24.50
25.28
37.50
.615
1.06
24.50
25.56
37.50
8
1
1.84
39.50
41.34
61.50
6
1.333
2.90
52.50
55.40
82.50
.615
enamel
13
coat enamel
0490
Finish coat,
0500
Primer
&
1
0510
Primer
&
2 coats enamel
Pord
' Fa.
.78
13
1
r
.
'
1
0530
7 to
1
0540
0
lite
Brushwork, primer
1
0550
Finish coat,
0560
Primer
&
1
Primer
&
2 coats enamel
0570 0590
12
Pord
enamel
11
Fa.
.78
29
29.78
44.50
.727
1.06
29
30.06
44.50
7
1.143‘
1.84
45
46.84
70
5
1.600
2.90
63.50
66.40
98
10
.800
.78
31.50
32.28
48.50
10
.800
1.06
31.50
32.56
48.50
6
1.333
1.84
52.50
54.34
81.50
5
1.600
2.90
63.50
66.40
98
11
coat enamel
.727
ii
1
lite
0600
Brushwork, primer
1
0610
Finish coat,
0620
Primer
&
1
Primer
&
2 coots enamel
Pord
enamel
Fa.
^
0630 0650
For
oil
coat enamel
base paint, add
1r
09 91 23.39 Doors and Windows, 0010
DOORS & WINDOWS, INTERIOR
Interior Latex,
LATEX,
10%
Zero Yoc
ZERO VOC fi
U
0100 0110
Doors flush, both sides, inch frame Roll
&
m
Finish coat, latex
0130
Primer
&
0140
Primer
& 2
1
coat latex
Spray, both sides, primer Finish coat, latex
0180
Primer
&
1
0190
Primer
&
2 coats latex
0210
Doors, French, both sides, 10-1 5 Roll
&
30.50
11
.727
11.10
29
40.10
55.50
8
1
16.70
39.50
56.20
78
6
1.333
2.42
52.50
54.92
82
1f
1
Pord
Fa.
52.50
55.31
82.50
165.90
247
6
1.333
52.50
57.60
85
52.50
58.15
85.50
incl.
frame
&
trim
1
m [H m m [H m
coat, latex
2 coats, latex
0440
Primer
&
1
0450
Primer
&
2 coats, latex
coat, latex
interior side,
based on
1
Pord
1
r
Fa.
5.10
6
1.333
5.65
3
2.667
10.45
2.50
3.200
10
.800
16.10 5.10
105
115.45
171
127
143.10
208
31.50
36.60
53 54
5.90
31.50
37.40
11.10
63.50
74.60
107
r
17.05
79
96.05
138
Fa.
.96
24.50
25.46
37.50
.615
1.11
24.50
25.61
37.50
8
1
2.07
39.50
41.57
62
6
1.333
3.18
52.50
55.68
83
10
.800
5
1.600
4
2
13
.615
13
5 S.F.
lite
Brushwork, primer Finish coot,
0500
Primer
&
0510
Primer
& 2
356
21.70
158
Finish coot, latex
0490
15.80
7.90
0430
0480
5.90
trim
[H
Spray, both sides, primer
6
.400
20
4
Primer
to
29.50
m
112
2
0390
1
20.90
.400
brush, primer
Windows, per
79.30
15.80
1.600
coats latex
Finish coat, latex
0470
63.50
5.10
5
20
165
0380
0460
15.80
m
110.25
Doors, ponel, both sides,
&
79.50
105
0360
Primer
55.45
5.25
& 2
0420
45
1.143
2.81
&
0400
3
10.45
7
1.333
Primer
1
53.50
2.667
Primer
&
37.15
3
0240
&
31.50
6
0230
1
&
:
5.65
.800
Fa.
coat latex
Finish coat, latex
Roll
frame
53
10
m
0220
0370
inch
lite,
36.34
[U
r
brush, primer
31.50
.800
Pord
m
coat latex
4.84
10
1
coats latex
0170
0200
trim
brush, primer
0120
0160
&
1
enamel
[G]
1
Pord
m
coat enamel coats enamel
m
r
1 r
.
91 Painting 09 91 23 -
Interior Painting
09 91 23.40 Floors, 0010
interior
Crew
FLOORS, INTERIOR Concrete point, latex
0110
Brushwork 1st coot
1
0130
2nd coot
0140
3rd coot
0150
Labor-
Hours
Unit
S.F.
2014 Bore Material
Labor
Total
Costs
Equipment
Totol
Incl
O&P
R099 100-10
0100
0120
Doily
Output
Pord
1r
975
.008
.15
.32
.47
.66
1150
.007
.10
.28
.38
.52
1300
.006
.08
.24
.32
.46
2600
.003
.20
.12
.32
.40
Roll
0160
1st coot
1
Pord
S.F.
0170
2nd coot
3250
.002
.12
.10
.22
.28
0180
3rd coot
3900
.002
.09
.08
.17
.22
2600
.003
.18
.12
.30
.37
0190
1
Spray
0200
1st coot
0210
2nd coot
3250
.002
.10
.10
.20
.26
3rd coot
3900
.002
.08
.08
.16
.20
650
.012
.11
.49
.60
.85
570
.014
.22
.56
.78
1.08
one coat
2600
.003
.18
.12
.30
.38
coats
1400
.006
.37
.23
.60
.75
1950
.008
.08
.32
.40
.58
0220 0300
Pord
1
S.F.
r
and sealer
Acid stain
0310
1
one coat
Stain,
0320
Two
0330
Acrylic sealer,
0340
Two
1
Pord
coats
S.F.
,
09 91 23.52 Miscellaneous, Interior 0010 2400
MISCELLANEOUS, INTERIOR Floors,
conc./wood,
oil
R0991 00-10
base, primer/sealer coat, brushwork
2 Pord
S.F.
2450
Roller
5200
.003
.09
.12
.21
.28
2600
Spray
6000
.003
.09
.11
.20
.26
2650
1950
.008
.08
.32
.40
.58
2800
Roller
5200
.003
.08
.12
.20
.27
2850
Spray
6000
.003
.09
.11
.20
.26
4550
.004
.08
.14
.22
.30
5200
.003
.09
.12
.21
.27
6000
.003
.09
.11
.20
.25
4550
.004
.09
.14
.23
.31
5200
.003
.10
.12
.22
.29
6000
.003
.11
.11
.22
.28
Paint
3000
Stain,
1
wood
3200
brushwork
floor,
brushwork,
1
coat
Roller
3250
3400
coat,
Spray Varnish,
3450
wood
floor,
Spray
3650
For dust proofing or anti skid, see Section
3800
Grilles,
per side,
3850
1"
Pipe,
4" diameter, primer
5400
oil
base, brushwork
2 Pord
Sproy
3" 1
-
1
6350
6" diameter, primer
or sealer caat,
brushwork
Spray
6500
Paint 2 coats, brushwork
6550
7550
or seoler coat,
Paint 2 coats, brushwork
6300
7500
Pord
Spray
5350
7450
1
Spray
5100
7250
base, primer coat, brushwork
Paint 2 coats, brushwark
3940
7200
oil
Spray Trim,
wood,
incl.
Primer coat, Paint,
1
f
puttying, under oil
brushwork
3 coots Over 6" wide, primer coat, brushwork Paint,
1
coat,
520
.015
.13
.61
.74
1.06
1140
.007
.13
.28
.41
.57
325
.025
.42
.97
1.39
1.92
650
.012
1250
.013
2165 775
S.F.
.48
.49
.97
1.26
.09
.51
.60
.86
.007
.08
.29
.37
.53
.021
.19
.82
1.01
1.44
1240
.013
.22
.51
.73
1.01
310
.052
.35
2.04
2.39
3.46
540
.030
.39
1.17
1.56
2.19
1r L.F.
195
.082
.78
3.25
4.03
5.75
310
.052
.86
2.04
2.90
4.02
650
.012
.03
.49
.52
.77
650
.012
.05
.49
.54
.79
325
.025
.16
.97
1.13
1.63
650
.012
.06
.49
.55
.80
650
.012
.11
.49
.60
.85
6" wide
base, brushwark
coat,
r
03 35 29.30
Spray
3920
7000
:
,
Roller
3600
5000
r
brushwork
brushwork
1
Pord
L
F.
357
09 91 23 -
Interior Painting
09 91 23.52 Miscellaneous,
Interior
7650
3 coats
8000
Cornice, simple design, primer coot,
8250
Paint,
8350
1
Pord
base, brushwork
oil
coat
1
Ornate design, primer caat
8400
Paint,
8600
Balustrades, primer coat,
8650
Point,
8900
Crew
Trusses and
coat
1
base, brusbwork
coat
1
wood
8950
oil
frames, primer coat,
oil
base, brusbwork
Spray
9220
Paint 2 coats, brushwork
9240
Spray
9260
Stain, brushwork,
wipe
off •
Daily
Labor-
Output
Hours
Unit
325
.025
LF.
.31
.97
1.28
1.80
650
.012
S.F.
.06
.49
.55
.80
650
.012
.11
.49
.60
.85
350
.023
.06
.90
.96
1.43
350
.023
.11
.90
1.01
1.48
520
.015
.06
.61
.67
.99
520
.015
.11
.61
.72
1.04
800
.010
.06
.40
.46
.67
1200
.007
.07
.26
.33
.47
500
.016
.21
.63
.84
1.18f
600
.013'
.23
.53
.76
losj
600
.013
.08
.53
.61
.881
275
.029
.28
1.15
1.43
2014 Bare Material
Labor
,
Total
Costs
Equipment
Totol
IncI
O&P
.
9280 9350
1
Varnish, 3 coats, brushwork
-
For latex paint, deduct
1r
2.04
10%
09 91 23.62 Electrostatic Painting 0010
0100
ELECTROSTATIC PAINTING In
0200
shop Flat surfaces (lockers,
0300
One
0400
Two
0500
1
Pord
1
"
coats
One coat Two
200
.040
:
120
.067
On
1
Pordi
150
.053
100
.080
150
.053
" coats
S.F.
.53
1.58
2.11
2.96
.77
2.64
3.41
4.81
.53
2.11
2.64
3.75
.77
3.16
3.93
5.60
.53
2.11
2.64
3.75
3.16
CO
5.60
.53
2.75
3.28
4.72
.77
4.52
5.29
n
S.F.
u
site
Flat surfaces (lockers,
1000
One coat
1100
Two
1200
etc.)
Irregular surfaces (furniture, door frames, etc.)
0700 0800
casework, elevator doors,
coat
0600
0900
k
casework, elevator doors,
etc.)
IPord "
Irregular surfaces (furniture,
.080
1300
One coat
1400
Two
IPord
115
.070
"
70
.114
door frames, etc)
S.F.
u
100
coats
.77
;
coats
S.F.
7.65 1
09 91 23.72 Walls and 0010 0100 0200
WALLS AND
Ceilings, interior
CEILINGS, INTERIOR
Concrete, drywall or plaster, latex ,
Smooth
finish,
R0991 00-10
primer or sealer coat
R0991 00-20
brushwork
1
Pord
1150
.007
S.F.
.06
.28
.34
.48
0240
Roller
1350
.006
.06
.23
.29
.42
0280
Spray
2750
.003
.05
.12
.17
.23
975
.008
.06
.32
.38
.56
.28
.34
.48
0300
Sand
finish,
brushwork
0340
Roller
1150
.007
.06
0380
Spray
2275
.004
.05
.14
.19
.27
680
.012
.13
.47
.60
.84
800
.010
.13
.40
.53
.74
1625
.005
.12
.19
.31
.42
605
.013
.13
.52
.65
.93
0800 0840 0880 0900
Paint 2 coats,
smooth
finish,
brushwork
Roller
Spray
Sand
finish,
brushwork
0940
Roller
1020
.008
.13
.31
.44
.61
0980
Spray
1700
.005
.12
.19
.31
.41
1200
Paint 3 coats,
smooth
finish,
brushwork
510
.016
.19
.62
.81
1.14
.012
.19
.49
.68
.94
1240
Roller
650
1280
Spray
1625
.005
.18
.19
.37
.49
1200
.007
.49
.26
.75
.94
1200
.007
.98
.26
1.24
1.48
325
.025
.20
.97
1.17
1.67
1600 1640 1660 1670
358
Glaze coating, 2 coats, sproy, clear Multicolor Painting walls, complete, including surface prep, primer
2 coats
finish,
on drywall or
plaster, with roller
& 1
Pord
S.F.
[09 91 Painting 09 91 23 09
9'
h
Interior Painting
23.72 Walls and Ceilings, Interior
Labor-
Output
Hours
base paint, add
1700
For
1800
For ceiling installations, add
2000
Masonry
oil
Crew
Daily
2100
2014 Bare Unit
Material
S.F.
10%
Total
Costs
Equipment
Labor
InclO&P
Total
25%
or concrete block, primer/sealer, latex paint
smooth
Primer,
2110
IPord
brushwork
finish,
Roller
1000
.008
1150
.007
S.F.
.10
.32
.10
.28
.42,
.59 .52
!
'
2180
Spray
2200
Sand
finish,
brushwork
2400
.003
.09
.13
.22
.30
850
.009
.10
.37
.47
.67
2210
Roller
975
.008
.10
.32
.42
.60
2280
Spray
2050
.004
.09
.15
.24
.33
1100
.007
.08
.29
.37
.52
2410
Roller
1300
.006
.08
.24
.32
.46
2480
Spray
2400
.003
.07
.13
.20
.28
950
.008
.08
.33
.41
.59
Roller
1090
.007
.08
.29
.37
.53
Spray
2040
.004
.07
.16
.23
.31
525
.015
.29
.60
.89
1.23
2400
smooth
Finish coat,
2500
Sand
2510 2580
finish,
finish,
brush
brushwork
Primer plus one finish coat, smooth brush
2800 2810
Roller
615
.013
.18
.51
.69
.97
2880
Spray
1200
.007
.16
.26
.42
.58
450
.018
.18
.70
.88
1.26
.016
.18
.61
.79
1.12
.31
.47
.64
2900
Sand
finish,
brushwork
2910
Roller
515
2980
Spray
1025
.008
.16
3200
355
.023
.26
.89
1.15
1.63
415
.019
.26
.76
1.02
1.44
800
.010
.23
.40
.63
.85
305
.026
.26
1.04
1.30
1.85
Roller
350
.023
.26
.90
1.16
1.65
Spray
675
.012
.23
.47
.70
.96
900
.009
.70
.35
1.05
1.30
Primer plus 2 finish coats, smooth, brush
3210
Roller
3280
Spray
3300
Sand
3310 3380 3600
finish,
brushwork
Glaze coating, 3 coats, spray, clear
3620
900
.009
1.13
.35
1.48
1.78
brushwork
425
.019
.12
.74
.86
1.25
water repellent, 2 coats, spray
2000
.004
.29
.16
.45
.56
Multicolor
4000
Block
4100
Silicone,
4120
For
oil
filler,
coat,
1
10%
base paint, add
work 8'
8200
For
15' H, odd
10%
8300
For work over 15' H, add
20%
8400
For light textured surfaces, add
10%
8410
-
25%
Heavy textured, add
09 91 23.74 Walls and
Ceilings, Interior,
Zero YOC Latex
0010
WALLS AND CEILINGS, INTERIOR, ZERO VOC LATEX
01 00
Concrete, dry wall or plaster, latex, primer or sealer coat
0200
Smooth
finish,
0240
Roller
0280
Spray
0300
Sand
finish,
0340
Roller
0380
Spray
0800
0840 0880 0900
Paint 2 coats,
brushwork
smooth
finish,
brushwork
Roller
Spray
Sand
finish,
0940
Roller
0980
Spray
1200
brushwork
Paint 3 coats,
brushwork
smooth
finish,
brushwork
m m m m m m m m m m m m m
1
Pord
1150
.007
S.F.
.06
.28
.34
.48
1350
.006
.06
.23
.29
.42
2750
.003
.05
.12
.17
.22
975
.008
.06
.32
.38
.56
1150
.007
.07
.28
.35
.48
2275
.004
.05
.14
.19
.27
680
.012
.14
.47
.61
.86
800
.010
.15
.40
.55
.76
1625
.005
.13
.19
.32
.43
605
.013
.14
.52
.66
.94
1020
.008
.15
.31
.46
.63
1700
.005
.13
.19
.32
.42
510
.016
.21
.62
.83
1.16
r
359
91 Paintins 09 91 23 “
Interior Painting
09 91 23.74 Walls and
Ceilings, Interior,
Zero
VOC
Latex
Crew
1240
Roller
1^
1
280
Spray
m
1
800
IPord
Daily
Labor-
Output
Hours
Unit
650
.012
S
1625
.005
2014 Bare Moterial
F.
.71
.97
.38
.50
25% 10%
8300
For work over 15' H, add
20%
00] 0 01 00
Painting
DRY FALL PAINTING Sprayed on walls, gypsum board
0220
One coat
0250
Two
0280
.003
.06
.12
.18
.24
1560
.005*
.11
.20
.31
.43
1560
.005
.06
.20
.26
.37
coats
1300
.006
.11
.24
.35
.49
Concrete block, one coat
1560
.005
.06
.20
.26
.37
1300
.006
.11
.24
.35
.49
877
.009
.06
.36
.42
.60
650
.012
.11
.49
.60
.85
1560
.005
.06
.20
.26
.37
1300
.006
.11
.24
.35
.49
1560
.005
.06
.20
.26
.37
1300
.006
.11
.24
.35
.49
1560
.005
.06
.20
.26
.37
1040
.008
.11
.30
.41
.58
.07
.79
.86
1.27
R0991 00-20
1
Pord
coats
Concrete or textured plaster, one coat
Two
0340 0370
Two
0400
coats
Wood, one coat
0430
Two
On
ceilings,
coats
gypsum board
0470
One coat
0500
Two
0530
1
Pord
coats
Two
coats
Structural steel, bar joists or metal deck,
0580
Two
S.F.
or plaster
Concrete or textured plaster, one coat
0560 0570
or plaster
2600
0310
0440
,
O&P
.19
15' H, add
Fall
IncI
.49
For work 8'
09 91 23.75 Dry
Total
.19
8200
•
Total
Costs
Equipment
.22
[H
For ceiling installations, odd
Lobor
one coot
coats
S.F.
09 93 Staining and Transparent Finishing 09 93 23 -
interior Staining
and
Finishing
09 93 23.10 Varnish 0010 0012
VARNISH 1
coat
-t-
sealer,
on wood
trim, brush,
no sanding included
0020
1
coat
+
seoler,
on wood
trim, brush.
no sanding included, no VOC
0100
Hardwood
39
09 96 23.10
0100
2 coats, no sanding included,
roller
400
.020
S.F.
400
.020
.18
.79
.97
1.39
1890
.004
.15
.17
.32
.42
2.06
.16
2.22
2.51
2.35
.16
2.51
2.82
96 High-Performance Coatings
09 96 23 0010
floors,
IPord
Graffiti-Resistant Coatings
Graffiti Resistant
Treatments
GRAFFITI RESISTANT TREATMENTS, Non-sacrificial,
permanent
sprayed on wolls
nan-stick coating, clear,
on metals
1
Pord
2000
.004
.004 .004
3.03
.16
3.19
3.58
.16
3.60
4.02
.16
3.60
4.02 4.61
S.F.
0200
Concrete
2000
0300
Concrete block
2000
0400
Brick
2000
.004
3.44
0500
Stone
2000
.004
3.44
0600 2000
Unpainted
wood
Semi-permanent cross
linking
2100
Concrete
2200
Concrete block
polymer primer, on metals
:
!
2000
.004
3.97
.16
4.13
2000
.004
.67
.16
.83
.97
.16
.96
1.12
.16
1.16
1.34
.96
1.12
2000
.004
2000
.004
.80 1
2300
Brick
2000
.004
.80
.16
2400
Stone
2000
.004
.80
.16
.96
1.12
1.11
.16
1.27
1.46
.55
.16
.71
.84
2500
Unpainted
3000
Top coat, on metals
360
wood
2000
.004
2000
.004 '
t
1
09 96 High-Performance Coating S 09 96 23 09 96 23.10
•
1
V
Graffiti-Resistant Coatings Treatments
Graffiti Resistant
Crew
Daily
Labor-
Output
Hours
Unit
2000
.004
S. F.
3100
Concrete
3200
Concrete block
2000
3300
Brick
3400
Stone
3500
Unpointed
5000
fvf
1
Pord
wood
woter based, on metal
2014 Bare Material
Totol
Costs
Equipment
Labor
Total
IncI
O&P
.62
.16
.78
.93
.004
.87
.16
1.03
1.20
2000
.004
.73
.16
.89
1.04
2000
.004
.73
.16
.89
1.04
2000
.004
.87
.16
1.03
1.20
2000
.004
.32
.16
.48
.60
5100
Concrete
2000
.004
.32
.16
.48
.60
Sacrificial,
5200
Concrete block
2000
.004
.32
.16
.48
.60
5300
Brick
2000
.004
.32
.16
.48
.60
5400
Stone
2000
.004
.32
.16
.48
.60
5500
Unpainted
2000
.004
.32
.16
.48
.60
.63
.70
8000
wood
Cleaner for use after treatment
Towels or wipes, per package of
8100
30
.63
Ea. n
8200
24
Aerosol spray,
18
oz. can
19.80
18
09 96 46 - Intumcscent Coatings 09 96 46.10 Coatings, Intumescent 0010 0100
COATINGS, INTUMESCENT, On
exterior structural steel,
spray applied
0.25"
d.f.t.
1
Pord
475
.017
S.F
.41
.67
1.08
1.45
0150
0.51"d.f.t.
350
.023
.41
.90
1.31
1.81
0200
0.98"
280
.029
.41
1.13
1.54
2.15
300
.027
.41
1.05
1.46
2.04
0300
On
d.f.t.
interior structural steel,
0.108"
d.f.t.
0350
0.310"
d.f.t.
150
.053
.41
2.11
2.52
3.62
0400
0.670"
d.f.t.
100
.080
.41
3.16
3.57
5.20
650
.012
.31
.49
.80
1.07
09 96 53 - Elastomeric Coatings 09 96 53.10 Coatings, Elastomeric 0010 0020
0100
COATINGS, ELASTOMERIC High build, water proof, one coat system Concrete, brush
1
Pord
S.F
0110
Roll
1650
.005
.31
.19
.50
.63
0120
Spray
2600
.003
.31
.12
.43
.52
.36
.53
.89
1.19 .74
0200
600
.013
0210
Roll
1400
.006
.36
.23
.59
0220
Spray
1900
.004
.36
.17
.53
.65
0300
Concrete block, brush
400
.020
.50
.79
1.29
1.74
0310
Roll
1000
.008
.50
.32
.82
1.03
0320
Spray
1500
.005
.50
.21
.71
.87
525
.015
.31
.60
.91
1.25
305
.026
.65
1.04
1.69
2.28
525
.015
.40
.60
1
1.35
170
.047
1.20
1.86
3.06
4.12
235
.034
.61
1.35
1.96
2.70
130
.062
1.31
2.43
3.74
5.10
130
.062
1.19
2.43
3.62
4.97
80
.100
2.06
3.96
6.02
8.20
295
.027
.56
1.07
1.63
2.23
145
.055
1.04
2.18
3.22
4.42
390
.021
.67
.81
1.48
1.96
95
.084
1.14
3.33
4.47
6.25
Stucco, brush
09 96 56 - Epoxy Coatings 09 96 56.20 Wall Coatings 0010 0100 0200 0300 0400
0600 0700 0900 1000
1500 1600 1800 1900
WALL COATINGS Acrylic
glazed coatings,
minimum
IPord
Maximum Epoxy coatings, minimum
Maximum Exposed aggregate, troweled on,
Maximum /2" 1
to
5/8"
1
/1
6"
to
1 /4", minimum
(epoxy or polyacrylate) oggregate,
minimum
Maximum Exposed aggregate, sprayed on,
1
/8"
Maximum High build epoxy,
50
Maximum
mil,
minimum
oggregate,
minimum
S.F
361
09 96 56.20 Wall Coatings 2I00
Laminated epoxy with fiberglass, minimum
Sprayed
1
/1
6"
thick,
minimum
minimum
Hours
Unit
295
.027
S.F.
.72
1.07
1.79
2.40
145
.055
1.30
2.18
3.48
4.71
2935
.003
.27
.11
.38
.46
640
.013
.73
.49
1.22
1.54
2014 Bare Material
Total
Casts
Equipment
Labor
Total
IncI
O&P
.011
.33
.43
.76
1.01
.033
.81
1.32
2.13
2.87
1135
.007
.27
.28
.55
.72
665
.012
.58
.48
1.06
1.36
440
.018
.47
.72
1.19
1.60
345
.023
.80
.92
1.72
2.26
640
.013
.33
.49
.82
1.10
330
.024
.53
.96
1.49
2.02
IPsst
1100
.007
S.E.
.12
.29
.41
.67
2Psst
3600
.004
S.F.
.08
.18
.26
.41
Maximum minimum
Maximum
3700
Labor-
735
Urethane on smooth surface, 2 coats, minimum
Ceramic-like glazed coating, cementitious,
Doily
Output
240
Maximum
3100 3600
perlite or vermiculite,
Vinyl plastic wall coating,
2800 3000
Ford
Maximum
2500 2700
1
Maximum
2200
2400
Crew
.
3900
Resin base,
4000
minimum
Maximum
r
[jQ 97 Special Coatings 09 97 13 - Steel Coatings 09 97 13»23 Exterior Steel Coatings 0010
EXTERIOR STEEL COATINGS
6100
Cold galvanizing, brush
6510
Paints
6520
&
R050516 30
in field
protective coatings, sprayed in field
Alkyds, primer
6540
Gloss topcoats
3200
.005
.08
.20
.28
.46
6560
Silicone alkyd
3200
.005
.15
.20
.35
.53
3000
.005
.29
.22
.51
.71
.006
.26
.23
.49
.71
.006
.33
.23
.56
.78 .86
6610
Epoxy, primer
6630
Intermediate or topcoat
2800
6650
Enamel coat
2800
Epoxy
2800
.006
.40
.23
.63
2800
.006
.22
.23
.45
.66
3600
.004
.06
.18
.24
.39
3200
.005
.06
.20
.26
.44
2000
.008
.40
.32
.72
1.02
2000
.008
.30
.32
.62
.91
1800
.009
.86
.36
1.22
1.60
1800
.009
.26
.36
.62
.94
6700 6720 6810
6940 7000 7010
7020 7030
362
primer
Topcoats Latex primer
6830 6910
ester,
Topcoats Universal primers, one part, phenolic, modified alkyd
Two
part,
epoxy spray
Zinc rich primers, self cure, spray, inorganic
Epoxy, spray, organic
Above one
story, spray painting
Intricate structures,
add
1j simple structures, add
25% 50%
I
I
Estimating Tips
•
10 20 00 Interior
or backing to support the
General
•
The items
not included in the installation
usually priced per square foot
compartments, shower/dressing compartments,
Many
of toilet
items in Division 10
require
some type
or cubicles. Appropriate line
of support
The
the item.
required anchors
must he added
may need •
to the estimate
assembly
may
amount of assembly Assembly can often
A
by
stall consists of a
and door
with hardware. Toilet tissue holders and grab bars are extra. •
The
required acoustical rating
of a folding partition
required.
impact on costs. transmission sound Verify the
No
part of this publication
by any means without
may
can have a
significant
facility,
made
an existing
provisions
must be
to attach the grab bars to
solid structure.
Reference numbers are shown in
shaded boxes
at the
some major numbers refer
beginning of
classifications.
These
to related items in
the Reference Section.
The
reference information
may
be
an estimating procedure, an alternate pricing method, or technical information.
coefficient rating of the panel
Note: Not
priced to the specification
here necessarily appear in this
requirements.
publication.
be reproduced, stored in a retrieval system, or transmitted in any form RSMeans, a division of Reed Construction Data.
prior written permission of
are installed at
grab bars
Reference Numbers
Verify the
exceed installation time.
or
stall.
side wall, pilaster,
require
before installation.
When
added to
Toilet partitions are priced
the
in Division 10,
such as lockers,
to be
support the installations.
in the appropriate division.
Some items
required load.
items from Divisions 5 or 6
system or special anchors that are not usually furnished with
•
Support angles and blocking are
in this division are
or each. •
installation does not
include supplemental blocking
Specialties •
Grab bar
all
subdivisions listed
:
Common Work Results for Spedaltles
10 05
10 05 05 - Selective Specialties Demolition Doily
Labor-
Crew
Output
Hours
Unit
2Clab
15
1.067
Ea.
24
.667
8
2
14
.571
10 05 05.10 Selective Demolition, Specialties 0010
2014 Bore Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
SELECTIVE DEMOLITION, SPECIALTIES
1100
Boards and panels, wall mounted
1200
Cases, for directory and/or bulletin boards, including doors
1850
Shower
partitions, cobinet or stall, including
1855
Shower
receptor, terrazzo or concrete
1900
Curtain track or rod, hospital type, ceiling
1910
Toilet cubicles,
1930
Urinal screen,
-
base and door 1
mounted
Clab n
or
39
60.50
24.50
24.50
37.50
73.50
73.50
21
21
113 32.50
:
220
.036
2 Clab
8
2
IClab
12
.667
320
.025
L. E.
2 Clab
850
.019
S
IClab
2
4
15
.533
2
8
12
.667
1
16
660
335
995
1,375
2.50
6.400
264
133
397
550
suspended
remove
r
39
L.
Eo.
1.33
1.33
73.50
73.50
24.50
24.50
37.50
.92
.92
1.41
2.06
113
t
remove
ft
2650
Wall guard, misc. wall or corner protection
2750
Access
3050
Fireplace, prefab, freestanding or wall hung, including
3054
Chimney
3200
Stove, woodburning, cast iron
2 Clab
3440
Weathervane,
1
3500
Flagpole, groundset, to 70' high, excluding base/foundation
floor,
metal panel system, including pedestals, covering
hood and screen
residential
4300
Letter, signs or plaques, exterior
4310
Signs, street, reflective aluminum, including post and bracket
4320
Door signs
4550
Turnstiles,
5050
Lockers
5250
Cabinets, recessed
interior
manual
K-1
IClab
on wall
selective demolition
2 Clab
or electric
1
Clab
Q-12
5260
Mail boxes, Horiz., Key Lock, front loading.
5350
Awning,
6050
Partition,
6100
Folding gate, security, door or
6580
Acoustic air wall
7550
Telephone enclosure,
8850
Scale, platform, excludes foundation or pit
fabric, including
woven
Clab
n
on door 6" x 6",
Remove
frame
1
Carp
2 Clab
wire
window
exterior, post
.69
147
1.06
147
226
t!
top, simulated brick, 4' high
To 30' high
3555
.69
E.
Ea.
mounted
19.55
30
19.55
293
293
24.50
450
24.50
37.50
20
.400
14.65
14.65
22.50
60
.133
4.89
4.89
7.55
20
.400
2
8
15
.533
Opng.
19.55
19.55
30
12
1.333
Ea.
66.50
66.50
100
10.80
10.80
16.65
5.85
5.85
9.05
14.65
293
ir
14.65
22.50
450
293
34
.235
100
.160
1400
.011
.42
.42
.65
500
.032
1.17
1.17
1.81
650
.025
'I1
.90
.90
1.39
3
5.333
Ea.
.25
64
S
F.
195
195
300
2,350
2,350
3,625 t
10 11
Visual Display Units
10 11 13 - Chalkboards 1011 13.13 Fixed Chalkboards 0010
3900 4000
FIXED
CHALKBOARDS
Porcelain
enamel
steel
Wall hung
Aluminum frame and chalktrough
4200
3'x4'
16
1
240
46
286
335
4300
3'x5'
15
1.067
310
49
359
415
4500
4'x8'
14
1.143
425
52.50
477.50
545
4600
4'xl2'
13
1.231
T
585
56.50
641.50
730
16
1
Ea.
217
46
263
310
2 Carp
r
Ea.
4700
Wood frame and
4800
3'x4'
5000
3'x5'
15
1.067
261
49
316
370
5100
4'x5'
14
1.143
275.
52.50
327.50
380
5300
4'x8'
13
1.231
355
56.50
411.50
475
16
1
252
46
298
350
14
1.143
380
52.50
432.50
500
1.333
535:
61
596
685
5400
5420
chalktrough
Liquid cholk, white porcelain
Deluxe
aluminum
units,
5450
4'
5500
4'x8'
5550
4'xl2'
5700
364
Wood
2 Carp
enamel, wall hung trim
and chalktrough
x4'
trim
1f
and chalktrough
2 Carp
12
Ea.
r
10 11 Visual Display Units 1011 13 - Chalkboards 1011 13.13 Fixed Chalkboards 5900
4'x4'
6000
4'x6'
6200
4'x8'
6300
Daily
Labor-
Crew
Output
Hours
Unit
Material
2 Carp
16
1
Ea.
715
46
15
1.067
810
49
14
1.143
970
52.50
2014 Bare
1
i
Liquid chalk, felt tip
markers
6500
Erasers
6600
Board cleoner, 8 oz. bottle
r
Total
Casts
Equipment
Labor
Total
IncI
761 .
859 1,022.50
O&P
855 965 1,150
2.04
2.04
2.24
1.81
1.81
1.99
6
6
6.60
1011 13.23 Modular-Support-Mounted Chalkboards 0010 0400 0450
MODULAR-SUPPORT-MOUNTED CHALKBOARDS Sliding chalkboards Vertical,
one
sliding
0500
8'x4'
0520
8'x8'
2 Carp
8'xl2'
0540 Two
0600
-
sliding boards, with
0620
8'x4'
0640
8'x8'
0660
8'xl2'
0700
board with back panel, wall mounted
Horizontal,
2
i,m
91.50
2,316.50
2,600
2.133
3,225
98
3,323
3,700
7
2.286
4,175
105
4,280
4,750
Fa.
back panel
2 Carp
4
8
2
7.50
2.133
7
2.286
8
2
Fa.
r
3,500
91.50
3,591.50
4,000
5,025
98
5,123
5,700
8,400
105
8,505
9,400
91.50
2,041.50
2,300
two track
4' X 8', 2
0800
8
7.50
2 Carp
sliding panels
Fa.
1,950
0820
4' X 12', 2 sliding panels
7.50
2.133
2,550
98
2,648
2,950
0840
4' X 16', 4 sliding panels
7
2.286
3,425
105
3,530
3,925
0900
r
\7
four track, four sliding panels
0920
4'x8'
8
2
3,150
91.50
3,241.50
3,600
0940
4'xl2'
7.50
2.133
4,100
98
4,198
4,675
4'xl6'
7
2.286
5,350
105
5,455
6,025
0960 1200
Vertical,
1400
One
2 Carp
motor operated back ponel
sliding panel with
1450
10'x4'
1500
lO'xlO'
2 Carp
10'xl6'
1550 1700
Two
Fa.
r
sliding panels
4
4
3.75
4.267
3.50
4.571
4
4
5,650
183
5,833
6,500
6,825
196
7,021
7,800
r
8,050
210
8,260
9,175
Eo.
10,000
183
10,183
11,300
Fa.
with back panel
1750
10'x4'
1800
lO'xlO'
3.75
4.267
11,700
196
11,896
13,100
1850
10'xl6'
3.50
4.571
13,300
210
13,510
15,000
4
4
14,000
183
14,183
15,700
3.75
4.267
15,300
196
15,496
17,200
3.50
4.571
18,500
210
18,710
20,700
2000
2 Corp
r
Three sliding panels with back panel
2100
10'x4'
2150
lO'xlO'
2 Carp
10'xl6'
2200
1r
2400
For projection screen, glass beaded, add
2500
For remote control,
2600
1
For units without back panels, deduct For liquid chalk porcelain panels, add
Swing
leaf,
any comb,
3200
48"
of chalkboard
X
S
&
cork,
F.
8.90
380
380
420
655
655
725
5.10
5.10
5.65
5.50
5.50
6.05
aluminum frame
X
40" ponels
Eo.
1,575
1,575
1,750
2,650
2,650
2,925
r
40" panels
Wall mounted, 6 panels
3400
30"
3450
48" X 40"
3700
Fa.
8.10
8.10
Floor style, 6 panels
30"
3600
F.
t
3150
3300
r
S
panel control, add
2850
3100
Fa.
2 panel control, add
2800
3000
1r
X
40" panels
2 Carp
16
1
16
1
Fa.
1,500
46
1,546
1,725
1,850
46
1,896
2,100
299
330
f
panels
Extra panels for swing leaf units
30"
X
40"
panels
Eo.
299
365
2 1
10 11 Visual Display Units 10 11 13 - Chalkboards 1011 13.23 Modular-Support-Mounted Chalkboards 48"
3750
X
Crew
Daily
Labor-
Output
Hours
40" panels
2014 Bare
Total
Costs
Equipment
O&P
Unit
Material
Ea.
370
370
405
615
615
680
565
565
620
675
675
745
705
705
775
1,050
1,050
1,150
1,025
1,025
1,125
Labor
Total
IncI
1011 13.43 Portable Chalkboards 0010
’ORTABLE CHALKBOARDS
0100
Freestanding, reversible
0120
Economy, wood frame, 4' x 6'
0140
Chalkboard both sides
0160
Chalkboard one side, cork other side
* Ea. ft
Standard, lightweight satin finished aluminum, 4' x 6'
0200 0220
;
Chalkboard both sides
0240
Ea.
"
Chalkboard one side, cork other side Deluxe, heavy duty extruded aluminum, 4' x 6'
0300 0320
Chalkboard both sides
0340
Chalkboard one side, cork other side
Ea. ff
10 11 16 - Markerboards 1011 16.53 0010
Electronic Markerboards
ELECTRONIC MARKERBOARDS
0100
Wall hung or free standing, 3' x 4' to 4' x 6'
0150
5'x6'to4'x8'
0500
Interactive proiection
module
84
91.50
175.50
234
63
91.50
154.50
211
1,300
91.50
1,391.50
1,575
2.07
2.53
4.60
6.20
4.14
2.53
6.67
8.45
6.30
2.53
8.83
10.85
.055
8.30
2.53
10.83
13.05
.055
10.60
2.53
13.13
15.60
290
.055
6.50
2.53
9.03
11.05
\[
290
.055
8.05
2.53
10.58
12.75
2.70
2.97
2Corp
290
.055
8.75
2.53
11.28
13.50
290
.055
5.30
2.53
7.83
9.75
385
.042
3.06
1.91
4.97
6.30
350
.046
2 Carp
8
2
8
2
8
2
Ea.
290
.055
S.F.
290
.055
290
.055
290 290
S.F. ff
for existing
whiteboards
10 11 23 - Tackboards 10 11 23.10 Fixed Tackboards 0010 0020
FIXED
TACKBOARDS
Cork sheets, unbacked, no frame,
/2" 1
0100 0300
On
1
0600
no frame, on
/4"
cork on
On 7/1 6"
0900
1
7/32"
2 Carp
/4"
cork underlay
hardboard
fire
retardant core
With edges wrapped
1000
2.70
Designer fabric only, cut to size
/4" 1
1300
2000
thick
With edges wrapped
0700
1200
/4"
thick
Fabric-face,
0400
1
vinyl cork,
on 1/4"
hardboard, no frame
On l/4"coreboord For
map and
display
rail,
economy, add
IF. f
2100 2120
Deluxe, add Prefabricated,
2140 2160
4' X 4' with aluminum frame
2230 2240
4' X 8' with aluminum frame With wood frame 4' X 12' with aluminum frame Bulletin
2270 2300
X 24",
economy
2 Carp
Deluxe
42"
X 30",
economy
Deluxe
1r
1
16
1
Ea.
2.10
6.80
8.40
207
46
170
156
46
202
242
218
16
1
134
46
180
16
1
180
46
226
269
14
1.143
270
52.50
322.50
380
14
1.143
235
52.50
287.50
340
12
1.333
400
61
461
535
1
1.333
310
61
371
435
12
1.333
405
61
466
540
12
1.333
365
61
426
495
12
1.333
525
61
586
675
12
1.333
605
61
666
760
11
1.455
Ea.
Gloss enclosed cabinets, alum., cork panel, hinged doors
2400
3' X 3',
2500
4' x4', 2 door
1
door
2600
4' X 7', 3 door
2800
4' X 10', 4 door
2 Carp
'I
1 ,
366
16
4.70
124
board case, single glass door, with lock
36"
2250
2260
1
Wood frame
2210 2220
/4"
Wood frame
2180 2200
1
cork, 3' x 5' with aluminum frame
Ea.
1,000
66.50
1,066.50
1,200
1,848.50
2,075
2,441.50
2,750
10
1.600
1,775
73.50
8
2
2,350
91.50
10 11 Visual Display Units
-'m: aj'i.-
10 11 23 - Tackboards !
1011 23.10 Fixed Tackboards
Daily
Labor-
Crew
Output
Hours
Unit
lElec
13
.615
Ea.
2 Carp
2014 Bare Material
Labor
Totol
Costs
Equipment
Total
i1
IndO&P
'
2900 3 00
For lights, add per door opening
Horizontal sliding units, 4 doors, 4
x 8
8
x 4
161
33
194
227
9
1.778
1,950
2,031.50
2,275
3200
4'xl2'
7
2.286
2,550
105
2,655
2,950
3400
8 doors, 4' X 16'
5
3.200
3,450
147
3,597
4,000
3500
4'x24'
4
4
4,650
183
4,833
5,375
1
'
' ,
'
81.50
10 11 23.20 Control Boards 0010
CONTROL BOARDS
0020
Magnetic, porcelain
8" x 24", framed
8
2
199
91.50
290.50
360
X
36"
7.50
2.133
295
98
393
475
36"
X
48"
7
2.286
390
105
495
590
0300
48"
X
72"
6
2.667
860
122
982
1,125
0400
48"
X
96"
1 r
5
3.200
1,075
147
1,222
1,400
2 Carp
3
5.333
2
8
0100
24"
0200
finish,
1
2 Carp
Ea.
:
,
10 13 Directories 101310 ~
Building Directories
10 13 10.10 Directory Boards 0010
0050
DIRECTORY BOARDS
36"
0100 0300
36" Black
20"
48"
X
felt,
3
48" 30"
X
20"
Outdoor, weotherproof, black plastic,
36"
24"
x
36"x36"
1000 1800
x
36"x48"
0700 0900
X
30"
Grooved cork, 30" x 20"
0400 0600
covered,
Plastic, glass
8" x 24"
Ea.
.
5.333'
234
245
479
630
845
365
1,210
1,500
405
245
650
820
2
8
555
365
920
1,175
3
5.333
231
245
476
630
2
8
445
365
810
1,050
2
8
760
365
1,125
1,400
1.50
10.667
880
490
1,370
1,725
105
7
2.286
157
262
335
X
36"
7
2.286
154
105
259
330
2000
36"
X
24"
6
2.667
154
122
276
360
2100
36"
X
48"
6
2.667
251
122
373
465
Indoor,
economy, open face,
1900
24"
2400
1
24"
8" 4
4
315
183
498
630
2500
36"
X
24"
3.50
4.571
370
210
580
735
2600
48"
X
32"
3
5.333
610
245
855
1,050
2.50
6.400
655
293
948
1,175
2
8
860
365
1,225
1,500
1
16
970
735
1,705
2,200
135
148
2700
Building directory, olum., black felt panels,
2 door,
36"
2800
36"
2900
48"
x
1
door,
X
60"
X
60"
W
For bronze
3200
For bronze anodized finish, add
3400
For illuminated directory, single door unit, odd
3500
For
6100
1
48"
3100
6050
x
enamel
finish,
6" heoder panel, 6
15%
add
letters
25% 135
per foot, add
Building directory, electronic display, alum, frame, wall
mounted
2 Carp
32
.500
60
.267
f
Free standing
21.50
21.50
L.
S.F.
23.50
2,275
23
2,298
2,525
2,800
12.25
2,812.25
3,100
t
367
10 14 Signage 101419 -
Dimensional Letter Signage
10 14 19.10 Exterior Signs 0010 0020
Letters,
2" 1
0160 6"
/2"
high,
8"
high,
10"
5/8"
deep, cast aluminum
3/4"
deep, cast aluminum
high,
V'deep,
cast
aluminum
1
2" high,
1
-1
/4"
deep, cast aluminum
Cast bronze
1600
14"
1800
Fabricated stainless steel,
high,
2"
aluminum
cast
6"
2" deep
high,
31
11.45
42.45
52
24
.333
29
15.30
44.30
55.50
24
.333
59
15.30
74.30
88.50
14
.571
37
26
20
.400
82.50
18.35
18
.444
48
20.50
68.50
18
.444.
114
20.50
134.50
157
12
.667
55
30.50
85.50
107
18
.444
136
20.50
156.50
182
63 100.85
81.50
120 84.50
12
.667
82
30.50
112.50
137
20
.400
41.50
18.35
59.85
74 106 166
10
.800
212
36.50
248.50
290
20
.400
16.90
18.35
35.25
47
18
.444
39
20.50
59.50
74.50
4
4
1,425
183
1,608
1,825
4
4
1,875
183
2,058
2,325
high,
4" deep
on high density foam,
8"
2"
1
2" deep
high,
high, 2" deep
Plaques, custom,
20"
f
450
x 30", for up to
letters, cast
aluminum
2 Carp
Cast bronze
30"
X 36", up to
900
letters cast
aluminum
Cast bronze
36"
X 48", for up to
1
300
letters, cast
bronze
Signs, reflective alum, directional signs, dbl. face, 2-way,
w/bracket
4-way Exit signs,
24
ga. alum.,
1
4" x
1
2" surface mounted
1
Carp
10"x7"
Interior elec., wall
1
2" x
0" 1
r
14" x 10" panels, 2 lamps, 6"
mount, fiberglass
1
Clab
1
Elec
8"
3
5.333
2,350
245
2,595
2,950
3
5.333
4,225
245
4,470
5,025
4,600
365
4,965
5,650
2
8
30
.533
144
24.50
168.50
196
30
.533
231
24.50
255.50
292
30
.267
47.50
12.25
59.75
71.50
20
.400
25.50
18.35
43.85
56.50
30
.267
56
12.25
68.25
81
50
.160
27
5.85
32.85
38.50
8
1
87
53.50
140.50
176
8
.1
103
53.50
156.50
194
/
Replacement sign faces, 6"
or
8"
1014 23.13 Engraved
Clab
50
.160
V
62.50
5.85
68.35'
77.50
ICIab
Ea.
1
'
10 14 23 - Panel Signage
1010
.250
87.50
Sticky back, stock decals,
0010
59.50
32
139.50
5500
6400
51.50
46
30.50
high,
Bracket mounted, double face,
6100
40.80
20.50
O&P
20.50
Acrylic,
1
2-5/16" deep,
5400
6000
15.30
25.50
Ind
67
4300
5200
25.50
Tatal
109
4000
5100
Ea.
.444
Tatal
Casts
Equipment
.444
24"
4900
.333
18
Labar
.667
2200
4800
24
2014 Bare Material
12
1
4500
Unit
18
1
4200
Hours
8" high, 3" deep
1900
3900
Labor-
3" deep
2100
2800
Corp
Bronze
1500
2700
1
deep, cast aluminum
Cast bronze
1000 1200
deep, cost bronze
Cast bronze
0700 0900
3/8"
high,
Cast bronze
0400 0600
Daily
Output
EXTERIOR SIGNS
0140
0300
Crew
Panel Signage
ENGRAVED PANEL SIGNAGE,
interior
5/8"
4" x 4"
32
.250
30.50
9.15
39.65
47.50
1050
6"x6"
32
.250
46.50
9.15
55.65
65
1100
8"x2"
32
.250
30.50
9.15
39.65
47.50
1150
8"x4"
32
.250
39.50
9.15
48.65
57.50
1200
8"x8"
32
.250
52.50
9.15
61.65
72
1250
12"x2"
32
.250
35
9.15
44.15
52.50
1300
12"x6"
32
.250
50
9.15
59.15
69
130
1350 1500
Flexible door sign, adhesive back, w/Braille,
letters,
12"xl2" Graphic symbols, 2" x 2"
32
.250
105
9.15
114.15
32
.250
12
9.15
21.15
27.50
48
1550
6"x6"
32
.250
31
9.15
40.15
1600
8"
8"
32
.250
39
9.15
48.15
56.50
2010
X
Corridor, stock acrylic,
2-sided, with mounting brocket, 2" x 8"
2020
2"xl0"
2050
3"
2060
3"xl0"
2070
3"x12"
368
X
8"
1
Carp
24
.333
24.50
15.30
39.80
50.50
24
.333
33.50
15.30
48.80
60.50
24
.333
28.50
15.30
43.80
55
24
.333
42
15.30
57.30
70
24
.333
47
15.30
62.30
75
10 14 Signage 1014 23 - Panel Signage 1014
23.13 Engraved Panel Signage
Crew
Daily
Labor-
Output
Hours
Unit
24
.333
Eo.
2100
4"x8"
2110
4"xl0"
24
2120
4"xl2"
0010 0012
Stock,
36.30
46.50
.333
37
15.30
52.30
64
24
.333
50.50
15.30
65.80
79
70
.457
83
18.15
10.85
112
131
High intensity
70
.457
95.50
18.15
10.85
124.50
145
X 30", reflectorized
70
.457
121
18.15
10.85
150
173
70
,457
133
162
186
70
.457
70
70
24"
30"
0400
1300
2300
Signs
.080" alum,
X 24", no posts,
8" X 24", stock
24"
1200
2200
Signage
B-80
reflectorized
1
2" x
1
8", reflectorized
High intensity 1
1000
2000
‘ftaffic
Carp
High intensity
0900
1800
1
Guide ond directional signs,
0700
1600
O&P
Ind
Total
15.30
Traffic
0100
1500
Total
Costs
Equipment
TRAFFIC SIGNS
0300
0600
Labor
21
10 14 53 1014 53.20
2014 Bare Moteriol
Add
to
signs, reflectorized
Eo.
18.15
10.85
34.50
18.15
10.85
63.50
78
.457
51
18.15
10.85
80
96.50
.457
46
18.15
10.85
75
91
96.50
High intensity
70
.457
51
18.15
10.85
80
X 24", stock signs, reflectorized
70
.457
56
18.15
10.85
85
101
High intensity
70
.457
61
18.15
10.85
90
107
200
.160
32.50
6.35
3.79
42.64
50
140
.229
39
9.10
5.40
53.50
63
350
.091
33.50
3.63
2.17
39.30
45
350
.091
33.50
3.63
2.17
39.30
45
165
.194
31
7.70
4.59
43.29
51
165
.194
29.50
7.70
4.59
41.79
49.50
above
for steel posts, galvanized,
lO'-O" upright, bolted
12'-0" upright, bolted
Highway road
signs,
aluminum, over 20
S.F., reflectorized
High intensity
Highway, suspended over road, 80
S.F. min., reflectorized
'
High intensity
or
'
'
>
S.F.
10 17 Telephone Specialties 10 17 16 - Telephone Enclosures 10 17 16.10 Commercial Telephone Enclosures 0010
0300 0400
1
COMMERCIAL TELEPHONE ENCLOSURES Shelf type, wall hung,
minimum
2 Carp
5
3.200
ft
Maximum
5
3.200
4
4
4
4
Eo.
1,025
147
1,172
1,350
2,850
147
2,997
3,350
"
10 21 Compartments and Cubicles 10 21 13 - Toilet Compartments 10 21 13.13 Metal Toilet Compartments 0010 0110 0200 0500 0600 0900
METAL TOILET COMPARTMENTS Cubicles, ceiling
hung
Powder coated Stainless steel
Powder coated
183
698
850
1,075
183
1,258
1,450
-
430
475
430
2 Carp
5
3.200
5
3.200
For handicap units, inch
52" grab
bars,
add
Ea.
590
147
737
870
1,150
147
1,297
1,500
296
325
V
296
Eo.
585
105
690
800
1,400
105
1,505
1,700
310
345
Floor anchored
Powder coated
2 Carp
steel
7
2.286
7
2.286
ff
Stainless steel For handicap units, inch
2500
add
n
2100
2450
bars,
steel
2000
2200
52" grab
For handicap units, inch
Stainless steel
1700
515
Floor and ceiling anchored
1300
1610
Ea.
tt
1000
1400
2 Carp
steel
52" grab
For juvenile units, deduct
bars,
310
add
6v. 1 r
41.50
41.50
45.50
Floor anchored, headrail braced
Powder coated
steel
2 Carp
6
2.667
Ea.
380
122
502
605
369
0
10 21 Compartments and Cubicles 10 21 13 - Toilet Compartments Labor-
10 21 13.13 Metal Toilet Compartments 2804
Stainless steel
2900
For handicop units, inch
3000
52" grab
bars,
Stainless steel
3400
For handicap units, inch
52" grab
bars,
Output
Hours
Unit
2 Carp
4.60
3.478
Ea.
add 2 Carp
7
2.286
"
7
2.286
.
add !
4000
Screens, entrance, floor
mounted, 58"
4200
Powder coated
4500
Stainless steel
4650
high,
4704
1
2 Carp
steel
15
1.067
15
1.067
2 Carp
steel
Stainless steel Floor
mounted, head
5300
Powder coated
5600
Stainless steel
IncI
O&P
1,209
1,400
370
410
105
740
860
1,650
105
1,755
1,975
370
410
6.15
2.602
242
49
291
340
910
49
959
1,075
206
119
325
410
580
119
699
825
ff
Ea.
"
6.15
2.602
8
2
8
2
braced
rail
2 Carp
steel
Ea.
n
ft
5750
Total
635
370
1
Ea.
tf
5100
159
Total
Costs
Equipment
8" wide
Powder coated
5004
1,050
Labor
48" wide
tf
Urinal screen,
Material
370
Cl
Wall hung partitions, powder coated steel
3300
2014 Bore
Crew
230
91.50
321.50
395
595
91.50
686.50
795
278
73.50
351.50
420
615
73.50
688.50
790
Pilaster, flush
5800
Powder coated
6100
Stainless steel
10
1.600j
10
1.600'
10
1.600
153
73.50
226.50
281
10
1.600
i
450
73.50
523.50
610
1
1.600
Ea.
153
73.50
226.50
281
10
1.600
227
73.50
300.50
365
10
1.600
106
73.50
179.50
229
10
1.600
310
73.50
383.50
455
10
1.600
134
73.50
207.50
261
^
10
1.600
575
73.50
648.50
750
2 Carp
22.20
.721
33
102.50
128
22.20
.721
124
33
157
188
23.30
.687
123
31.50
154.50
185
23.30
.687
242
31.50
273.50
315
13.30
1.203
131
55
186
229
13.30
1.203
271
55
326
385
18.90
.847
129
39
168
202
18.90
.847
191
39
230
270
18.90
.847
132
39
171
205
2 Carp
steel
i
6300
;
Post braced, powder coated steel
6600
!
Stainless steel
6700
Wall hung, bracket supported
6800
Powder coated
7100
2 Carp
steel
Stainless steel
7400
Flange supported, powder coated steel
7700
Stainless steel
7800
Wedge
8100
type,
powder coated
steel
Stainless steel
10 21 13.14 Metal Toilet Compartment Components 0010 0100 0110
METAL TOILET COMPARTMENT COMPONENTS Pilosters
Overhead braced, powder coated
0120 0130
powder coated
steel,
7" wide x 70" high
steel,
7" wide x 83" high
Stainless steel Ceiling hung,
0160
powder coated
Stainless steel
0170
Wall hung, powder coated steel,
0180
Stainless steel
0200 0210
Powder coated
0310 0320 0330
0340 0350 0360 0370
steel,
31" wide
x
58" high
2 Carp
steel,
53" wide
x
58" high
steel,
63" wide
x
58"
18.90
.847
360
39
399
18.90
.847
164
39
203
240
18.90
.847
470
39
509
575
18.90
.847
200
39
239
280
_
18.90
.847
515
39
554
625
2 Carp
14.10
1.135
14.10
1.135
14.10 14.10 14.10
high
Stainless steel
Ea.
r
Doors
Powder coated
steel,
24" wide
x
58"
high
Stainless steel
Powder coated
steel,
26" wide
x
58" high
Stainless steel
Powder cooted
steel,
28" wide
x
58" high
Stainless steel
Powder coated
steel,
36" wide
x
58"
high
138
52
190
232
287
52
339
395
1.135
140
52
192
235
1.135
296
52
348
405
1.135
160
52
212
257
14.10
1.135
330
52
382
445
14.10
1.135
172
52
224
271
Ea.
r
370
69.50
460
Stainless steel
Powder coated
0260 0300
1
Stainless steel
Powder coated
0240 0250
3" wide x 58" high
Ea.
Panels
0220 0230
7" wide x 82" high
Stainless steel Floor braced,
0140 0150
steel,
10 21 Compartments and Cubicles 10 21 13 - Toilet Compartments 10 21 13.14 Metal Toilet Compartment Components 0380 0400 0410
Stainless steel
For
powder coated
For
powder coated
Hours
Unit
Material
2 Carp
14.10
1.135
Ea.
370
For
powder coated
steel,
62"
long
2 Carp
65
.246
Ea.
84"
long
65 50 50
.320
30
.533
30
.533
46.50
4
4
Stainless steel
0440 0450
Labor-
Output
2014 Bare Labor
52
Total
Casts
Equipment
Total
422
O&P
IncI
490
Heodrails
0420 0430
Daily
Crew
steel,
Stainless steel
0460
steel,
1
20"
long
Stainless steel
21.50
11.30
32.80
41
.246
22.50
11.30
33.80
42.50
.320
32
14.65
46.65
58
34.50
14.65
49.15
60.50
42.50
24.50
67
84.50
24.50
71
88.50
10 21 13.16 Plastic-Laminate-Clad Toilet Compartments 0010
0110
PLASTIC-LAMINATE-CLAD TOILET COMPARTMENTS Cubicles, ceiling
0300
hung laminate an particle board
Plastic
2 Carp
f
520
Ea. r
0600 0900
For handicap units, inch
and
Floor
1100
For handicap units, inch
mounted
Floor
mounted, heodmil braced
4800
For handicop units, inch
52" grab
Entrance screen, floor mtd., plas. lam., Urinal screen,
5400
1
Floor
8" wide,
bars,
add
bars,
58"
5
Pilaster, flush, plastic
Post braced, plastic laminate
6700
Wall hung, bracket supported Plastic
3.200
785
Ea.
f
f
high,
147
296
855
430
475
932
1,100
296
325
2 Carp
7
2.286
Ea.
490
105
595
700
2 Corp
6
2.667
Ea.
750
122
872
1,025
370
410
370
add
ceiling braced, plastic
5900
7450
2 Carp
48" wide
15
1.067
610
49
659
745
8
2
184
91.50
275.50
345
8
2
190
91.50
281.50
350
10
1.600
505
73.50
578.50
675
10
1.600
300
73.50
373.50
445
2 Carp
10
1.600
Ea.
73.50
166
215
2 Carp
10
1.600
Ea.
230
73.50
303.50
365
22.20
.721
Ea.
95
33
128
156
2 Carp
laminate
mounted, headrail braced
6400
6900
430
odd
laminate on particle board
Plastic
3400
bars,
laminate on particle board
Plastic
2600
4300
52" grab
Floor
1800
2450
52" grab
703
anchored laminate on particle board
Plastic
1400 1610
ceiling
183
laminate
laminate on particle board
92.50
Flange supported
7500
Plastic
laminote on particle board
10 21 13.17 Plastic-Laminate Clad Toilet Compartment Components 0010 0100 0110
PLASTIC-LAMINATE CLAD TOILET Pilasters
Overhead braced, 7" wide
x
82"
2 Carp
high
anchored, 7" wide x 70" high
0130
Floor
0150
Ceiling hung,
0180
Wall hung, 3" wide
0200
COMPARTMENT COMPONENTS
23.30
.687
95
31.50
126.50
153
13.30
1.203
99.50
55
154.50
194
1 r
18.90
.847
r
93
39
132
162
2 Carp
Ea.
143
39
182
217
7" wide x 83" high x
58"
high
Panels
0210
31" wide
x
58"
18.90
.847
0230
51" wide
X
58" high
18.90
.847
196
39
235
276
0250
63" wide
x
58" high
18.90
.847
229
39
268
310
14.10
1.135
141
52
193
236
0300
high
Doois
0310
24" wide
x
58" high
0330
26" wide
X
58"
high
14.10
1.135
146
52
198
241
0350
28" wide
X
58"
high
14.10
1.135
150
52
202
246
0370
36" wide
X
58" high
14.10
1.135
180
52
232
279
65
.246
60
.267
30
.533
0400
Heodrails
0410
62"
2 Carp
1r
2 Carp
long
Ea.
r
Ea.
;
11.30
33.80
31.50
12.25
43.75
53.50
42
24.50
66.50
83.50
22.50
42.50
j
0430
84"
0450
1
long
1
j
20"
long
J
1W
1
L
371
10 21 Compartments and Cubicles 10 21 13 - Toilet Compartments Daily
Labor-
Output
Hours
2014 Bare
Total
Costs
1
10 21 13.19 Plastic Toilet Compartments OOl 0
PLASTIC TOILET
Crew
Unit
Material
Labor
Equipment
Total
1
'
InclO&P
COMPARTMENTS i
0110
Cubicles, ceiling
1
hung 1
’
0250
2 Carp
Phenolic
4
'
4
Fa.
865
183
1,225
1,048
-
1
0600 0900
For handicap units, inch
and
Floor
1050
52" grab
bars,
add
52" grab
bars,
add
430
i
475
anchored 2 Carp
For hondicap units, inch
5
3.200
Ea.
825
147
972
1,125
296
325
900
1,025
310
345
If
296
mounted
Floor
1750
2 Carp
Phenolic
52" grab
2100
For handicop units, inch
2200
For juvenile units, deduct
2450
430
Phenolic
1400 1610
ceiling
ft
Floor
bars,
add
7
2.286
it
Fa.
795
105
«
310 41.50
45.50
41.50
mounted, headrail braced
2550
2 Carp
Phenolic
6
2.667
Ea.
795
122
917
1,075 !
10 21 13.20 Plastic Toilet Compartment Components 0010 0100
PLASTIC TOILET
COMPARTMENT COMPONENTS
Pilasters
0110
Overhead braced, polymer
0120
Phenolic
0130
Floor braced,
0140 0150
0200 0203
Ceiling hung,
Polymer
Polymer
0310
plastic,
Polymer
plastic,
Polymer
0410
0420 0430 0440 0450 0460
372
plastic,
x
x
83"
high
58"
high
33
154
184
148
33
181
214
23.30
.687
169
31.50
200.50
235
23.30
.687
140
31.50
171.50
203
13.30
1.203
166
55
221
268
13.30
1.203
158
55
213
259
18.90
.847
96
39
135
165
18.90
.847
200
39
239
280
39
232
272
39
344
395 345
Ea.
55"
high
2 Carp
Ea.
18.90
.847
55"
18.90
.847
305
1
high x
31" wide high x
x
x
51" wide
63" wide
x
63" wide
x
18.90
.847
260
39
299
18.90
.847
470
39
509
575
18.90
.847
550
39
589
665
high
18.90
.847
405
39
444
505
58" high
18.90
.847
395
39
434
495
18.90
.847
555
39
594
670
1 r
18.90
.847
415
39
454
520
2 Carp
14.10
1.135
208
52
260
310
52
344
400
52
274
325
420
55"
x
high
high
58"
55"
x
high
58"
55"
48" wide
51" wide
Phenolic,
high
high
58"
high
Doors
Polymer
plastic,
24" wide
Phenolic,
Polymer
plastic,
plastic,
Polymer
plastic,
high x
x
x
x
x
36" wide
x
high
1.135
14.10
1.135
222
14.10
1.135
310
52
'14.10
1.135
247
52
299
355
440
14.10
high
58" high
14.10
292
14.10
high
r
Ea.
362
:
high
58"
55"
high
high
58"
55"
28" wide
36" wide
Phenolic,
x
high
58"
55"
26" wide
28" wide
Phenolic,
55"
x
24" wide
26"
Phenolic,
Polymer
0380 0400
high
121
.721
193
48"
Phenolic,
0360
0370
70"
.721
22.20
8" wide x 58" high
31"
Phenolic,
0340 0350
plastic,
Polymer
0320 0330
plastic,
18" high
Phenolic,
0260
0300
plastic,
Phenolic,
0240 0250
x
22.20
Panels
0226
0230
polymer
7" wide
Wall hung, phenolic, 3" wide x
0220 0223
7" wide
plastic,
2 Carp
Phenolic
0206
0210
7" wide x 82" high
Phenolic
0160 0180
polymer
plastic,
1.135;
330
52
382
1.135
288
52
340
395
52
462
530
14.10
1.135
65
.246
65
410
Headrails
For polymer plastic,
62"
long
2 Carp
Phenolic For polymer plastic,
84"
long
Phenolic For polymer plastic, Phenolic
1
20"
long r
22.50
11.30
33.80
42.50
.246
22.50
11.30
33.80
42.50
50
.320
33
14.651
47.65
58.50
50
.320
33
14.65
47.65
58.50
30
.533
43
24.50
67.50
85
.533
43
24.50
67.50
85
30
Ea.
1
10 21 Compartments and Cubicles 10 21 13 - Toilet Compartments Daily
Labor-
Crew
Output
Hours
Unit
2 Marb
2
8
Ea.
10 21 13.40 Stone Toilet Compartments 0010
0100
2014 Bare Material
Labor
Total
Costs
Equipment
Total
Incl
O&P
STONE TOILET COMPARTMENTS Cubicles, ceiling bung, marble
0600
For handicap units,
0800
Floor
1400
&
52" grab
incl.
bars,
add
f
bars,
add
r
anchored, marble
ceiling
For handicap units,
1600
Floor
mounted, marble
2400
Floor
mounted, headmil braced, marble
340
430 2 Marb
52" grab
incl.
1,625
2.50
6.400
2,025
270
296 2 Marb
1,965
2,300
430
475
2,295
2,650
296
325
3
5.333
1,200
225
1,425
1,675
3
5.333
1,150
225
1,375
1,625
370
410
2 Marb
9
1.778
755
75
830
945
D-1
6
2.667
755
no
865
1,000
0-1
6
2.667
645
no
755
880
9
1.778
840
73.50
913.50
1,025
9
1.778
825
73.50
898.50
1,025
5
3.200
ft
2900 4100
For handicap units,
Urinal screen,
5100
Floor
5200
1
bars,
mounted marble, 58"
Entrance screen, floor
4600
52" grab
incl.
f
8" wide,
48" wide
marble
ceiling braced,
mounted, head
370
add
high,
braced
rail
Marble
5700
Pilaster, flush,
5200
Post braced, marble
marble
Ea.
10 21 16 - Shower and Pressing Compartments 1
0 21 16.10 Partitions, Shower
}01 0
1400
PARTITIONS,
SHOWER floor
mounted, no plumbing
Cabinet, one piece, fiberglass,
32" x 32"
2 Carp
Ea.
510
147
657
785
1420
36"x36"
5
3.200
610
147
757
895
1440
CO
5
3.200
1,300
147
1,447
1,650
5
3.200
299
147
446
555
5
3.200
1,000
147
1,147
1,325
5
3.200
1,500
147
1,647
1,875
8
1
177
46
223
266
8
1
201
46
247
293
8
1
191
46
237
281
1460 1480 1500
CO
1520
iOOO 1200
Glass
stalls,
1200
Marble shower
48" Plastic,
1250
32"
X
32"
x
34"
simulated terrazzo receptor,
8
1
216
46
262
310
3
5.333
1,650
292
1,942
2,275
4
4
1,150
219
1,369
1,600
1.20
13.333
2,475
565
3,040
3,575
1.30
12.308
2,200
520
2,720
3,200
32"
32"
x
32"
x
14
1.143
330
48.50
378.50
440
9.50
1.684
440
71
511
595
14
1.143
148
48.50
196.50
237
12
1.333
215
56.50
271.50
325
14
1.143
186
48.50
234.50
279
8
2
251
84.50
335.50
405
9
.889
144
48.50
192.50
233
54.50
314.50
370
-
32" ,
,
r
48" Shower
doors,
Tempered
X
48" -
economy
plastic,
glass door,
24" wide
1
Shee
economy
tempered tempered
glass,
glass,
8
1
260
aluminum frame
6
1.333
390
73
463
540
48" opening
6
1.333
540
73
613
700
8
1
385
1
8
625
2
4
1
8
2
4
2
4
4
2
455
91.50
546.50
640
4
2
380
91.50
471.50
560
4
2
420
91.50
511.50
600
4
2
315
91.50
406.50
490
Deluxe, tempered glass, chrome on brass frame,
minimum
Maximum On anodized aluminum frame, minimum
Maximum
1900
1240
2 Marb
stock design, with shower door
Precast concrete, colors,
1850
1220
2 Shee
32"x48"
1800
1200
Carp
24" wide
Receptors, precast terrazzo,
Sliding,
1140
glass,
stall,
1500
1120
1
With curtain
Folding,
1100
24" wide
plastic,
f!
1400
1700
above, clear
with doors, no receptors, chrome on brass
1900 1100
{7
for
Anodized aluminum
1600 1800
oo
28" wide
1300 1500
X
Tempered
1580
1900
32"
28" wide
1560
1700
x
CO
X
Shower door
1540
MOO
X
32"
Acrylic, CO
oo
Shower
-
54.50
439.50
505
440
1,065
1,350
540
219
759
925
625
440
1,065
1,350
1,025
219
1,244
1,475
1,075
219
1,294
1,525
enclosure, tempered glass, anodized olum. frame
2 panel
&
door, corner unit,
Neo-angle corner
Shower surround, 3 PVC,
unit,
1
32"
wall, polypropylene,
32"x32"
Fiberglass
2 wall, polypropylene,
32"
x
x
32"
6" x 24" x
32"
32"
1
Shee
Ea.
6" 1
x
32"
1
Carp
1
373
10 21 Compartments and Cubicles 10 21 16 - Shower and Dressing Compartments 10 21 16.10 Partitions, Shower 5270
PVC
5290
Fiberglass
Crew 1
Carp
Daily
Labor-
Output
Hours
Unit
Material
4
2
Ea.
395
91.50
486.50
575
4
2
400
91.50
491.50
580
8
1
229
54.50
283.50
335
6
1.333
535
73
608
700
8
1
305
54.50
359.50
420
6
1.333
745
73
818
925
2
4
410
219
629
785
1.50
5.333
855
292
1,147
1,375
565
219
784
960
1,200
292
1,492
1,775
2014 Bare Labor
Total
Costs
Equipment
Total
IncI
S
O&P
:
’
5300 5400
Chrome
5700
minimum
1
Shee
minimum
plated, brass frame,
Maximum Tub/shower enclasure, temp,
glass, alum, frame,
minimum
Maximum
6200 6500
On chrome-plated
brass frame,
minimum
Maximum
6600
6800
frame,
Maximum
5600
5900
&
Tub doors, tempered glass
Tub surround, 3 wall, polypropylene
6900
PVC
7000
Fiberglass,
1
minimum
Maximum
7100
Carp
4r
.
2
4
1.50
5.333
4
2
256
91.50
347.50
425
4
2
390
91.50
481.50
570
4
2
400
91.50
491.50
580
3
2.667
680
802
940
135
.059
100
.080
,r
122
10 21 23 - Cubicle Curtains and Track 10 21 23.16 Cubicle Track and Hardware 0010 0020
CUBICLE TRACK Curtain track,
0100 0300
AND HARDWARE
box channel,
ceiling
mounted
1
n
Suspended Curtains, nylon
mesh
tops, fire resistant,
1 1
L
F.
6.20
2.72
8.92
8.20
3.67
11.87
14.65
15.10
.86
15.96
17.95
11
t
oz. per lineal yard
Polyester oxford cloth, 9' ceiling height
0310
Carp
425
.019
0500
8' ceiling height
425
.019
9.45
.86
10.31
11.75
0700
Designer oxford cloth
425
.019
r
9.85
.86
10.71
12.15
135
.059
L. F.
5.35
2.72
8.07
10.10
32
.250
Ea.
41
11.45
52.45
62.50
-
32
.250
167
11.45
178.45
2 Carp
25
.640
142
29.50
171.50
202
23
.696
162
32
194
227
41
232
273
0800
I.V.
track
1
Carp
L
F.
systems J
0820
I.V.
track, oval
0830
I.V.
trolley
0840
I.V.
pendent,
1
Carp
/f
(tree, 5
hook)
201
10 22 Partitions 10 22 13 - Wire Mesh Partitions 10 22 13.10 Partitions, Woven Wire 0010 0100 0300
PARTITIONS,
WOVEN WIRE for tool
Channel frame, 1-1/2" riiamond mesh, V/all
8' high
0600
10' high
0900 1000 1200 1300 1500 1600 1800 1900
2100
2200
374
1
0 go.
wire, painted
panels, 4 '-0" wide, 7' high
0400
0700
stockroom enclosures
or
-
18
.889
panels, 10' long, 2' wide
2 Carp
4' wide
window &
Ponel with service
shelf,
5' wide,
V
high
8' high Sliding doors,
full
height, 3' wide,
V
high
10' high 6' wide sliding door, 7'
full
height
10' high
Swinging doors, 3' wide,
191
5%
For 5' wide panels, add Ceiling
Ea.
V
7' high, 3' transom
high, no
transom 1r
25
.640
148
29.50
177.50
209
15
1.067
171
49
220
264
20
.800
355
36.50
391.50
445
15
1.0671
445
49
494
565
6
2.667
460
122
582
700
5
3.200
525
147
672
805
5
3.200
635
147
782
925
4
4
820
183
1,003
1,175
6
2.667
292
122
414
510
5
3.200
370
147
517
630
10
2216 -
Folding Gates
10 22 16.10 Security Gates OOlO 0300
SECURITY GATES
for
Daily
Labor-
Crew
Output
Hours
Unit
2 Sswk
Opng.
2014 Bare Materiol
Lobor
Total
Costs
Equipment
Total
O&P
Ind
up type, see Section 08 33 13.10
roll
/2'
/2'wide
4
4
223
204
427
605
0350
6-1/2' wide
4
4
243
204
447
625
0400
7-1/2' wide
4
4
253
204
457
640
Scissors type folding gate, ptd. steel, single, 6-1
high, 5-1
Double gate, 8' high, 8' wide
0600
2.50
6.400
380
325
705
990
0650
10' wide
2.50
6.400
415
325
740
1,025
0700
12' wide
2
8
610
410
1,020
1,400
0750
14' wide
2
8
700
410
1,110
1,500
4
4
138
204
342
510
4
4
169
204
373
545
0900 1
000
1
200
Door gate, folding steel, 4' wide, 61" high
71"
high
81"
high
31"
gates, 2' to 4' wide,
Window
4
4
182
204
386
560
4
4
78
204
282
445
1
300
1
500
55" high
3.75
4.267
122
218
340
520
600
79"
3.50
4.571
144
234
378
570
48
.333
44
.364
40
.400
48
.333
60
.267
80
.200
48
.333
44
.364
48
.333
1
10
high
high
2219 - Demountable
Partitions
10 22 19.43 Demountable Composite Partitions 0010
DEMOUNTABLE COMPOSITE PARTITIONS,
0100 0900
Do not deduct door openings from Demountable gypsum system on 2" steel studs, 9' high,
1000 1200
Vinyl clad
1300
Fabric clad
1500 1600
1800
Steel clad
1
1900
V
2200
5' high
3-3/4"
2 Carp
gypsum
/2"
L
F.
r
88.50
59
15.30
74.30
147
16.65
163.65
188
164
18.35
182.35
209
99
15.30
114.30
133
89
12.25
101.25
116
75
9.15
84.15
thick
2 Carp
high
1
L
F.
r
Unitized panel, 9' high, 2" to 2-1
Fabric clad
2500
Unitized mineral fiber system
/2"
thick
gypsum
2 Carp
L
t
gypsum
/4"
2510
Unitized panel, 9' high, 2-1
2550
Vinyl clad mineral fiber
2600
Fabric clad mineral fiber
thick,
Movable
steel walls,
F.
127
15.30
142.30
164
210
16.65
226.65
257
127
15.30
142.30
163
/f
aluminum frame 2 Carp
L
r
F.
f
44
.364
60
.267
189
16.65
205.65
234
144
12.25
156.25
177
207
modular system
2900
Unitized panels, 9' high,
3100
Baked enamel,
48" wide 2 Carp
pre-finished
L
F.
t
3200
Fabric clad steel
Trackless wall, cork finish, semi-acoustic,
5320
96.50
gypsum system
Unitized
2400
5330
thick
gypsum
Vinyl clad
5310
/2"
gypsum
2350
2800
total L.F.
to 2-1
paper honeycomb core panel, 1-3/4" to 2-1
2100
2300
to
for doors
.75 system, aluminum framing, vinyl clad hardboard.
9' high
2250
3"
add
1-5/8"
thick,
minimum
Maximum Acoustic,
2"
thick,
minimum
5340
Maximum
5500
For acoustical partitions, add,
5550
Maximum
f
248
39.76
45
.084
42
3.86
45.86
52
305
.052
35.50
2.41
37.91
43
225
.071
54.50
3.26
57.76
65
.049
190
S.F.
r
For doors, see Sections
5800
For door hardware, see Section
6100
In-plant
6200
3"
office
220.10
2.26
.286
minimum
5700
modular
13.10
37.50
56
325
08
1 1
& 08
2.31
2.31
2.54
10.80
10.80
11.85
1
08 71
system, w/prehung hollow core door
thick polystyrene core panels .
6250
6300
12' X 12', 2 wall
2Clab
3.80
4.211
Ea.
4,125
154
4,279
4,775
7,300
310
7,610
8,500
i
4 wall
1.90 18.421
1
t'
375
10 22 Partitions 10
2219 - Demountable
Partitions
10 22 19.43 Demountable Composite Partitions
Daily
Labor-
Crew
Output
Hours
Unit
2Clab
3.60
4.444
Ea.
2014 Bare Moterial
Labor
Total
Costs
Equipment
Total I1
6350
16' X 16', 2 wall
6400
4 wall
•
OO
OC)
IndO&P
'
oo oo
|1
6,175
163
6,338
8,650
325
8,975
'
:
7,050
10,000
10 22 23 - Portable Partitions/ Screens^ and Panels 10 22 23.13 Wall Screens 0010 0020
WAIL SCREENS,
divider panels, free standing, fiber core
Fabric face straight
3'-0" long,4'-0" high
0100
100
.160
0200
5'-0" high
90
0500
6'-0" high
2 Carp
5'-0" long, 4 '-0" high
0900
149
7.35
156.35
175
.178
105
8.15
113.15
129
75
.213
122
9.80
131.80
150
175
.091
92
4.19
96.19
107
L.F.
1000
5'-0" high
150
.107
100
4.89
104.89
118
1500
6"-0" high
125
.128
117
5.85
122.85
137 114
6'-0" long, 5'-0" high
1600
3200
Economical panels, fabric face, 4'-0" long, 5'-0" high
6'-0" high
3250
162
.099
97
4.53
101.53
132
.121
49
5.55
54.55
62.50
112
.143
53
6.55
59.55
68
150
.107
51.50
4.89
56.39
64
125
.128
43
5.85
48.85
56.50
90
.178
88.50
8.15
96.65
no
75
.213
98
9.80
107.80
123
150
.107
65
4.89
69.89
79
125
.128
68
5.85
73.85
84
162
.099
56
4.53
60.53
68.50
138
.116
55
5.30
60.30
68.50
132
.121
49
5.55
54.55
62.50
112
.143
53
6.55
59.55
68
3900
5'-0" long, 6'-0" high
125
.128
43
5.85
48.85
56.50
3950
6'-0" long, 5'-0" high
162
.099
43
4.53
47.53
54.50
4000
Metal chalkboard, 6 '-6" high, chalkboard,
125
124.85
5'-0" long, 5'-0" high
3300
6'-0" high
3350 3450
Acoustical panels,
90 NRC, 3'-0"
to
long, 5'-0" high
6'-0" high
3550
5'-0" long, 5'-0" high
3600
6'-0" high
3650
6'-0" long, 5'-0" high
3700
6'-0" high
3750 3800
60
Economy
40
acoustical panels,
N.R.C., 4'-0" long, 5'-0" high
6'-0" high
3850
.128
119
5.85
4100
Metal chalkboard, 2 sides
120
.133
136
6.10
142.10
158
4300
Tackboard, both sides
123
.130
107
5.95
112.95
127
side
1
140
10 22 33 - Accordion Folding Partitions 10 22 33.10 Partitions^ Accordion Folding 0010 0100
PARTITIONS, ACCORDION FOLDING Vinyl covered, over
1
50
0300
Residential,
0400
Commercial, 1.75
0600
2
Industrial,
0900
Acoustical,
1200
5
1400 1500
1900
4
lb.
3
lb.
lb.
Wood,
per S.F., 8' perS.F., 8'
lb.
maximum
per S.F., 20' per S.F., 17'
per S.F.,
Fire rated,
Vinyl clod
lb.
perS.F., 20'
lb.
5.5
.25
perS.F., 17'
lb.
0700
1300
1
wood
frome not included
S.F.,
4.5
1
psf,
maximum
2 Carp
height
height
maximum
height
height
maximum
mahogany,
to
300
.053
23
2.45
25.45
29
225
.071
26
3.26
29.26
33.50
150
.107
27
4.89
31.89
37
75
.213
40.50
9.80
50.30
59.50
100
.160
29
7.35
36.35
43
95
.168
40
7.70
47.70
56
S.F.
90
.178
47
8.15
55.15
64
160
.100
47
4.59
51.59
58.50
5.0 psf
160
.100
57
4.59
61.59
70
10' high
300
.053
30.50
2.45
32.95
38
60
.267
12.25
69.25
81.50
45
.356
height
20' maximum height
or steel, electric operation,
non-acoustic, birch or
height
height
maximum
maximum 7'
maximum
10 22 39 - Folding Panel Partitions 10 22 39.10 Partitions, Folding Panel 0010 0100 0150 0200 0400
376
PARTITIONS, FOLDING PANEL, Vinyl foced, to
18' high, 6
psf,
acoustic,
wood
minimum
Averoge
Moximum Plastic
laminate or hardwood
finish,
minimum
2 Carp
S.F.
57
68
16.30
30
.533
87.50
24.50
60
.267
58.50
12.25
84.30
112 70.75
99.50
134 83.50
'
10 22 Partitions 10 22 39 - Folding Panel Partitions Daily
Labor-
Crew
Output
Hours
Unit
2 Carp
30
.533
S.F.
62.50
24.50
87
50
.320
42.50
14.65
57.15
60
.267
60.50
12.25
72.75
30
.533
74
24.50
98.50
119
60
.267
41
12.25
53.25
64
30
.533
49.50
24.50
74
91.50
60
.267
43
12.25
55.25
66
30
.533
53
24.50
77.50
96
375
.043
33
1.96
34.96
39.50
365
.044
56.50
2.01
58.51
65
10 22 39.10 Partitions, Folding Panel Maximum
0500 0600
Wood, low
1100
Steel, acoustical, 9 to
acoustical type, 4.5 psf, to
12
14' high
minimum
per S.F., vinyl faced,
lb.
Maximum
1200
Aluminum framed,
1700
12' high, 5.5
acoustical, to
minimum
psf,
Moximum
1800
2000
6.5
lb.
per S.F.,
minimum
Maximum
2100
2014 Bare
P
Material
Labor
Total
Costs
Equipment
Total
O&P
IncI
106 69.50 85.50
;
10 22 43 - Sliding Partitions 10 22 43.10 Partitions, Sliding 0010
0020
PARTITIONS, SLIDING Acoustic air wall,
thick,
minimum
2 Carp
Maximum
0100 0300
2-1
/4"
thick,
360
.044
37
2.04
39.04
44
> r
.048
65
2.22
67.22
75
2 Carp
350
.046
For track type, add to above
0600
Overhead track type,
L.F.
3"
acoustical,
thick,
1
1
psf,
minimum
rf
Maximum
0800
S.F.
330
minimum
Maximum
0400
0700
1-5/8"
S.F.
121
121
83.50
2.10
85.60
2.45
102.45
133 94.50
f/
300
.053
160
.100
6.25
4.59
10.84
14
150
.107
10.20
4.89
15.09
18.75
5.25
19.05
23.50
6.10
23.50
28.50
100
114
10 26 Wall and Door Protection 10 26 13 - Corner Guards 10 26 13.10 Metal Corner Guards 0010 0020
METAL CORNER GUARDS Steel angle w/anchors,
2"x2"xl/4"
0100
1
1
" x
" x
1
/4",
2 Carp
.j #/L.F.
1
angles, 3.2#/L.F.
L. F.
0200
3"
3" X 5/16" angles, 6.1#/LF.
140
.114
13.80
0300
4" X 4" X 5/1 6" angles, 8.2#/L.F.
120
.133
17.40
0350
For angles drilled and anchored to masonry, add
0370
X
Drilled
and anchored
to concrete,
For galvanized angles, add
0450
For stainless steel angles, add
0500
Steel door track/wheel guards, 4'
0800
Pipe
for truck doors,
120%
20%
170%
35%
0400
bumper
add
15%
100% 0" high
-
E-4
8' long, 6" diameter,
filled
0900
8" diameter
1000
Wall protection, stainless steel,
6 ga,
48"
x
1050
Wall end guard, stainless steel, 16 go,
36"
tall,
1
36"
tall,
screwed
to studs
screwed to studs
22
1.455
20
1.600
Fa.
20
1.600
2
Skwk
500
.032
S.F.
1
Skwk
30
.267
Fa.
LF.
109
75
6.45
190.45
259
685
82.50
7.10
774.60
905
930
82.50
7.10
1,019.60
1,175
1.51
9.96
11.65
19
12.60
31.60
40.50
8.45
10 26 13.20 Corner Protection 0010 0100 0200 0300
CORNER PROTECTION Stainless steel,
1
6 ga., adhesive mount, 3-1
2 ga. stainless, adhesive
0550
1-1/2"
leg
Screw mounted, 3"
M/2"
leg
leg
leg
mounted, 2-1 /2"
Clear plastic, screw
1000
Vinyl cover, alum, retainer, surface
1100 1150
Carp
80
.100
23
4.59
27.59
32
80
.100
26.50
4.59
31.09
36
128
.063
8.60
2.87
11.47
13.90
160
.050
4.83
2.29
7.12
8.85
10%
mount, 3"
0700
1050
1
mount
For screw mount, odd Vinyl acrylic, adhesive
0650
leg
r
1
0500
0600
/2"
2"x2" Flush mounted, 3" x
2" X 2"
3"
mount, 3" x 3"
1
Carp
80
.100
9.55
4.59
14.14
17.60
100
.080
4.83
3.67
8.50
10.95
60
.133
4.37
6.10
10.47
14.25
48
.167
10.45
7.65
18.10
23.50
48
.167
9.45
7.65
17.10
22
32
.250
20.50
11.45
31.95
40
32
.250
16.70
11.45
28.15
36
-
377
I
10 26 Wall and Door Protection 10 26 16 - Bumper Guards 10 26 16.10 Wailguard
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Labor
Totol
Costs
Equipment
Total
InclO&P
1
u
0010 0400
WALLGUARD Rub
Trolley
roil,
1
Carp
PVC, clipped to wall, 5" high
1050
8" high
1200
Bed bumper,
vinyl acrylic,
Bumper,
alum, retainer, 21" long
185
.043
no
8.70
1.98
10.68
12.60
.073^
8.80
3.33
12.13
14.85
185
.043
8.80
1.98
10.78
12.75
180
.044
14.70
2.04
16.74
19.30
10
.800
9
.889
80
.100
14.20
4.59
18.79
23
80
.100
20.50
4.59.
25.09
30
80
.100
11.95
4.59
16.54
20.50
120
.133
44
6.30
50.30
58.50
260
.062
32
2.91
34.91
40
no
.073
11.05
3.33
14.38
17.30
L.F.
40.50
Ea.
36.50
77
101
143
176
r/
53"
1300 1400
adhesive mounted
vinyl,
Neoprene, aluminum backing, 1-1 /2" x 2"
0500 1000
rail,
ll
long with aligner
alum,
vinyl cover,
2"
1500
mnt., 1-1/2" x
retain., cush.
2-3/4"
4-1/4"
X
102 L. F.
41
'
Surface mounted, 1-3/4" x 3-5/8"
1600 1700
Bumper
rail,
on brockets, 4" x 1/4"
stainless steel, flat bar
1750
Wailguard stainless steel baseboard,
2000
Crash
rail,
1
2Skwk i
adhesive applied
tall,
" x
4" 1
Carp
l"x8"
2100 2150
aluminum
Vinyl inserts,
plate,
1" x 2-1
Handrail/bumper,
3010
90
.089
18.15
4.08
22.23
26.50
no
.073
14.90
3.33
18.23
21.50
1 r
90
.089
> r
23
4.08
27.08
32
Carp
80
.100
L. F.
18.30
4.59
22.89
27
80
.100
23
4.59
27.59
32
80
.100
16.50
4.59
21.09
25.50
/2"
l"x5"
2200 3000
1
alum, retainer,
vinyl cover,
2"
vinyl cover, alum, retainer
Bracket mounted,
flat rail, 5-1
/2"
1
6-1/2"
3100
Bronze bracket, 1-3/4" diam.
3200
rail
^ l/_
i
10 28
'
\r
and Laundry Accessories
Toilet, Bath,
10 2813 - Toilet Accessories 10 28 13.13 Commercial Toilet Accessories 0010 0200
COMMERCIAL TOILET ACCESSORIES Curtain rad, stainless steel, 5' long, 1" diameter
1
0350
1
Chrome,
0360
" diameter
For vinyl curtain, add
0400
Diaper changing statian, horizontal, wall mounted, plastic
0500
Dispenser units, combined soap
0510
mirror and shelf, flush
0600
1
Grab
bar, straight, 1-1
/4"
24"
long
1000
30"
long
1100
36"
long
1105
42"
long
1120
36"
Corner,
1300
36"
long
1310
42"
long
Tub bar,
1600
2400 2450
378
f
long
1-1 /4" diameter, 24"
End tub
x
36"
arm
Plus vertical
1900
2300
diameter, stainless steel,
18" long
1-1/2" diameter, 24" long
1200
2010
.615
13
.615
Ea.
13
.615
1950
.004
S.F.
10
.800
Ea.
26.50
28
54.50
72.50
30.50
28
58.50
77
32.50
28
60.50
79
.19
1.03
223
36.50
259.50
300
.84
1.21
towel dispensers.
maunted
8 gallon capacity
0900
1500
&
13
1
Carp
10
.800
Ea.
310
36.50
346.50
395
1
Carp
10
.800
Ea.
286
36.50
322.50
370 55.50
Tawel dispenser and waste receptacle.
0610 0800
Carp
1-1/4" diameter
0300
bar,
1" diameter,
90°
angle,
16" x 32"
Tub/shower/toilet, 2-woll, 36" x 24"
Hand
dryer, surface
230 Hand
volt,
mounted, 1
electric,
1 1
5 volt,
20 amp
0 amp
dryer, touch free,
1400
watt,
81,000 rpm
24
.333
29
15.30
44.30
23
.348
29.50
15.95
45.45
57
22
,364
31.50
16.65
48.15
60
20
.400
38.50
18.35
56.85
71
20
.400
46
18.35
64.35
79
20
.400
85.50
18.35
103.85
123
23
.348
31
15.95
46.95
58.50
20
.400
33.50
18.35
51.85
65.50
18
.444
43
20.50
63.50
79
14
.571
92.50
26
118.50
143
12
.667
97.50
30.50
128
154
30.50
139.50
167
12
.667
109
12
.667
83
30.50
113.50
139
521.50
615
4
2
430
91.50
4
2
745
91.50
836.50
960
1,025
91.50
1,116.50
1,275
4
2
10 28
and Laundry Accessories
Toilet, Bath,
10 2813 - Toilet Accessories 10 28 13.13 Commercial Toilet Accessories 2600
Hat and coat
strip, stainless steel,
60"
2700
6 hook,
3000
Mirror, with stoinless steel
4 hooK,
36"
long
Crew 1
Carp
long
3/4"
square frame,
1
8" x 24"
Daily
Labor-
Output
Hours
Unit
24
.333
Fa.
20 20
2014 Bare Material
Labor
Total
Costs
Equipment
Total
InclO&P
75
15.30
90.30
106
.400
131
18.35
149.35
173
.400
47
18.35
65.35
80
127.50
151
3100
36"
X
24"
15
.533
103
24.50
3200
48"
X
24"
10
.800
139
36.50
175.50
210
3300
72"x24"
6
1.333
256
61
317
375
With 5"
3500
20
.400
186
18.35
204.35
234
X
24"
15
.533
217
24.50
241.50
277
10
.800
245
36.50
281.50
325
6
1.333
300
61
361
425
20
.400
89
18.35
107.35
127
15
.533
525
24.50
549.50
615
6.50
1.231
310
56.50
366.50
425
6.50
1.231
165
56.50
221.50
269
single, regular
36
.222
18.10
10.20
28.30
35.50
duty, concealed
36
.222
21
10.20
31.20
38.50
20
.400
46.50
18.35
64.85
79.50
20
.400
55
18.35
73.35
89
10
.800
137
36.50
173.50
208
24
.333
stainless steel shelf,
36"
3600 3700
48"
X
24"
3800
72"
X
24"
4100
Mop
4200
Napkin/tampon
holder
4220
strip, stainless steel,
Semi-recessed
Napkin receptacle, recessed
4300
Robe hook,
4600
Heavy
5600
6050 6100
48" 8" wide
6400
18ga., 24" long
Double Plastic,
Towel
twin/jumbo
30"
147
174
185.35
212
15
.533
34.50
24.50
59
75
30
.267
17.80
12.25
30.05
38.50
24
.333
23.50
15.30
38.80
49.50
roll
24
.333
26
15.30
41.30
52
8" long
23
.348
41.50
15.95
57.45
70.50
21
.381
17.45
128.45
16
.500
10
.800
Plastic, touchless, battery
mounted, SS, single
Towel
7400
Tumbler holder, tumbler only
7410
Tumbler holder
mounted
24"
long,
8" wide
toothbrush
7510
Tumbler
7700
Wall urn ash receiver, surface mount, 11" long
7800 8000 8100
roll
operated
7200
8,
toothbrush holder
7-1/2", long
Waste
102
18.35
Towel holder, hotel type, 2 guest size
&
85.65
26
Flush mounted, recessed
Soap, tumbler
16.65
167
7000
7500
69 121
steel, surface
shelf, stainless steel,
.364
99
185
.400
long
Towel dispenser, stainless
.500
83.80
158
.571
dbl.
1
16
22
15.30
23
14
roll
bar, stainless steel,
68.50
135
20
long
Toilet tissue dispenser, surface
6800 6900
long
Surface mounted
6500
6700
24"
long shelf,
48"
ga.,
Toilet seat cover dispenser, stainless steel, recessed
6200 6240
liquid
steel, liquid
5" wide, 18
Shelf, stainless steel,
5900
6000
mounted,
Powder Recessed stainless
5700 5800
mounting
dispenser, chrome, surface
Soap
4700 5000
5 holders, 48" long
dispenser, recessed
4250
4400
18" x 24"
receptacles, stainless steel, with top,
1
3 gallon
-36 gallon
111
44.50
257
23
67.50
150 84.50
36.50
293.50
340
103.50
124
69.85
85
16
.500
80.50
23
20
.400
51.50
18.35
20
.400
59.50
18.35
77.85
94
30
.267
15.90
12.25
28.15
36.50
20
.400
9.10
18.35
27.45
38.50
30
.267
19.60
12.25
31.85
40.50
20
.400
12.60
18.35
30.95
42.50
12
.667
95
30.50
125.50
151
18
.444
128
20.50
148.50
172
10
.800
295
36.50
331.50
380
8
1
395
46
441
505
14
.571
95
26
121
146
14
.571
136
26
162
191
7
1.143
125
52.50
177.50
218
5
1.600
179
73.50
252.50
310
7
1.143
320
52.50
372.50
430
7
1.143
350
52.50
402.50
465
10 28 16 - Bath Accessories 10 28 16.20 Medicine Cabinets 0010 0020 0100 0300
0400 0600 0700
MEDICINE CABINETS With mirror,
frame,
sst
6" x 22", unlighted
1
Wood frome Sliding mirror doors,
24"
X
Triple door,
1
9" X
30"
Steel
8-1
20"
x
/2",
16"
x
4-3/4", unlighted
lighted
x 32", unlighted, plywood body
body
1
Carp
Ea.
r
379
10 28
and Laundry Accessories
Toilet, Bath,
10 28 16 - Bath Accessories Doily
Lobor-
Crew
Output
Hours
Unit
ICorp
7
1.143
Eo.
10 28 16.20 Medicine Cabinets 0900
Oak
door,
1000 1200 1300
wood
body, beveled mirror, single door
Double door Hotel cabinets, stainless, with lower shelf, unlighted
Lighted
6
1.333
10
.800
5
1.600
2
4
2014 Bore Moteriol
Lobor
Totol
Costs
Equipment
Ind
Totol
O&P
195
52.50
247.50
295
390
61
451
525
200
36.50
236.50
276
-
305
73.50
378.50
450
Eo.
365
183
548
595
245
840
.
10 28 23 - Laundry Accessories 10 28 23.13
Built-In Ironing
0010
IRONING BOARDS
0020 0100
BUILT-IN
&
Including cabinet, board
Maximum, see
Boards
light,
minimum
also Section
1 1
’
1
Carp
23 23.13
1.50
"
5.333
685
‘
jl
1,025
10 31 13 - Manufactured Fireplace Chimneys 10 31 13.10 Fireplace Chimneys 0010
0500
FIREPLACE CHIMNEYS Chimney
•
over 8 '-6", 7" diom., add to fireplace
33
.242
0600
10" diameter, odd
to fireplace
32
.250
0700
1
2" diameter, odd
to fireplace
31
.258
30
.267
10
.800
0800
dbl. wall, all stainless,
1
4" diameter, add
1
Corp
to fireplace
,
,
1000
Simulated brick chimney top, 4' high, 16" x 16"
24"x24"
1100
1
u_!r
7
1.143
8
1
83.50
V.L.E.
11.10
94.60
109
112
11.45
123.45
142
159
11.85
170.85
193
1
243
12.25
255.25
286
Ea.
425
36.50
461.50
525
540
52.50
592.50
675
45.50
104
134
"
10 31 13.20 Chimney Accessories 0010 0020
CHIMNEY ACCESSORIES Chimney screens,
galv.,
24"
0050
1
24"
X
3" x
3"
1
flue
1
Brie
flue
5
1.600
8
1
Ea.
58.50
I
124
73
197
248
45.50
143
177
152
73
225
278
53
23
76
55
30.50
85.50
1
0200
Stainless steel,
20"
0250 2400
Squirrel
and
2450
1
3" x
20"
X
1
3"
flue
flue
bird screens, galvanized,
1
3" X 13"
8" x 8"
flue
flue
5
1.600
16
.500
12
.667
97.50
‘
,r
93.50
107 ^
10 31 16 - Manufactured Fireplace Forms 10 31 16.10 Fireplace Forms 0010 1800
FIREPUCE FORMS 32" opening
3
2.667
1900
36" opening
2.50
3.200
2000
40" opening
2
4
2100
78" opening
1.50
5.333
Eireplace forms, no accessories,
1
Brie
Ea.
670
I!
^
122
792
925
855
146
1,001
1,150
1,125
182
1,307
1,525
1,650
243
1,893
2,200
Ii
V
1I
10 31 23 - Prefabricated Fireplaces 10 31 23.10 Fireplace, Prefabricated 0010
0100
FIREPLACE, PREFABRICATED, With hood
&
screen,
0150
Average
0200
Maximum
1500
Simulated logs, gas
1600
Maximum
1700
Electric,
1800
2000
1
2200
380
fired,
40,000
1
BTU, 2' long,
1,500 BTU, maximum
36"
hearth, radiant
Large fan
42"
Karp
'-6" long,
Recirculating, small fan
2150
hung
minimum
1,500 BTU,
Eireplace, built-in,
2100
free standing or wall
hearth, radiant
minimum
minimum
1,200
282
1,482
1,750
1,450
365
1,815
2,175
US
410
3,135
3,625
1.30
6.154
1
8
.90
8.889
7
1.143
6
1.333
1,125
7
1.143
200
6
1.333
1.30
6.154
1
8
Ea.
2,
Set
485
52.50 61
52.50
537.50 1,186
252.50
615 1,350
300
r
300
61
361
430
Ea.
660
282
942
1,175
945
365
1,310
1,625
2,310
2,725
1,195
1,450
.90
8.889
1,900
410
1.20
6.667
890
305
10 31 A^nufactured Fireplaces
I
10 31 23 - Prefabricated Fireplaces 10 31 23.10 Fireplace, Prefabricated
Crew
Recirculating, small fan
2300
1
Carp
Large fan
2350 48"
2400
hearth, radiant
Daily
Labor-
Output
Hours
Unit
.90
8.889
Ea.
.80
2014 Bare Material
Labor
1,175
410
10
1,300
1.10
7.273
Total
Costs
Equipment
Total
O&P
IncI
1,585
1,925
460
1,760
2,125
2,075
335
2,410
2,800
.80
10
2,350
460
2,810
3,300
2550
Large fan
.70
11.429
2,375
525
2,900
3,400
3000
See through, including doors
.80
10
2,525
460
2,985
3,500
3200
Corner (2 wall)
1
8
3,250
365
3,615
4,150
6
1.333
119
61
180
224
6
1.333
125
61
186
230
Recirculating, small fan
2500
'
10 32 Fireplace Specialties
1
10 3213 - Fireplace Dampers 10 3213.10 Dampers DAMPERS
0010 0800
Damper, rotary
0850
control, steel,
30" opening
1
Brie
30" opening
Cost iron,
Eo.
0880
36" opening
6
1.333
127
61
188
233
0900
48" opening
6
1.333
167
61
228
277
0920
60" opening
6
1.333
355
61
416
485
0950
72" opening
5
1.600
425
73
498
575
1000
84" opening,
special order
5
1.600
910
73
983
1,100
96" opening,
special order
4
2
925
91
1,016
1,175
8
1
320
45.50
365.50
425
5
1.600
585
73
658
755
8
1
250
45.50
295.50
345
5
1.600
375
73
448
520
12
.667
10
.800
1050 1200
Steel plate, poker control,
84" opening,
1250 1400
60" opening
speciol order
32" x 20" opening
"Universal" type, chain operated,
48"
1450
24" opening
X
10 32 23 - Fireplace Doors 10 32 23.10 Doors
DOORS
0010 0400
Cleanout doors and frames, cast
8" x 8"
iron,
1
Brie
12"xl2"
0450
18"x24"
0500 0550
Cast iron frame, steel door,
1600
24"
Dutch Oven door and frame, cast
1650
Copper plated,
1
2" x
1
x
iron,
30" 1
2" x
1
5" opening
,
5" opening f
;
Ea.
91.50
41
30.50
71.50
108
36.50
144.50
175
8
1
150
45.50
195.50
235
5
1.600
315
73
388
455
13
.615
131
28
159
188
285
325
^r
13
.615
2 Carp
1.30
12.308
257
1
28
10 35 Stoves 10 35 13 - Heating Stoves 10 35 13.10 Woodburning Stoves 0010 0015
WOODBURNING STOVES Cast iron,
minimum
0020
Average
0030
Maximum
0050
For gas log lighter, add
1
16
.80
20
Ea.
i
i
980
565
1,825
735
2,560
3,150
2,525
915
3,440
4,200
45
i
1,545
45
1,950
49.50
381
1
10
4313 -
Defibrillator Cabinets
10 43 13.05 Defibrillator Cabinets 0010 0050 0100
DEFIBRILLATOR CABINETS,
10 44 10 44 13.53 0010
FIRE
Portable extinguisher, single,
1100
Steel door
&
not equipped,
in
blanket
2800
blanket cab, inc blanket, surf mtd,
3000
Hose rack
/2"
assy., 1-1
&
valve
stI,
.800
Ea.
30
.267'
«
go. steel box
Q-12
Steel door and frame
3300
Stainless steel door and frame
/2"
x 1-1
sti.,
1
5"xl 0"x5",
w/pwdr
/2"
5-1
coat
fin
Total
Costs
Equipment
Labor
Total
IncI
O&P
430
36.50
466.50
525
1,350
12.25
1,362.25
1,500
151
99.50
250.50
320
105
99.50
204.50
266
293
370
189.50
250
"
valve,
r
100' hose, 24"
x
40"
x
Aluminum door and frame
4200
Steel door
4300
Stainless steel door and frame x 1-1
/2"
valve,
r
1
2
8
2
7
2.286
8
2
6
2.667
6
2.667
6
2.667
Ea.
,
179 90
.
114 99.50
Ea.
i
350
133
483
585
234
133
367
460
475
133
608
720
.
and frame
/2"
8
8" Q-12
4100
rock assy., 2-1
'
/2" Q-12
3200
assy., 2-1
1
4" x 40" x 8"
00' hose, 24" x 40" x
1
Aluminum door and frame
6
2.667;
6
2.667-
6
2.667
00' hose
.
355
133
488
590
241
133
374
465
, r
475
133
608
720
Ea.
455
160
615
740
300
160
460
570
160
710
845
222.50
272
Ea.
j
and extinguisher, 30" x 40" x 8"
5100
Aluminum door and frame
5200
Steel door
5300
and frame
Stainless steel door
Valve cabinet for 2-1
/2" ED
angle valve,
Aluminum door and frame
8200
Steel door and frame
8300
Stainless steel door
10 4416 -
Q-12
and frame
8100
r
'1
1
8" x
1
8"
x
3.200
5
3.200
5
3.200'
i
550
12
1.333
Ea.
156
66.50
12
1.333
129
66.50
195.50
242
66.50
276.50
330
268
268
295
345
345
380
380
'-420
8" Q-12
and frame
5
12
r
1.333
210
Xr
Fire Extinguishers
10 44 16.13 Portable 0010
20
extinguisher cab, inc blanket, rec
3100
8000
Carp
and frame
Fire
Hose
10
2014 Bare Material
door, box size given
Fire
5010
1
8" x 12" x 27", alum, door & frame
2700
5000
Unit
Equipment Cabinets
recessed, D.S. glass
Hose rock
Hours
Protection Cabinets
1000
4000
alarm 12" x 27"
"
EQUIPMENT CABINETS,
0040
Labor-
Protection Specialties
Fire
Fire
&
with strobe
Defibrillator
Fire
10 4413 -
Daily
Output
not equipped, stainless steel
Defibrillator, cabinet, stainless steel
Automatic External
Crew
Fire Extinguishers
PORTABLE FIRE EXTINGUISHERS |
0140
COo, with hose and "H" horn,
0160
1040
0
Ea.
lb. 1
151b.
0180 1000
1
20
j
!
1
V
lb.
380 ;
Dry chemicol, pressurized ]
Standard type, portable, painted, 2-1/2
lb.
Ea.
i
36.50
36.50
40
50
55
1060
51b.
50
1080
10
79.50
20
1100
30
1120
lb.
79.50
134
87.50
148
lb.
134
395
435
lb.
395 2,350
2,350
2,600
21
21
23.50
26.50
26.50
29
44
44
48
79.50
79.50
87.50
I ®
1300
Standard type, wheeled,
2000
ABC
all
51b.
2080
9-1/2
3500 3600 3700
382
20 Halotron 1,
50
lb.
purpose type, portable, 2-1 /2
2060
2100
1
lb.
lb.
lb.
126
126
139
51b.
198
198
218
11
390
390
430
2-1/2
lb.
lb.
10 44
Protection Specialties
Fire
10 44 16 -
Fire Extinguishers
10 44 16.13 Portable
/2
Pressurized water, 2-1
5000
Crew
Daily
Labor-
Output
Hours
gallon, stoinless steel
2014 Bare Unit
Material
9400
106
Installation of extinguishers,
On masonry
:
Labor
102
Ea.
With anti-freeze
5060
9420
Fire Extinguishers
1
2 or more, on nailable surface
1
Carp
Total
Costs
Equipment
Total
IncI
O&P
102
112
106
116
30
.267
12.25
12.25
18.85
15
.533
24.50
24.50
37.50
n or concrete
j
10 44 16.16 Wheeled 0010
WHEELED
0350
CO 2
EXTINGUISHER UNITS
FIRE
portable, with swivel horn
,
0360
Wheeled type,
0400
100
2200
ABC
Fire Extinguisher Units
all
cart
mounted, 50
Ea.
lb.
1,100
1,100
1,200
4,125
4,125
4,550
n lb.
purpose type
2300
Wheeled, 45
2360
150
Ea.
lb.
735
735
810
1,850
1,850
2,025
ff
lb.
10 51 Lockers 10 51 13 ~ Metal Lockers 10 51 13.10 Lockers 0011
LOCKERS
steel,
baked enamel, pre-assembled 2" x
5" x 72"
20
.400
239
22
261
297
0120
18"xl5"x72"
20
.400
263
22
285
325
0130
12"xl8"x72"
20
.400
267
22
289
325
18"xl8"x72"
20
.400
278
22
300
340
30
.267
236
14.60
250.60
283
0110
Single
tier
0140
0410
Double
box
tier,
locker,
1
12" X 15"
1
1
Shee
36"
X
Ea.
0420
18"xl5"x36"
30
.267
235
14.60
249.60
282
0430
12"xl8"x36"
30
.267
266
14.60
280.60
315
0440
18"xl8"x36"
30
.267
257
14.60
271.60
305
Two person, 18"x 15"x 72"
20
.400
285
22
307
350
0510
18"xl8"x72"
20
.400
293
22
315
360
0520
5" X
20
.400
287
22
309
350
20
.400
335
22
357
400
30
.267
24 36
0500
Duplex,
0600
5
tier
6
tier
0700
Wire meshed wardrobe, 1
floor,
mtd., open front varsity type
1
45
14.60
59.60
71.50
.333
52
18.25
70.25
85
.222
39.50
12.15
51.65
62
Opng.
30
.267
47
14.60
61.60
74
7.50
1.067
Ea.
261
58.50
319.50
375
15
.533
Ea.
455
29
484
545
625
29
654
735
22
337
380
6-person locker unit with clothing rack
2500
72 wide
2550
1
X
15" deep x 72" high
1
8" deep
Shee
"
t
15
.533
20
.400
Ea.
315
Set
Wall mounted lockers, 4 person, with coat bar
48" widex 18" deep
3100 3250
box lockers, minimum
Maximum
1000
3000
box lockers, minimum
Maximum
0900
2400
1
15"x21"x72"
0530
1100
1
5" x 72"
w/24
X
12" high
1
Shee
1.50
5.333
365
292
657
845
30 baskets
1.25
6.400
360
350
710
930
3270
36 baskets
.95
8.421
475
460
935
1,225
3280
42 baskets
.80
10
540
545
1,085
1,425
Rack
3260
--
mesh baskets
wire
3300
For built-in lock with 2 keys, add
3600
For hanger rods, add
3650
For
3700
For locker base, closed front panel
3710
3800
number
plate
kit,
1
13.30
13.30 1.86
1
00
End panel, bolted For sloping top,
Ea.
2" wide
plates
#1
-
#1 00, add
1
Shee
4
2
90
.089
70
1.86
109
179
14.60 2.05
244
7.15
4.86
12.01
15.30
21.05
28.50
36
.222
8.90
12.15
24
.333
30.50
18.25
48.75
62
3810
1
5" wide
24
.333
33.50
18.25
51.75
65
3820
1
8" wide
24
.333
35.50
18.25
53.75
67
383
10 51 Lockers 10 51 13 - Metal Lockers Daily
Labor-
Output
Hours
Unit Fa.
2014 Bare
Total
Costs
j
10 51 13.10 Lockers 3850
Crew
Sloping top end panel,
2" deep
72
.111
3860
1
5" deep
72
3870
18" deep
3900
60"
For finish end panels, steel,
72"
3910 3920 5000
1
high,
1
high,
1
1
Shee
5" deep
12" deep
8" deep
Material
Labor
Equipment
Totol
InclO&P
11.10
6.10
17.20
.111
12.90
6.10
19
72
.111
13.65
6.10
19.75
12
.667
50
36.50
86.50
111
12
.667
50
36.50
86.50
111
12
.667
56
36.50
92.50
117
23.50
24.50
For 'reody to assemble' lockers.
5010
Add
5020
Deduct from material
10 51 26 >
75%
to labor
20%
Plastic Lockers
«
10 51 26»13 Recycled Plastic Lockers 0011
0110
RECYCLED PLASTIC LOCKERS, 30% Single
tier
box locker,
1
2" x
0120
12"xl5"x72"
0130
12"
0410
Double
X
recycled
m m m m m m
2" x 72"
1
18" X 72"
12"x 12"x 72"
tier,
0420
12"xl5"x72"
0430
12"xl8"x72"
10 51 53 - Locker
1
Shee
8
1
435
54.50
489.50
565
8
1
435
54.50
489.50
565
8
1
450
54.50
504.50
580
21
.381
455
21
476
530
21
.381
465
21
486
540
21
.381
475
21
496
550
100
.080
IF.
18
25
.320
Fa.
43.50
80
.100
LF.
58
34
.235
Fa.
Ea.
Room Benches
10 51 53.10 Benches 0010 2100
BENCHES
2250
IShee
Locker bench, laminated maple, top only
2200
Pedestals, steel pipe
9.5" top with PVC pedestals
Plastic,
22.38
26.50
61
74
5.45
63.45
72.50
35
10.80
45.80
55
4.38
17.50
10 55 23 - Mail Boxes 10 55 23.10 Commercial Mail Boxes 0010 0020 0100 0200 0300 0500 0600 0800
0900
COMMERCIAL MAIL BOXES Horiz.,
key
5"H
lock,
x
6"W
x
1
5"D, alum., rear load
1
Carp
Front loading
Double,
5"H
x
1
2"W
x
1
5"D, rear loading
Front loading
Quadruple,
1
0"H
x
1
2"W
x
1
5"D, reor loading
Front loading Vertical, front load,
1
5"H
x
5"W
x 6"D, alum., per
compartment
Bronze, duronodic finish
1000
Steel,
1700
Alphabeticol directories,
enameled
1800
Letter collection
1830
Lobby
1
20 names
box
collection boxes,
aluminum
2 Shee
34
.235
35
10.80
45.80
55
26
.308
66.50
14.10
80.60
95.50
26
.308
70
14.10
84.10
99
116.85
137
135
20
.400
98.50
18.35
20
.400
96.50
18.35
114.85
40.80
.235
30
10.80
34
.235
40
10.80
50.80
60.50
49.50
34
.235
30
10.80
40.80
10
.800
132
36.50
168.50
1900
2000 2250
2300
384
Bronze
or stainless
Letter slot, residential
Post office type
Key keeper, single key, oluminum Steel,
enameled
1
Carp
203
6
1.333
650
61
711
810
5
3.200
1,700
175
1,875
2,150
4.50
3.556
1,700
194
1,894
2,175
20
.400
/
1840
49.50
34
8
1
26
.308
26
.308
80 105 37.50
116
18.35
46
98.35 151
117 187
14.10
51.60
63
14.10
130.10
150
10 56 Storage Assemblies 10 56 13 - Metal Storage Shelving 10 5613.10 Shelving 0010
Crew
Doily
Labor-
Output
Hours
Unit
SF Shlf
2014 Bare Material
Total
Casts
Equipment
Labor
Total
IncI
O&P
SHELVING 12" deep
Metal, industrial, cross-braced, 3' wide,
175
.046
0100
24" deep
330
.024
0300
4' wide, 12" deep
185
.043
0400
24" deep
380
.021
4.55
1.08
5.63
6.90
175
.046
11.70
2.34
14.04
16.95
290
11.40
0020
1200
Enclosed sides, cross-braced back, 3' wide,
Sswk
2" deep
24" deep
1300 1500
1
1
Fully enclosed, sides
and back, 3' wide, 12" deep
7.45
2.34
9.79
4.95
1.24
6.19
7.65
6.35
2.21
8.56
10.90
12.30
.028
8.10
1.41
9.51
150
.053
13.90
2.73
16.63
20
255
.031
9.35
1.60
10.95
13.10
1600
24" deep
1800
4' wide, 12" deep
150
.053
9.50
2.73
12.23
15.25
1900
24" deep
290
.028
7.45
1.41
8.86
10.70
capacity per shelf, 6' wide,
24" deep
380
.021
6.30
1.08
7.38
8.85
2400
36" deep
440
.018
6.75
.93
7.68
9.10
2600
8' wide, 24" deep
440
.018
6.35
.93
7.28
8.65
2800
36" deep
520
.015
6.10
.79
6.89
8.10
13.20
2200
Wide span, 1600
lb.
\ capacity, 8' long,
36" deep
450
.036
9.10
1.82
10.92
4200
42" deep
500
.032
8.25
1.64
9.89
12
4400
48" deep
520
.031
7.40
1.57
8.97
10.90
10
1.600
315
58.50
373.50
435
10
1.600
395
58.50
453.50
520
8
2
525
73.50
598.50
690
8
2
825
73.50
898.50
1,025
10
1.600
345
58.50
403.50
470
10
1.600
435
58.50
493.50
565
8
2
890
73.50
963.50
1,100
8
2
1,075
73.50
1,148.50
1,325
4000
frame 5,000
Pallet racks, steel
lb.
2 Sswk
10 5613.20 Parts Bins 001 0
0100
PARTS BINS
metal, gray baked enamel finish
6'-3"high, 3' wide
0300
1
2 bins,
1
8" wide x
2"
1
high,
1
2" deep
2Clab
24" deep
0400 0600
72
bins,
6" wide x 6" high,
1
2" deep
8" deep
0700
1
1000
7 '-3" high, 3' wide
7
Ea.
'C
1200
1
4
bins,
1
8" wide
x
2"
1
high,
1
2" deep
2Clab
24" deep
1300 1500
84
bins,
6" wide x 6"
high,
2" deep
1
24" deep
1600
Ea.
10 57 Wardrobe and Closet Specialties 10
5713 - Hat and Coat Racks
10 57 13.10 Coat Racks and Wardrobes 0010
COAT RACKS AND WARDROBES Hat
&
caat rack, floor model, 6 hangers Standing, beech wood,
0100
18 go. tubular
0500
1
0650
63"
0920 0940
1650
21"
1
x
x 72",
21"
chrome
x 69",
Ea.
wood walnut
29"
8-1/2"
x X
8" x 63"
1
1
/2"
8-1
Ea. x
62"
70"
For Utility
hook
2"
X
X
70"
ball casters,
strips,
34"
26"
3/8"
add
237
237
260
299
299
330
262
262
289
291
291
320
410
410
450
370
370
405
x 2-1
/2"
x
1
8", 6 hooks
1
Carp
48
.167
48
.167
32
.250
32
.250
465
465
515
Set
88
88
97
Ea.
61
7.65
68.65
79
62
7.65
69.65
80
155
11.45
166.45
188
181
11.45
192.45
217
ft
long,
1
2 hooks
Wall mounted racks, 16 go. steel frame,
1850
1
2" X
1
5" X 26", 6 hangers
2000
1
2" X
1
5" X 50", 12 hangers
2150
x
Double face rack, 39" x 26" x 70"
0910
1500
30"
Single face rack,
51"x
1400
steel,
21"
x
6 go. steel frame, 22 go. steel shelves Single pedestal,
--
21"
Wardrobe cabinet,
steel,
baked enamel
22
go. steel shelves
1
Carp n
Ea. ft
finish
385
'
10 57 Wardrobe and Closet Specialties 10 57 13 - Hat and Coat Racks Daily
Labor-
2014 Bare
^ Total
Costs 1
10 57 13.10 Coat Racks and Wardrobes
Crew
Output
Hours
Unit
Material
La.
315
Labor
Equipment
Total i
2300
36"
X
21"
X 78",
incl.
top shelf
&
hanger rod
315
IndO&P 350
j
2400
Wardrobe, 24" x 24" x 76", KD, w/door, hospital, baked enamel
2500
steel
1
Carp "
Hardwood
2 2
570
4 4
1,275
183
753
183
!
CO
910 1,675
i
10 57 23 - Closet and Utility Shelving 10 57 23.19 Wood Closet and Utility Shelving 0010
WOOD CLOSET AND
0020
Pine, clear grade, no
UTILITY SHELVING edge band, 1" x 8"
0100
1"x10"
0200
1"x12"
Karp
115
.070
110
.073
105
.076
75
.107
70
.114
70
.114
65
.123
20
.400
15
.533
75
.107
70
.114
3.04
3.19
6.23
8.25
3.78
3.33
7.11
9.30
4.56
3.49
8.05
10.40
1.78
4.89
6.67
9.50
r
3.18
5.25
8.43
11.60
F.
9.90
5.25
15.15
18.95
14.80
5.65
20.45
25
Ea.
10.95
18.35
29.30
40.50
20
24.50
44.50
59.50
8.27
11.25
L
F.
^
0600
Plywood,
1
2" wide
1
S.F. shelf
2" deep shelves
Adjustable closet rod and shelf,
1
2" wide, 3' long
Prefinished shelves with supports, stock,
8" wide
10" wide
1600
S
!
8' long
1300 1500
lumber edge,
Bookcase, clear grade pine, shelves 12" O.C., 8" deep, per
1000 1200
thick with
24" wide
0700 0900
3/4"
_-
L. F.
3.38
4.89
4.75
5.25
675
91.50
766.50
885
1,575
91.50
1,666.50
1,875
801.50
915
/
10
13.35
10 71 Exterior Protection 10 71 13 - Exterior Sun Control Devices 10 71 13.19 Rolling Exterior Shutters 0010 0020
ROLLING EXTERIOR SHUTTERS Roll-up,
manual operation, aluminum, 3'
x 4',
incl.
frame
"82"
2 Carp
6'x7'
0030
8
2
Ea.
10 73 Protective Covers 10 73 13 - Awnings 0010
AWNINGS, FABRIC
i
0020
Including acrylic canvas and frame, standard design
0100
Door and window, slope, 3' high, 4' wide
720
81.50
4.50
1.778
0110
6' wide
3.50
2.286
925
105
1,030
1,175
0120
8' wide
3
2.667
1,125
122
1,247
1,450
0200
Carp
Quarter round convex, 4' wide
0210
6' wide
0220
8' wide
0300
1
Dome, 4' wide
Ea.
3
2.667
1,125
122
1,247
1,425
2.25
3.556
1,450
163
1,613
1,850
1.80
4.444
1,775
204
1,979
2,275
7.50
1.067
430
49
479
550
0310
6' wide
3.50
2.286
970
105
1,075
1,225
0320
8' wide
2
4
1,725
183
1,908
2,175
1.33
6.015
1,625
276
1,901
2,200
1.11
7.207
1,925
330
2,255
2,625
1
8
2,275
365
2,640
3,075
5,940
6,875
0350
Elongated dome, 4' wide
0360
6' wide
0370
8' wide
1000
1010 1020 1100
Entry or
1
walkway, peak, 12' long, 4' wide
2 Carp
6' wide 8' wide
Radius with
dome
end, 4' wide
.90
17.778
5,125
815
.60
26.667
7,875
1,225
9,100
10,600
14,800
.40
40
10,900
1,825
12,725
1.10
14.545
3,875
665
4,540
5,300 8,475
12,000
1110
6' wide
.70
22.857
6,225
1,050
7,275
1120
8' wide
.50
32
8,875
1,475
10,350
2000
386
Retractable lateral
1f
arm awning, manual
10 73 13 - Awnings 10 73 13.10 Awnings, Fabric
Daily
Labor-
Crew
Output
Hours
Unit
2 Carp
1.70
9.412
Ea.
1.10
14.545
,
2010
8' -6" projection To 12' wide,
2020
8' To 14' wide,
-6"
projection
2030
Tol9' wide, 8' -6"
projection
.85
18.824
2040
To24' wide, 8' -6"
projection
.67
23.881
2.67
3
2
8
1.20
13.333
Motor
2050
for
above, odd
1
Carp
2014 Bare Material
Labor
Totol
Costs
Equipment
Total
IncI
O&P
1,150
430
1,580
1,950
1,350
665
2,015
2,500
1,825
865
2,690
3,350
2,300
1,100
3,400
4,250
990
138
1,128
1,300
1,625
365
1,990
2,375
2,550
610
3,160
3,750
Potio/deck canopy with frame
3000 3010
12' wide, 12' projection
3020
16' wide, 14' projection
9000
For
fire
2 Carp
Ea.
ft
7%
retordant canvas, add
35%
9010
For lettering or graphics, add
9020
For painted or coated acrylic canvas, deduct
9030
For translucent or
9040
For 6 or
more
opaque
8% 10%
add
vinyl canvas,
20%
deduct
units,
15%
10 73 16 - Canopies 0010
METAL CANOPIES Wall hung, .032", aluminum, prefinished, 8' x 10'
1,950
865
256
3,071
3,900
3,425
1,025
305
4,755
5,850
2,575
865
256
3,696
4,575
4,300
1,025
305
5,630
6,800
5,150
1,125
335
6,610
7,975
30
7,725
1,400
415
9,540
11,400
40
10,300
1,875
555
12,730
15,100
1.30
18.462
0300
8'x20'
1.10
21.818
0500
lO'xlO'
1.30
18.462
0700
10'x20'
1.10
21.818
1000
12'x20'
1
24
1360
12'x30'
.80
1700
12'x40'
.60
0020
1900
2300 2500
K-2
r
Ea.
For free standing units, add
Aluminum entrance canopies, 3'-6"x4'-0",
clear
r
flat soffit,
20%
10%
.032"
anodized
2 Carp
4
4
Ea.
915
183
1,098
1,275
2700
Bronze anodized
4
4
1,625
183
1,808
2,050
3000
Polyurethane painted
4
4
1,300
183
1,483
1,725
2
8
2,525
365
2,890
3,350
2
8
3,225
365
3,590
4,125
IM
365
3,065
3,550
3300
4'-6"x 10 '-0",
3500 3700 4000
clear
L.F.,
anodized
1
r
2
8
Carp
7
1.143
157
52.50
209.50
254
7
1.143
274
52.50
326.50
380
7
1.143
1r
4
6
Car
2
12
250
.096
Bronze anodized
4500
Polyurethane painted Carport,
baked
7250 7500
anodized
Polyurethane painted Wall downspout, 10
4300
7000
clear
Bronze anodized
vinyl finish,
r
.032", 20' x 10', no foundations, min.
K-2
7750
cover, to
52.50 281
7,150
565
83.50
288.50
340
4,364.50
4,975
7,882
9,000
tf
Maximum Walkway
236 4,000
12' wide,
sti.,
vinyl finish,
.032",no fndtns., min.
S
F.
167
26.50
4.50
1.33
32.33
38
60
5.65
1.67
67.32
77.50
tf
Maximum
r
200
.120
10 74 A^anufactured Exterior Specialties 10 74 23 - Cupolas 10 74 23.10 Wood Cupolas 0010 0020
WOOD CUPOLAS Stock
units, pine, painted,
0100 0300
0700 0900
8"
sq.,
28"
high, alum, roof
Copper roof
23" square, 33"
0400 0600
1
high,
aluminum
roof
high,
aluminum
roof
Copper roof
30"
square,
37"
Copper roof Hexagonal, 31" wide, 46" high, copper roof
1
Carp
4.10
1.951
184
89.50
273.50
340
3.80
2.105
255
96.50
351.50
430
3.70
2.162
360
99
459
550
3.30
2.424
470
111
581
685
3.70
2.162
560
99
659
770
3.30
2.424
670
111
4
2
860
Ea.
91.50
781
951.50
905 1,075
387
10 74 Manufactured Exterior Specialties 10 74 23 - Cupolas 10 74 23.10
Wood
Daily
Labor-
Output
Hours
201 4 Bare Costs
Totol
i
'
Cupolas
Crew
Unit
Material
Labor
Equipment
Total |
1
36" wide, 50"
1
000
1
200
For deluxe stock units, odd to above
25%
1
400
For custom built units, add to above
50%
high, copper roof
Karp
3.50
2.286
Ea.
1,400
•
105
InclO&P
1,505
1,700
50%
10 74 29 - Steeples 10 74 29.10 Prefabricated Steeples 0010 4000
PREFABRICATED STEEPLES Steeples, translucent fiberglass,
30"
square, 15' high
F-3
25' high
4150 4350
Opaque
fiberglass,
24"
square, 14' high
4600
1.80
Aluminum, baked
finish,
20'
high,
4640
35'
high, 8' base
4660
60' high, 14' base
4680
152' Porcelain
20.
nm
16" square, 14' high
high,
custom
enamel
steeples, custom,
40' high
F-3
8,275
935
330
9,540
10,900
9,650
1,050
370
11,070
12,600
6,875
935
330
8,140
9,375
6,300
1,050
370
7,720
8,925
5,625
5,625
6,200
9,425
9,425
10,400
36,300
36,300
39,900
76,500
76,500
84,000
624,500
624,500
687,000
.50
80
14,100
3,750
1,325
19,175
22,800
.30
133
^
24,500
6,225
2,200
32,925
39,000
29
.276
Eo.
23 29
n
60' high
4800
Ea.
3 '-6" base
4620
4700
20
nm
2
28' high
4500
2
1.80
10 74 46 - Window Wells 10 74 46.10 Area Window Wells 0010 0020
AREA
WINDOW WELLS,
16
ga.,
3 '-2" wide,
Welded grating
0700 0900
Sswk
r
deep
3' deep
0400 0600
1
2' deep
0100 0300
Galvanized steel
20ga., 3'-2" wide, 1' deep
for
above,
1
5
lb.,
painted
Galvanized Translucent plastic cap for above
1 r
16.95
14.10
31.05
43.50
.348
27.50
17.75
45.25
61.50
.276
23
14.10
37.10
50.50
17.75
64.75
83
9.10
96.60
112 146
23
.348
47
45
.178
87.50
45
.178
60
.133
2
8
118
L
9.10
127.10
17.65
6.80
24.45
31.50
980
330
166
1,476
1,775
1,736
2,050
10 75 Flagpoles 10 7516 0010 0050 0100
Ground-Set Flagpoles
FLAGPOLES,
ground set
Not including base
or foundation
Aluminum, tapered, ground set 20' high
K
1
Ea.
0200
25' high
1.70
9.412
1,150
390
196
0300
30' high
1.50
10.667
1,275
440
222
1,937
2,325
0400
35' high
1.40
11.429
1,800
470
238
2,508
2,950
0500
40' high
1.20
13.333
2,525
550
277
3,352
3,925
0600
50' high
1
16
3,100
660
335
4,095
4,775
0700
60' high
.90
17.778
5,075
730
370
6,175
7,125
0800
70' high
.80
20
8,250
825
415
9,490
10,800
1.80
8.889
2,600
365
185
3,150
3,650
1200
30' high
1.50
10.667
2,900
440
222
3,562
4,125
1300
40' high
1.30
12.308
6,400
505
256
7,161
8,100
1400
50' high
1
16
8,900
660
335
9,895
11,200
1.40
11.429
4,375
470
238
5,083
5,800
256
5,486
6,250
1100
2820
Counterbalanced, internal halyard, 20' high
Aluminum,
electronically operoted,
30' high
2840
35' high
1.30
12.308
4,725
505
2860
39' high
1.10
14.545
5,150
600
305
6,055
6,925
335
7,570
8,625
370
8,100
9,225
2880
45' high
1
16
6,575
660
2900
50' high
.90
17.778
7,000
730
388
10 7516 - Ground-Set Flagpoles 10 75 16.10 Flagpoles 3000
Fiberglass, tapered,
ground
set,
23'
higli
Doily
Labor-
Crew
Output
Hours
Unit
K-1
2
8
Fa.
330
166
1,076
1,325
222
2,187
2,600
11.429
1,975
470
238
2,683
3,150
13.333
2,200
550
277
3,027
3,575
1.50
10.667
3200
36'-l"high
1.40
3300
39
1.20
3400
49 '-2"
3500
59' high Steel, direct
imbedded
O&P
IncI
440
'-7" high
4300
Total
580
29
high
Total
Costs
Equipment
Labor
1,525
3100
'-5" high
2014 Bare Material
1
16
4,100
660
335
5,095
5,900
.90
17.778
5,225
730
370
6,325
7,275
1,300
264
133
1,697
1,975
installation
20' high
2.50
6.400
4500
25' high
2.50
6.400
1,950
264
133
2,347
2,700
4600
30' high
2.30
6.957
2,325
286
145
2,756
3,175
4700
40' high
2.10
7.619
3,125
315
159
3,599
4,075
4800
50' high
1.90
8.421
4,125
345
175
4,645
5,250
5000
60' high
1.80
8.889
6,875
365
185
7,425
8,325
5100
70' high
1.60
10
7,475
410
208
8,093
9,075
5200
80' high
1.40
11.429
9,625
470
238
10,333
11,600
5300
90' high
1.20
13.333
15,000
550
277
15,827
17,700
5500
100' high
1
16
15,500
660
335
16,495
18,500
4400
6400
Internol halyard,
Wood
6410
poles, tapered, clear vertical grain
base, not inch
6"
6800 7300
K-1
butt,
foundation, 4"
butt,
fir
with
Ea.
tilting
25' bigb
K-1
1,400
345
175
1,920
2,250
2,575
505
256
3,336
3,875
675
139
814
960
9.143
1,250
400
1,650
2,000
2
16
1,550
695
2,245
2,800
1.90
8.421
1.30
12.308
10
3.200
3.50
"
30' high
Ea. tf
Foundations for flagpoles, including excavation and concrete, to 35' high poles
7400 7600
40'
7700
Over 60' high
to
C-1
50' high
Ea.
10 75 23 - Wall-Mounted Flagpoles 10 75 23.10 Flagpoles 0010
FLAGPOLES,
structure
mounted 9 '-8" long
0100
Eiberglass, vertical wall set,
1.50
10.667
1,350
440
222
2,012
2,425
0200
23' long
1.40
11.429
1,450
470
238
2,158
2,550
0300
26 '-3"
1.30
12.308
1,850
505
256
2,611
3,075
1.30
12.308
1,225
505
256
1,986
2,400
1.20
13.333
965
550
277
1,792
2,225
K-
1
long
19 '-8" long outrigger
0800 1300
1
Aluminum,
vertical wall set, tapered, with base,
29 '-6"
1400
20' high
high
Outrigger poles with base, 12' long
2400
14' long
2500
Ea.
1
16
2,650
660
335
3,645
4,300
1.30
12.308
1,100
505
256
1,861
2,250
1
16
1,425
660
335
2,420
2,950
10 81 Pest Control Devices 10 81 13
-
•
Bird Control Devices
10 81 13.10 Bird Control Netting OOlO
BIRD CONTROL NETTING
0020
1
/6"
square mesh
4000
.008
.67
.29
.96
1.19
0100
1/4"
square mesh
4000
.008
.78
.29
1.07
1.31
/2"
square mesh
4000
.008
.12
.29
.41
.58
4000
.008
.07
.29
.36
.53
4000
.008
.13
.29
.42
.59
4000
.008
.
.10
.29
.39
.56
Ea.
.05
.05
.06
0120
1
0140
5/8"
0160
1-1/4" X 1-1/2" mesh
0200
4" square mesh
1000
Poly clips
X
4 Clab
3/4" mesh
S. F.
i
1
j
1
389
1
10 88 Scales 10 88 05 - Commercial Scales
1 I
10 88 05.1 0 Scales 0010
Crew
...
L_
Daily
Labor-
Output
Hours
.
.
2014 Bare Material
Unit
Labor
'!
I
T
Casts
Total
Equipment
.
I
InclO&P
Total
1
--iil H
SCALES
.
1
.
0700
Truck scales,
1
weigh bridge,
steel
incl.
1
0800
not including foundation,
1550
Digital, electronic,
00
pits
‘i
0
2
.20
120
13,500
5,500
19,000
23,400
1600
40' X 10' platform
.14
171
27,000
7,850
34,850
41,800
1640
60'
10' platform
.13
184
35,700
8,475
44,175
52,500
1680
70' X 10' platform
.12
200
37,900
9,175
47,075
56,000
1,400
1,525
1
ton capacity, steel deck
1
'
x
platform
1
3 Carp
'
X
^^
2000
For standard automatic printing device, add
2100
For remote reading electronic system, odd
2300
Concrete foundation
pits for
2400 2600
50' X 10' platform, 30
2700
70' X
2750
dial,
1
2,625 C
1
64
.35
91.429
C.Y. required
.25
128
C.Y. required
.15
213
C.Y. required
40
.50
^
tan capacity
5 ton capacity
2800
Digital,
2850
3000
platform,
Crane scales,
2780
2900
0' 1
1,400
above, 8' x 6', 5 C.Y. required
14' X 6' platform, 10
Fa.
1
ton capacity
10 ton
Law
capacity
profile electronic
not
incl. printer,
r
warehouse
3300 3400
20,000
2,900
2,775
3,800
5,425
1,500
3,975
5,475
7,800
2,025
5,575
7,600
10,800
4,450
9,300
13,750
19,200
1,125
1,125
1,225
1,500
1,500
1,650
1,900
1,900
2,075
5,050
5,050
5,550
3,875
5,325
scale,
4' X 4' platform,
5' X 7' platform,
2,625
1,025
10,000
lb.
10,000
2 Carp,
capacity
lb.
capacity
.30
53.333
.25
.20
1,425
2,450
64
4,625
2,925
7,550
9,625
80
5,700
3,675
9,375
11,900
1,000
1,000
1,100
770
770
845
Fa.
j
3500 3800
For printers, Portable,
beam
incl.
lb.
capacity
time, date
type, capacity
&
^
!
, r
numbering, add
1000#, platform 18"
x
24" i
3900
Diol type, capacity
4000
Digital type, capacity
4100 4200
390
2000#, 1
platform
24"
x
60' X 10' platform
! ;
000#, platform 24"
Portable contractor truck scales,
24"
50
x
30"
ton cap., 40' x 10' platform
^
1f
1,375
1,375
1,500
2,175
2,175
2,400
33,000
33,000
36,300
30,400
30,400
33,400
Estimating Tips
•
The items
in this division are
are
Many
Check the
electrical
blocking or
and include
hookups
appropriate divisions.
in the
The required supports must be
projection screens.
added to the estimate in the
time for receiving, storage, installation, and mechanical
and
shaded boxes
support angles for ceiling-hung
specifications for
Some items
in Division
1 1
may
require assembly or electrical
hookups. Verify the amount of assembly required or the need for a
hard electrical connection
and add the appropriate
costs.
Vo part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form n by any means without prior written permission of RSMeans, a division of Reed Construction Data.
at the
beginning of
some major classifications. These numbers refer to related items in the Reference Section. The reference information
may
be
an estimating procedure, an alternate pricing method, or technical information.
Note: Not
appropriate division. •
Reference Numbers Reference numbers are shown in
attachment of casework and
by the contractor.
responsibilities
of support
include blocking for the
of these items
purchased by the owner for
installation
some type
1
system that is not usually furnished with the item. Examples of these systems
usually priced per square foot or each.
items in Division
require
General >
Many
all
subdivisions listed
here necessarily appear in this publication.
C
I!
11
05 Common Work Results for Equipment
11 05 05 - Selective Equipment Demolition 11 05 05.10 Selective Demolition 0010
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Central
0210
Vault door and frame
0215
vacuum, motor
Day gate,
commercial
unit, residential or
Total
Costs
Equipment
Total
jl
IndO&P
2
Skwk
2
8
3
5.333
Clab
1.20
6.667
2 Clab
1.50
10.667
2
4
Ea. ..
0381
Counter
teller
,j
bullet resistant
Drive-up
0383
Thru-wall boxes and chests, selective demolition
0384
Bullet resistant partitions
1
window, including drawer and glass
0385
Pneumatic tube system, 2 lane drive-up
0386
Safety deposit box
L-3
lab
1
Surveillance system, video, complete
^
1.50
10.667
6.400
20
.800
.45
35.556
Ea.
50
.160
Opng. Ea.
Ea. L
2 Elec
2
8
Church equipment, misc moveable fixtures
2 Clab
1
16
0412
Steeple, to
28' high
F-3
3
13.333
0414
40'
0515
60' high
equipment, bookshelves, wood, to 90" high
Clab
1
380
380
585
252
252
390
244
244
375
390
390
605
390
390
605
235
235
360
226
1
Stage equipment,
light control
'
V
F.
29.50
29.50
1,775
1,775
5.85
5.85
425
^
585
45 2,700 9.05
425
640
585
905
625
221
846
1,200
2,325
830
3,155
4,500
.80
50
20
.400
L
F.
14.65
14.65
9
.889
Ea.
32.50
32.50
1
8
40
.200
F.
10.65
10.65
15.95
8
1
Eo.
53.50
53.50
80
,-
22.50
/f
hardwood, 36" x 24"
Carrels,
Station
2.50
0410
Librory
147
'
window,
0382
to
147
!
Bank equipment,
0387
Clab
1
for vault
0380
0630
Labor
SELECTIVE DEMOLITION
0130
0510
Material
panel
1
0632
Border
0634
Spotlights
0636
Telescoping platforms and risers
Elec
lights
1r
425 L
425
50.50
640
175
.091
SFStg.
3.35
3.35
5.15
1020
Barber equipment, hydraulic chair
1
Clab
40
.200
Ea.
7.35
7.35
11.30
1030
Checkout counter, supermarket or warehouse conveyor
2 Clab
18
.889
1040
Food cases, refrigerated or frozen
Q-5
6
2.667
140
140
212
1190
Loundry equipment, commercial
1360
Movie equipment, lamphouse,
2 Clab
L-6
4000
to
wott,
inci rectifier
1
Elec
Sound system,
incI
amplifier
1410
Air
1412
Lubrication equipment, automotive,
compressor, to 5 H.P.
3
reel type, inci
pump,
3
4
225
225
340
2
107
107
160
1.25
6.400
340
340
510
235
235
360
1,025
1,025
1,600
1,300
2,000
745
1,100
2 Clab
2.50
6.400
L-4
1
24
.80
30
2
15
excl piping
Booth, spray paint, complete, to
1560
Parking equipment, cashier booth
Set
!t
26' long
1414
50.50
4
t
1365
32.50
32.50
B-22
1,300 Ea.
640
105
f
1600
Loading dock equipment, dock bumpers, rubber
Clab
1
50
.160
50
.160
1.50
10.667
2
8
5.85
5.85
9.05
5.85
5.85
9.05
/f
1610
Door seal for door perimeter
1620
Platform
1630
Dock
1640
Lights, single or
1650
Shelter, fabric, truck or train
lifter,
fixed, 6' x 8',
5000
lb.
E-16
capacity
L
F.
Ea.
/f
1790 1792 1795
1910 1912
leveller
double arm
Commercial
lab L-4
gas
or municipal incinerator,
Q-3
Crematory, excluding building Detection equipment, Cell
cell
E-4
bar front
door and frame 4' to 5' wide, 7' to 8' high, 7' deep
Prefab
1916
Cot, bolted, single
2850
Elec
Waste handling equipment, commercial compactor
1914
1918
1
1
cell,
Visitor cubicle
Hydraulic gates, canal, flap, knife, slide or sluice, to
1
8" diameter
L-5A
555
94.50
649.50
415
71
486 53.50
53.50
1,075
815 80
8
1
1.50
5.333
195
195
300
2
12
515
515
800
2
12
515
515
800
.25
128
7,025
10,600
7,025
35.50
450.50
770
4
8
415
8
4
206
17.75
223.75
385
206
17.75
223.75
385
8
4
40
.800
41.50
3.55
45.05
77
770 435
4
8
415
35.50
450.50
8
4
206
76
282
2852
1
to
36" diameter
6
5.333
274
101
375
575
2854
37"
to
48" diameter
2
16
820
305
1,125
1,725
2856
49"
to
60" diameter
2858
Over 60" diameter
9"
3100
Sewage pumping system,
3110
Sewage
3900
Wastewater treatment system,
392
prefabricated, to
treatment, holding tank for to
1
recirc
500
1000 GPM
chemicol water closet
gallons
1
32
1,650
605
2,255
3,475
1r
.30
106
5,475
2,025
7,500
11,600
C-170
.20
420
20,100
4,125
24,225
35,700
8
1
2
14
1
Plum B-21
,,
J
57.50
57.50 :
\r
590
70
660
87
985
I
11
Common Work Results for Equipment
05
Selective Equipment Demolition
11 05 05
11 05 05.10 Selective Demolition 4050
Crew
Food storage equipment, walk-in refrigerator/freezer Shelving, stainless steel, 4
4052
dunnage rack
tier or
4100
Food preparation equipment, small countertop
4150
Food
4200
Cooking equipment, commercial range
4250
Hood and
4255
4300
ventilation equipment, kitchen exhaust hood, excl fire prot
Fire protection
Output
Hours
Unit
2014 Bore Material
Labor
Total
Costs
Equipment
Total
i
9.15'
O&P
Ind
Gab
64
.250
S. E.
9.15
1
Gab
12
.667
Ea.
24.50
24.50
37.50
18
.444
16.30
16.30
25
18
.444
Q-1
12
1.333
IClab
3
2.667
Q-1
3
5.333
system
Food dispensing equipment, countertop items
Labor-
2
heated cabinets
delivery carts,
Doily
1
Gab
16.30
16.30
69
69 97.50
97.50
276
276
15
.533
65
.123
L. F.
1.60
10
Ea.
if
19.55
19.55
4.51
4.51
14.15
25 104 151
415 30
tr
Serving counter
4310
machine,
cube maker, flakers and storage
4350
Ice
4400
Cleaning and disposal, commercial dishwasher,
4405
275
To
ice
to
bins, to
50
2000
racks per hour
2
4410
Dishwasher hood
4420
Garbage disposal, commercial,
520
520
780
L-6
1
12
675
675
1,025
L-4
1
24
1,025
1,025
1,600
117
181
Q-1
Ib./day
racks per hour
to 5 H.P.
Gab L-1
5
3.200
117
8
2
111
111
167
tf
4540
Water heater,
4542
Water softener, automatic
residential, to
4544
Disappearing stairway, to
4710
Dorkroom equipment,
80 gal/day 2 Plum
1
5' floor height
Gab
5
3.200
177
177
267
10
1.600
92
92
139
97.50
151
97.50
6
2.667
10
2.800
124
124
190
1.50
18.667
825
825
1,275
2 Gab
3.50
4.571
Opng.
168
168
259
4 Gab
.40
80
Lane
2,925
2,925
4,525
293
293
450
2
L-7
light
ff
4712
4720
Heavy Doors
4830
Bowling
4840
Health club equipment,
alley,
complete,
inci pinsetter, scorer,
circuit training
counters, misc supplies
apparatus
2
Gab
2
8
Set
10
1.600
Ea.
2
8
"
4842 4860
Squat racks School equipment, basketball backstop
4862
Table and benches, folding,
4864
Bleachers, telescoping, to
4866
Boxing
ring,
4867
Boxing
ring, floor level
4868
Exercise
4870
Gym
4875
Scoreboard
4880
Shooting range,
5200
Vocational shop equipment
wall,
in
30
L-2
14' long
320
500
258
258
400
4
6
120
.267
Seat
L-4
.20
120
Ea.
2
12
6
1.333
L-4
1000
.024
R-3
2
10
Ea.
L-9
1
36
Point
2 Gab
8
2
Eo.
73.50
73.50
6
2.667
L
97.50
97.50
r
1
divider
targets, excl structure
Gab
r
S
12.35
12.35
ff
Fume hood,
inci
countertop, excl
HVAC
5,175
8,000
515
515
800
49
49 1.03
1.03
F.
530
70
1,500
7100
Medical
7200
Medical equipment, surgery table, minor
7210
sterilizing, distiller,
water, steam heated,
50
gal. capacity
Plum
2.80
2.857
Gab
1
8
2 Elec
3
5.333
Gab
4
4
Plum
4
2
1
1
Surgical lights, doctors office, single or double
arm
F.
Ea.
19.05
5,175
ff
6200
90.50
320
L-4
elevated
incI bullet traps,
58.50
58.50
F-5
tier
equipment
6.95
75.50 1.60
600
870
1,500
2,400
113 151
164
164
248
293
293
450
285
285
425
147
147
226
1
7300 7310
7400 7410
Whirlpool bath, fixed,
inci
mixing valves
Dental equipment, chair, electric or hydraulic Central suction system
7420
Drill
7430
X-ray unit
7440
X-ray developer
0020
1
1
’
115
115
174
605
350
Gab
.75
10.667
390
390
Plum
2
4
230
230
Gab
3.20
2.500
91.50
91.50
141
4
2
73.50
73.50
113
46
46
ff
05 10.10
0010
1
1
console with accessories
1
05 10 “ Equipment
11 11
2
Physical therapy, table
Industrial
Plum
|10
Equipment
equipment, minimum
69.50
installation Installation
—
I
INDUSTRIAL EQUIPMENT INSTALLATION Industrial
.800
! 1
E-2
12
4.667
Ton
CO
127
361
540
765
2,165
3,225
1
0200
Maximum
"
2
28
" i
1,400
393
11 11 Vehicle Service Equipment 11 11 13 - Compressed-Air Vehicle Service Equipment Daily
11 11 13.10
Compressed
Equipment
Air
Oew_Output
Labor-
2014 Bare
Hours
Unit
Material
Lob
Total
Costs
Equipment
_
Totol
i
IncI
O&P
COMPRESSED AIR EQUIPMENT 0030
Compressors,
electric,
M/2
H.P.,
standard controls
L-4
1.50
16
450
690
1,140
1,575
1.50
16
800
690
1,490
1,950
1
24
2,550
1,025
3,575
4,400
1
24
3,100
1,025
4,125
5,000
Set
8,700
2,075
10,775
12,800
Ea.
730
410
1,140
1,525
1,200
1,600
1,275
1,675
930
1,300
Ea.
'
0550
Dual controls
0600
5 H.P.,
0650
1 1
5/230
volt,
standard controls
Dual controls
11 11 19 - Vehicle Lubrication Equipment Equipment
11 11 19.10 Lubrication 0010
LUBRICATION EQUIPMENT
3000
Lube equipment, 3
3100
Hose
reel type,
reel, including
3200
Grease,
3300
Air,
50
3350
25
with pumps, not including piping
hose, oil/lube,
5000
feet,
000
Sswk
2
PSI
PSI
160
feet,
1
L-4
160
PSI
PSI
.50
48.
2
8
2
8
790
410
2
8
865
410^
2
8
520
410
I
i
11 11
33 - Vehicle Spray Painting Equipment
11 11 33.10 Spray Painting 0010
Equipment
SPRAY PAINTING EQUIPMENT Spray painting booth, 26' long, complete
4000
L-4
.40
60
Ea.
16,200
2,575
18,775
2
4
Ea.
1,925
213
2,138
11 12 Parking Control Equipment 11
1213 -
Parking Key and Card Control Units
11 12 13.10 Parking Control Units 0010
PARKING CONTROL UNITS
5100
Card reader
5120
1
2 Elec
Proximity with customer display
6000
Parking control software,
Elec
minimum
1
Elec
1
16
5,500
855
6,355
7,325
.50
16
23,600
855
24,455
27,200
.20
40
103,000
2,125
105,125
116,500
2
8
6,400
425
6,825
7,675
18,600
425
19,025
21,000
fr
Maximum
6020
11
1216 -
2,450
Parking Ticket Dispensers
11 12 16.10 Ticket Dispensers 0010
TICKET DISPENSERS
5900 5920
Mag
11 12
stripe
encoding
FEE
n
2
8
Equipment
COIN COLLECTION EQUIPMENT B-22
Cashier booth, average
5300
Collector station,
2
pay on foot
Elec
1
30
.20
80
.50
32
n
5320
Credit cord only
Fee computer
11 12
5000
LIFT
Lift
13,500
127,000
7
20,200
1,700
21,900
24,900
1
Elec
1.50
5.333
Ea.
14,000
285
14,285
15,800
2
Elec
3
5.333
Eo.
3,350
285
3,635
4,100
3
5.333
5,000
285
5,285
5,925
17,400
855
18,255
20,500
1,225
213
1,438
1,650
169
213
382
505
Arm Parking Gates
ARM PARKING
Barrier gate with
5020
GATES
programmable
controller
Industrial
5500
Exit verifier
5700
Full sign,
5800
11,785
113,775
33 - Parking Gates
11 12 33.13 0010
1,275
4,275
EQUIPMENT
FEE
5600
4"
1
16
Elec
2
4
2 Elec
4
4
r
letters
Inductive loop
1
1
1
394
210
10,300
109,500
Ea.
Equipment
11 12 26.23 Fee 0010
Ea.
26 - Parking Fee Collection Equipment
PARKING
5200
Elec
V
11 12 26.13 Parking Fee Coin Collection 0010
2
Ticket spitter with time/date stamp, standard
ij
^
0
Equipment
11 12 Parking Control 11 12
Parking Gates
33
11 12 33.13
Arm Parking Gates
Lift
Crew
Vehicle detector, microprocessor based
5950
1
Daily
Labor-
Output
Hours
2014 Bare Material
Unit
Elec
3
2.667
Eo.
Carp
.30
26.667
M.B.E.
26
.308
Ea.
22
.364
420
Labor
Totol
Costs
Equipment
Totol
!
O&P
IncI 1
142
680
j
Dock Equipment
11 13 Loading
1313 - loading Dock Bumpers
11 11
1313.10 Dock Bumpers
0010 0020
DOCK BUMPERS 2" X 6"
to
1
0050
Bumpers, rubber blocks 4-1 /2"
0200
24"
long
36"
long
0300 12"
0500
24"
0600
36"
thick,
1
0"
high,
1
4" long
14" long
high,
0550
long long
Rubber blocks 6"
0800
10"
thick,
high,
14" long
1,325
2,550
1,225
63
14.10
77.10
95
16.65
111.65
72.50
21.50
17
.471
25
.320
100
20
.400
94
3,350 91.50
130 113
14.65
114.65
133
111
18.35
129.35
151
147.50
174
119.65
139
15
.533
123
24.50
22
.364
103
16.65
0850
24"
long
18
.444
121
20.50
141.50
165
0900
36"
long
13
.615
186
28
214
248
147
28
175
205
20"
0910
11" long
high,
0920
Extruded rubber bumpers, T section,
0940
Molded rubber bumpers, 24" x
1000
Welded
1100
For drilled onchors, add per anchor
1300
installation of
1
2"
22" x
x
3"
22"
x
3"
thick
thick
above bumpers
Steel bumpers, see Section
1
0 26
1
E-14 1
11 13 16.10
Dock
Door seal
for
door perimeter,
1
2" x
1
2", vinyl covered
Folding gates, see Section
Shelters, fabric, for truck or train, scissor orms,
2200
1319 -
minimum
Stationary Loading
18.35
75.35
91
8
1
3.74
53
74.49
117
.222
6.70
10.20
16.90
23
14.10
46.10
57
- r
17.75
1
Carp
26
.308
1
Carp
1
8
F.
32
Ea.
1,750
365
2,115
2,500
2,400
735
3,135
3,775
1,450
1,450
1,600
1,600
1,600
1,750
1,725
1,725
1,900
9,150
9,150
10,100
L
/
16
Dock Equipment
Dock Equipment
DOCK EQUIPMENT Dock boords, heavy
9,000 1
Platform
lb.
5,000
lifter,
duty,
60"
4,000
Fixed, 6' X 8',
lb.
5,000
lb.
capacity
Ea.
capacity
6' x 6', portable, 3,000
4400
lb.
capacity
11,300
11,300
12,400
.70
22.857
9,850
1,200
203
11,253
13,100
1.08
14.815
4,975
770
132
5,877
6,975
1.08
14.815
5,925
770
132
6,827
8,000
1.08
14.815
5,775
770
132
6,677
7,850
1.08
14.815
5,800
770
132
6,702
7,875
1.08
14.815
8,650
770
132
9,552
11,000
1.08
14.815
9,325
770
132
10,227
11,700
1.08
14.815
3,175
770
132
4,077
4,975
1.08
14.815
5,325
770
132
6,227
7,350
capacity
5,000
4500
Levelers, hinged for trucks,
4650
7'x8' Air
x 60", aluminum,
capacity
lb.
4250
4680
85
36
.50
3200
4670
57
f
2700
4200
.400
73.45
10 22 16.10
Maximum
11 13 19.10 0010
20
8.95
DOCK SEALS AND SHELTERS
6200
11
64.50
Seals and Shelters
3900
6300
.615
.195
1
- Loading Dock Seals and Shelters
3600
Carp
13 41
3.1
11 13 16
0010
1
Bolts not included
4" X 8", overage
lb.
1
E-16
capacity
0 ton capacity, 6' x 8'
bag power operated, 10 ton
8' cap., 6' x
7'x8' I
4700 4800 5800 5900
Hydraulic,
10 ton
capacity, 6' x 8'
7'x8' Loading dock safety restraints, manual style
Automatic style
, r
,
395
:
Dock Equipment
11 13 Loading 11 13
:
26 - Loading Dock lights Dock
11 13 26.10
Lights
Crew
Daily
Labor-
Output
Hours
20l4Bare Material
Unit
Labor
Costs
[([uipment
^
Total |
0010 5000
Totai
Ind
O&P
’I
|
DOCK LIGHTS 24"
Lights for loading docks, single arm,
lElec
long
"
Double arm, 60" lang
5700
3.80 3.80
2.105
2.105-
Ea.
"
136
112
248
209
112
321
^
320
400
11 14 Pedestrian Control Equipment 1413 ~
11 11
Pedestrian Gates
1413.13 Portable Posts and
00] 0
0020
Railings
PORTABLE POSTS AND RAILINGS Portable for pedestrian
minimum
standord,
traffic control,
Ea.
;
132
132
146
184
184
202
208
208
420
420
J
Maximum
0100
i
0300
0600
minimum
Deluxe posts,
i;
Maximum
0400 Ropes
for
above
I
posts, plastic covered,
1
-1
/2"
LE
diameter
:
]
229
460
17.05
17.05
18.75
11.50
11.50
12.65
'
0700 1
500
Chain core 7 Portable security or sofety barrier, block with
'
yellow strap
Eo.
12' yellow strap
1510
1550
Sign holder, stondard design
210
210
231
235
235
258
75
75
82.50
11 14 13.19 Turnstiles 0010 0020
TURNSTILES One way, 4 orm, 46" diameter, economy, manual
0100 0300
Electric
manual
high,
Electric
Three arm,
24" opening,
0450
light duty,
manual
Heavy duty Manual, with registering &
0460 0470
controls, light duty
Heavy duty
0480
Electric,
0500 1200
V
High security, galv., 5 '-5" diameter,
0350 0420
2 Carp
heavy duty
1,675
147
1,822
2,075
13.333
2,025
610
2,635
3,200
1
16
5,800
735
6,535
7,525
.60
26.667
8,125
1,225
9,350
10,800
2
8
3,375
365
3,740
4,300
1.50
10.667
4,950
490
5,440
6,175
5
3.200
1.20
Ea.
2
8
3,725
365
4,090
4,675
1.50
10.667
4,050
490
4,540
5,200
1.10
14.545
4,725
665
5,390
6,225
700
770
6,215
7,250
208
229
700
For coin or token operating, add
One way gate with
T
1300
horizontal bars, 5 '-5" diameter
2 Carp
high, recreation or transit type
.80
20
Ea. tt
1500
For electronic counter, add
5,300
208
915
11 16 Vault Equipment - Safes
11 16 16
11 16 16.10 Commercial Safes 0010 0200
COMMERCIAL SAFES Office,
1
60" Data,
0800 0900 1050 1150 1200
396
X
36"
Diskette,
Money, "B"
X 1
34"
Jewelers,
63"
X
25"
4" x
1
x
19"x 16"
2"
24"
resistive,
20" X
x
16"
24"
and torch x
27"
1
x
", inside
1
9"xl4"xl4"
label,
23"
1
8", double door
1
X
hr.,
Tool resistive, Tool
X
br. rating,
1
63"
0700
0750
Ea.
40"xl8"xl8"
0250
0600
30"xl8"xl8"
hr. rating,
8" x
18"
1
x
20"
24"
x
24"
x
20
2,500
2,275
2,275
4.850
4,850
5,325
7,350
7,350
8,075
4,550
4,550
5,000
14,400
14,400
15,900
4,025
4,025
4,425
540
540
595
4,125
4,125
4,525
7.850
7,850
8,625
8,725
8,725
9,600
14,300
15,700
14,300
Equipment
11 16 Vault 11
1616 -
Safes Daily
Labor-
Crew
Output
Hours
Unit
A-2
8.50
2.824
Ea.
"
.78
30.769
1
10
Ea.
2014 Bare
Total
Costs |
11 16 16.10
Commercial Safes
Material
Labor
Equipment
Total
!
IncI
O&P
'
1
300
For handling into building, add,
Maximum
1400
;i
1713 -
11 17 13«10 0010
0020
2 Elec
1.60
With vault alarm Bullet resistant teller
48"
X
window, 44" x 60"
1
Gloz
.40
40
.60
13.333
2 Carp
Counters for banks, frontal only
3100
Complete with Door and frame,
Orive-up
minimum
2Sswk
&
mike, not inch glass,
minimum
Maximum Nigbt depository, with chest,
minimum
Maximum
5100 Package
5300
5400
bullet-resistant, with vision panel,
window, drower
4900
5200
steel undercounter
Maximum
4700
5000
.60
13.333
1
16
345
1,470
2,100
receiver, pointed
Stainless steel
i
Partitions, bullet-resistant,
5450
535
5,435
6,200
19,500
2,125
21,625
24,600
3,800
585
4,385
5,100
1-3/16"
glass, 8' high
2 Corp
Acrylic
Pneumatic tube systems, 2 lane drive-up, complete
L-3
Station
5,525
585
6,110
6,975
1,825
735
2,560
3,150
3,575
1,475
5,050
6,200
5,500
745
6,245
7,350
745
8,220
9,500
r
.50
32
1.10
14.545
1.10
14.545
7,475
1
16
6,825
820
7,645
8,950
.50
32
9,100
1,625
10,725
12,900
Ea.
1
16
7,450
820
8,270
9,650
.50
32
10,600
1,625
12,225
14,600
3.20
5
1,375
256
1,631
1,950
2,325
256
2,581
3,000
3.20
5
10
1.600
L. F. f
f
5500
1,125
4,900
/
60"
//
4800
194
Bank Equipm ent
Alarm system, police
0500
4600
135
BANK EQUIPMENT
0100
3000
32
Equipment Systems
Teller
/
0400
:
103
and Service Equipment
11 17 Teller 11
minimum
10
1.600
.25
64
.20
80
Total
198
375
73.50
73.50
271.50
448.50
330 530
25,800
3,200
29,000
33,300
50,000
4,000
54,000
61,000
;r
5550 5570
With
T.V.
viewer
Sofety deposit boxes,
minimum
1
Maximum, 10"x 15" opening
5580
5590
Teller locker,
5600
Pass thru, bullet-res. window, painted steel,
average
5700
48"
5800
72"
5900 6100
Sswk
24"
x
36"
2 Sswk
44
.182
19
.421
15
.533
1.60
10
Opng.
122 1r Ea.
143.50
27.50
172
1,602.50
1,775
510
3,135
3,800
1.20
13.333
2,675
680
3,355
4,125
X
.80
20
4,200
1,025
5,225
6,425
855
10,355
11,700
990
1,100
47,500
53,500
1f
r
20% 2 Elec
1
16
Ea.
For eoch additional camera, add
9,500
990
CCTV system, see Section 27 41 19.10 Twenty-four hour
6300 7000
21.50
79.50
40"
f
6200
66.80
48"
Surveillance system, video camera, complete
6120
1,575
2,625
9.30
X
For stoinless steel frames, add
6110
57.50
teller,
single unit.
automated deposit, cash and Vault front, see Section
memo
64
Ea.
L-8
1.50
13.333
Ea.
44,300
3,200
Equipment
Detention Cell Equipment
11 19 30.10 Cell CELL
.25
08 34 59.10
11 19 Detention 11 19 30
L-3
Equipment
EQUIPMENT
Toilet
apparatus including wash basin, average
3,350
645
3,995
4,675
397
;
11 21 13 - Cash Registers Checkout Counter
11 21 13.10 0010
and Checking Equipment Daily
Labor-
Output
Hours
Unit
10
1.600
Ea.
9 j
i
Crew
2014 Bare Materiol
Labor
Total
Costs
Equipment
lotol
1
Incl
O&P
CHECKOUT COUNTER
0020
Supermarket conveyor, single
belt
0100
Double
belt,
power toke-oway
0400
Double
belt,
power toke-owoy,
0800
Warehouse
2
incl.
side scanning
Gab
f
j
3,125
58.50
3,183.50
3,550
1.778
4,525
65
4,590
5,075
7
2.286
5,300
84
5,384
5,950
6
2.667
6,275
97.50
6,372.50
7,050
j
or bulk type
4
i
:
1
1000
Scanning system, 2 lanes, w/registers, scan gun
1100
1
2000
0
lanes, single processor,
Store,
11 21
minimum
Chair, hydraulic,
movable, minimum
1
730
805
3,075
3,400
730
730
805
V
3,075
3,400
Carp
Ea.
555
24
.333
16
.500
8
2
455
4
4
2,300
8
1
15.30
570.30
635
u
Maximum minimum
L-2
3,425
23 80.50
3,448
535.50
3,800
625
ft
Maximum Sink, hair washing basin, rough plumbing not
1000
Sterilizer, liquid solution for tools
1100
Total
equipment,
rule of
thumb, per
incl.
Plum
1
490
161
57.50
159 chair,
minimum
L-8
1
20
1
20
2,461
2,775
547.50
625
159
175
1,900
965
2,865
3,575
5,100
965
6,065
7,075
tf
Maximum
.
23 Commercial Laundry and Dry Cleaning Equipment 2313 -
11
730 3,075
Equipment
0500
11
171,500
3,075
«
Wall hung styling station with mirrors,
0300
1150
18,100
156,000
BARBER EQUIPMENT
0050
0200
16,400
156,000
53 - Barber and Beauty Shop Equipment
11 21 53.10 Barber
0020
Ea.
Maximum
2200
16,400
u
scon, with scales
Maximum
2150
0010
System
minimum
Register, restaurant,
2100
full
& memory
Dry Cleaning Equipment
11 23 13.13 Dry Cleaners 0010 2000
DRY CLEANERS
Not
incl.
rough-in
20
.20
80
33,300
4,425
37,725
43,300
2050
25
lb.
capacity
.17
94.118
48,000
5,225
53,225
61,000
2100
30
lb.
capacity
.15
106
50,500
5,925
56,425
64,500
2150
60
lb.
capacity
.09
177
^
78,000
9,850
87,850
101,000
2
4
Ea.
3,125
230
3,355
3,800
3,350
271
3,621
4,100
4,075
13,175
16,300
2316 -
11 11
Dry cleaners,
electric,
capacity
lb.
L-1
Eo.
Drying and Conditioning Equipment
23 16.13 Dryers
0010
DRYERS,
Not including rough-in 1
1500
Industrial,
30
lb.
capacity
Plum
1
1
tt
1600
4700
Lint collector,
2319 -
11 11
50
lb.
1.70
capacity
ductwork not included, 8,000
Finishing
to
10,000 CEM
Q-10
.30
4.706
80
9,100
i
Equipment
23 19.13 Folders and Spreaders 1
0010 3500 3700 3800
4900
FOLDERS AND SPREADERS Folders, blankets
&
sheets,
minimum
1
1
Elec
King size with automatic stacker For conveyor delivery, add
Spreader feeders, 240V, 2 station
L-6
4 station
2,500
35,200
39,800
59,000
4,275
63,275
71,500
17.778
14,300
950
15,250
17,200
17.143
55,500
965
56,465
62,500
34.286
67,500
1,925
69,425
77,000
47.059
.10
80
.45 .70 .35
ft
4920
32,700
.17
Ea.
:
11 11
23 Commercial Laundry and Dry Cleanins Equipment 23 23 - Commercial Ironing Equipment
11 23 23.13 Irons and Pressers 0010
Labor-
Output
Hours
Unit
lElec
.20
40
Ea.
L-6
1.75
6.857
1.75
6.857
3.50
3.429
.70
17.143
.70
17.143
1.50
8
2014 Bare Material
Labor
Total
Costs
Equipment
Total
O&P
IncI
IRONS AND PRESSERS
4500
honors, institutional, 110", single
4800
Pressers, low capacity air operated
roll
Hand operated
4820
240V
4840
honor 48",
6600
Hand operated presser
6620
Mushroom
11 23 11
Daily
Crew
115V
press
31,700
2,125
33,825
38,100
9,525
385
9,910
11,100
8,800
385
9,185
10,300
113,500
193
113,693
125,500
6,100
965
7,065
8,175
7,600
965
8,565
9,825
5,875
450
6,325
7,125
26 - Commercial Washers and Extractors
23 26.13 Washers and Extractors
0010 6000
WASHERS AND EXTRACTORS,
not including rough-in
Combination washer/extractor, 20
lb.
capacity
L-6
Ea.
6100
30
lb.
capacity
.80
15
9,150
840
9,990
11,400
6200
50
lb.
capacity
.68
17.647
10,700
990
11,690
13,300
6300
75
lb.
capacity
.30
40
20,200
2,250
22,450
25,600
6350
125
.16
75
27,300
4,200
31,500
36,500
6380
Washer extractor/dryer,
1
12
8,775
675
9,450
10,700
6400
Washer
1
12
25,600
675
26,275
29,100
1
12
69,000
675
69,675
77,000
1
12
71,000
675
71,675
79,000
1
12
74,500
675
75,175
83,000
1.75
6.857
7,275
385
7,660
8,575
3
2.667
3,250
153
3,403
3,800
2
4
7,200
230
7,430
8,275
1.75
6.857
28,500
385
28,885
31,900
3
2.667
Ea.
1,250
153
1,403
1,600
Total
extractor,
6450 6500
lb.,
240V
240V
lb.,
200
lb.
washer extractor
Pass through
low capacity
Extractor,
23 33.13 Coin Operated Washers and Dryers
0010
COIN OPERATED WASHERS AND DRYERS
0990
Dryer, gas fired
1000
Commercial, 30
4860 5290 5300
11
lb.
capacity, coin operated, single
1
Plum
Ea.
"
1100
Double stacked
20
Coin dry cleaner
L-6
lb.
Clothes washer
Commercial, coin operated, average
1
Plum
24 Maintenance Equipment 24 19 - Vacuum Cleaning Systems
11 11
10
23 33 - Coin-Operated Laundry Equipment
11 11
135
1
Pass through
6550 6600
capacity
lb.
24 19.10 Vacuum Cleaning
0010 0020
VACUUM CLEANING Central,
0200
3
inlet, residential
1
Skwk
Commercial
.90
8.889
1,050
420
1,470
1,825
.70
11.429
1,225
540
1,765
2,150
16
1,475
755
2,230
2,800
0400
5
inlet
system, residential
.50
0600
7
inlet
system, commercial
.40
20
1,675
945
2,620
3,325
0800
9
inlet
system, residential
.30
26.667
3,700
1,250
4,950
6,025
1,425
1,575
4010 4020
Rule of thumb: First
1
200
7
S.F., installed
For each additional S.F., add
r
S
F.
.26
399
.
f
S
11 26 Unit Kitchens 26 13 - Metal Unit Kitchens
11 11
26 13.10 Commercial Unit Kitchens
0010 1500
|
, '
Maximum
6700 6750
Energy star qualified, front loading,
6760
m m
minimum
6764
minimum
Top loading,
[H
Maximum
6766
8
2.667
1,500
460
1,960
2,350
645
153
798
940
'
[G]
Maximum
1
3
'
1
8
1,575
460
2,035
2,425
3
2.667
445
153
598
720
3
2.667
1,225
153
1,378 :
1575
i
11 31 23.23 Dryers 0010
DRYERS
0500
Gas
6770
Electric, front loading,
fired residential,
1
6
lb.
capacity, average
energy-star qualified,
1
minimum
m
Plum
3
2.667
L-2
3
5.333
2
8
10
.800
Ea.
665
153
818
965
380
215
595
750
1,900
320
2,220
2,575
j tf
Maximum
6780
1
7450
Vent
kits for
dryers
1
Carp
38.50
36.50
75
98.50
i a
11 31 33 - Miscellaneous Residential Appliances
Sump Pumps
11 31 33.13 0010 6400
SUMP PUMPS Cellar drainer, pedestal,
/3
H.P.,
molded PVC base
Plum
1
2.667
Ea.
135
153
288
380
2
4
"
289
230
519
670
Ea.
430
177
607
735
595
296
891
1,100
3
n
6450 6460
1
Solid brass
Sump pump,
see also Section 22 14 29.16
11 31 33.23 Water Heaters 0010 6900
WATER HEATERS Electric, glass lined,
7100
80
minimum
L-1
minimum
gallon,
Maximum
7150
Gas, glass lined,
30
gallon,
minimum
2 Plum
Maximum
7220 7260
50
minimum
gallon,
Maximum
7300 7310
gallon,
Maximum
6950
7180
30
5
3.200
3
5.333
2
8
1,225
445
1,670
2,025
1
16
1,700
885
2,585
3,175
5
3.200
805
184
989
1,175
3
5.333
1,125
305
1,430
1,700
2.50
6.400
845
370
1,215
1,475
1.50
10.667
1,175
615
1,790
2,200
4
2
150
107
257
325
207
228
Water heater, see also Section 22 33 30.13
11 31 33.43 Air Quality 0010
2450 2550 3550
AIR QUALITY Dehumidifier, portable, automatic,
40
Wall type,
1
3950
5000
402
1
250
watt, ceiling type,
minimum
Maximum
3750
500 watt
wall type, with blower
3000 watt Humidifier, portable, 8 gallons per day 1
1
Elec
pint
Maximum
3700
4850
5 pint
Ea.
207
Heater, electric, built-in,
3600
3900
1
5 gallons per day
minimum
1
Elec
2
106
107
213
276
3
2.667
172
142
314
405
4
2
170
107
277
345
325
415
4
3
2.667
183
142
4
2
170
107
277
345
142
492
600
3
2.667
350 131
208
131
144
208
229
11 33 Retractable Stairs 11
33 10 - Disappearing
Stairs
11 3:1 10.10 Disappearing Stairway 0010
DISAPPEARING STAIRWAY
0100
Custom grade, pine, 8 '-6"
0150
Average
0200
Maximum Heavy
0500 0600 0800
1
Economy
duty, pivoted,
No
Crew
ceiling,
minimum
from I'-l"
8 '-6"
to
1
2'-l
1
0"
Carp
floor to floor
ceiling
9 '-6" ceiling
0900
Labor-
Hours
Unit
Ea.
2014 Bore Moteriol
Labor
Total
Costs
Equipment
Total
O&P
Ind
trim included
6 '-0" ceiling
folding, pine,
Daily
Output
aluminum, floor to floor height, 8' to 9'
175
4
2
266.50
335
3.50
2.286
250
105
355
435
3
2.667
320
122
442
545
3
2.667
735
122
857
995
2
4
1,500
183
1,683
1,925
4
2
174
91.50
265.50
335
4
2
194
91.50
285.50
355
91.50
1
16
8,425
735
9,160
10,400
1400
irtol2'
.90
17.778
8,975
815
9,790
11,100
1700
15'
.70
22.857
9,675
1,050
10,725
12,200
1100
Automatic
electric,
14'
to
11 41 Foodservice Storage 11 41 13.10 Refrigerated
0030
0100 0200 0300 0400 0500 0600
Delicatessen case, service deli, Multi-deck,
1
8
12' long, single deck
78
Glass door, upright,
30
C.F.
C.F.
Frozen food, chest type, 12' long Glass door, reach-in, 5 door Island case,
12' long, single deck
Multi-deck
Meat
case,
12' long, single deck Multi-deck
Produce, 12' long, single deck Multi-deck
5.333
Fa.
11,200
281
11,481
12,700
1,800
1,975
3.90
4.103
7,650
216
7,866
8,750
3
5.333
7,075
281
7,356
8,200
3.90
4.103
8,425
216
8,641
9,600
3.30
4.848
10,100
255
10,355
11,500
3.30
4.848
8,125
255
8,380
9,300
3
5.333
13,900
281
14,181
15,700
3.30
4.848
7,200
255
7,455
8,300
3
5.333
8,400
281
8,681
9,675
3.30
4.848
7,200
255
7,455
8,300
3.10
5.161
10,300
272
10,572
11,700
3.30
4.848
6,775
255
7,030
7,825
3.10
5.161
8,625
272
8,897
9,875
6
2.667
3,550
138
3,688
4,100
4
4
4,350
207
4,557
5,125
3
5.333
4,775
276
5,051
5,675
Food Storage Equipment
REFRIGERATED FOOD STORAGE EQUIPMENT
2350
Cooler, reach-in, beverage, 6' long
4300
Freezers, reach-in,
4600
Q-5
S.F. shelf display
11 41 13.20 Refrigerated
4500
3
1,800
Freezer, self-contained, chest-type,
1200
0010
Q-5
For rear sliding doors, add
1050 1100
12' long
Dairy, multi-deck,
0900 1000
Food Cases
REFRIGERATED FOOD CASES
0700
0800
Equipment
~ Refrigerated Food Storage Cases
11 41 13
0010
2 Carp
68
44
Q-l
C.F.
C.F.
Freezer, pre-fab, 8' x 8' w/refrigeration
Fa.
.45
35.556
10,900
1,625
12,525
14,500
4620
8'xl2'
.35
45.714
11,000
2,100
13,100
15,300
4640
8'xl6'
.25
64
14,900
2,925
17,825
20,900
4660
8'x20'
.17
94.118
19,200
4,325
23,525
27,800
Q-l
4
4
2,475
207
2,682
3,050
R-18
7.80
3.333
2,550
140
2,690
3,025
Q-l
3
5.333
4,050
276
4,326
4,900
R-18
6.20
4.194
3,075
176
3,251
3,650
Q-l
3
5.333
5,225
276
5,501
6,175
R-18
5.60
4.643
3,850
194
4,044
4,525
7.80
3.333
2,400
140
2,540
2,850
7.80
3.333
2,550
140
2,690
3,025
6.20
4.194
3,750
176
3,926
4,400
6.20
4.194
3,075
176
3,251
3,650
5.60
4.643
4,700
194
4,894
5,475
5.60
4.643
3,850
194
4,044
4,525
4680 4685 4700 4705
4710 4715
Reach-in,
1
7
compartment
Energy star rated 2 compartment
Energy star rated
Energy star rated Refrigerator, reach-in,
8325
Energy
8330
2 compartment
8340 8345
m m
3 compartment
8320
8335
2 Carp
1
compartment
star rated
m m
Energy star rated
3 compartment Energy star rated
m
403
Foodsemce Storage Equipment
11 41
11 41 13 “ Refrigerated
Food Storage Cases
Food Storage Equipment
11 41 13.20 Refrigerated
Pre-fob, with refrigeration, 8' x 8'
8350
Doily
Labor-
Crew
Output
Hours
Unit
2 Carp
.45
35.556
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Ind
Total
O&P
6,975
1,625
8,600
10,200
8360
8'xi2'
.35
45.714
7,900
2,100
10,000
11,900
8370
8'xl6'
.25
64
12,200
2,925
15,125
17,900
8380
8'x20'
.17
94.118
15,500
4,325
19,825
23,700
7.80
3.333
4,450
140
4,590
5,125
8390
r
Poss-thru/roll-in,
compartment
1
8
R-
8400
2 compartment
6.24
4.167
6,250
175
6,425
7,150
8410
3 compartment
1r
5.60
4.643
8,525
194
8,719
9,675
2 Corp
10,400
8420
Wolk-in, alum, door
&
no
6' x 6' x 7 '-6"
1.40
11.429
8,675
525
9,200
8430
10'x6'x7'-6"
.55
29.091
12,500
1,325
13,825
15,900
8440
12'xl4'x7'-6"
.25
64
17,300
2,925
20,225
23,500
8450
12'x20'x7'-6"
.17
94.118
19,100
4,325
23,425
27,700
3,875
4,275
floor only,
8460
Refrigeroted cabinets, mobile
8470
Refrigerator/freezer, reoch-in,
8480
r
3,875 1
compartment
R-18
2 compartment
11 41 13.30 0010
refrig,
Wine
WINE CELLAR,
0200
80"
0250
80"
0300
80"
0600
refrigerated.
Redwood
interior,
194
5,919
6,600
5.417
7,475
227
7,702
8,575
1.50
10.667
4,250
490
4,740
5,425
1.33
12.030
1.17
13.675
1
16
r
carpeted, walk-in type
WX
48" D
for
900
2 Carp
bottles
72" D
Portable cabinets, red oak, reach-in
r
temp.S humidity
26-5/8"Wx26-l/2"Dx68"H
for
235
bottles
0660
32"W
X 21
X 73-1
/2"H
for
144
bottles
0670
32"W
X 29-1 /2"D X 73-1
/2"H
for
288
bottles
0680
39-1
0690
52-l/2"W
0700
52-1
/2"W
/2"W
-1/2"D
X
x 86-1
/2"H
for
440
bottles
x 73-1
/2"H
for
468
bottles
/2"D
x 86-1
/2"H
for
572
bottles
0730
Portable, red oak, con be built-in with gloss door
0750
23-7/8"Wx24"Dx34-l/2"Hfor50
11 41
5,725
6,550
625
6,900
7,875
r
7,375
735
8,110
9,225
Eo.
3,525
3,525
3,875
2,875
2,875
3,150
3,825
3,825
4,225
4,050
4,050
4,450
4,325
4,325
4,775
4,425
4,425
4,875
Eo.
930
930
1,025
Eo.
1,400
49
1,449
1,600
1,574
1,750
2,224
2,475
'
41 33.20 Metal Food Storage Shelving METAL FOOD STORAGE SHELVING 20"
.
\r
bottles
33 - Foodsemce Shelving
Stainless steel shelving, louvered 4-tier,
550
1
1
/2"D
X 29-1
5,175
6,275
'
controlled
29-l/2"D
X 29-1
Eo.
-i
1
0650
8600
5,725
4.80
Cellar
Wx for 1300 bottles W X 94" D for 900 bottles 80" Wx 124" 0 for 2500 bottles
0400
0010
4.643
6 '-8" high, including racks
0020
1 1
5.60
x
3'
— IClob
6
1.333
8605
20"
X 4'
6
1.333:
1,525
49
8610
20"
X 6'
6
1.333
2,175
49
8615
24"
X 3'
6
1.333
1,950
49
1,999
2,225
8620
24"
X 4'
6
1.333
2,325
49
2,374
2,650
8625
24"
X
6'
6
1.333
3,250
49
3,299
3,625
6
1.333
1,150
49
1,199
1,325
8635
20" X 4'
6
1.333
1,400
49
1,449
1,600
8640
20"
X 5'
6
1.333
1,600
49
1,649
1,850
8645
24"
X
3'
6
1.333
1,250
49
1,299
1,450
8650
24"
X 4'
6
1.333
2,200
49
2,249
2,475
8655
24"
X
6
1.333
2,650
49
2,699
2,975
6
1.333
750
49
799
900
6
1.333
850
49
899
1,000
995
49
1,044
1,175
8630
8700
Flat 4-tier,
20"
X 3'
6'
Galvanized shelving, louvered
4-tier,
20"
x 3'
4'
8705
20"
X
8710
20"
X 6'
6
1.333
8715
24"
X 3'
6
1.333
700
49
749
845
8720
24"
X 4'
6
1.333
985
49
1,034
1,150
8725
24" X 6'
6
1.333
1,300
49
1,349
1,525
695
49
744
840
8730
Plot 4-tier,
20"
x 3'
6 1r
404
1.333
11 41 Foodservice Storage Equipment 11 41
Food Storage Shelving
11 41 33.20 Metal
Crew
4'
Daily
Labor-
Output
Hours
Unit Ea.
20"
X
6
1.333
8740
20"
X 6'
6
8745
24"
X 3'
8750
24"
X
8755
24"
X 6'
8735
8760
Stainless steel
8765
24"
8770 8775
11
Klab
rack,
24"
Labor
Totol
Costs
Equipment
Total
IncI
O&P
685
49
734
830
1.333
895
49
944
1,050
6
1.333
660
49
709
805
6
1.333
745
49
794
895
6
1.333
940
49
989
1,100
8
1
325
36.50
361.50
415
8
1
420
36.50
456.50
515
8
1
166
36.50
202.50
240
8
1
187
36.50
223.50
263
7
3.714
2,125
156
2,281
2,575
5
5.200
2,175
218
2,393
2,725
%.
4
6.500
3,500
272
3,772
4,275
Plum
3
2.667
1,300
153
1,453
1,675
2
4
2,375
230
2,605
2,975
4'
dunnage
2014 Bare Material
x 3'
4' X
Galvanized dunnage rack, 24" x 3'
24" X 4'
42 Food Preparation Equipment 42 10 - Commercial Food Preparation Equipment
11 11
|
33 - Foodservice Shelving
42 10.10 Choppers, Mixers and Misc. Equipment
0010
CHOPPERS, MIXERS AND MISC EQUIPMENT
1700
Choppers, 5 pounds
1720
16 pounds
1740
35
to
R-18
40 pounds
1840
Coffee brewer, 5 burners
1850
Coffee urn, twin 6 gallon urns
1860
3000
3100 3800
1
Single, 3 gallon
r
Fast food equipment, total package,
6S cwk
minimum
Maximum
'
Food mixers, bench type, 20 quarts
L-7
:
Ea.
3
2.667
1,800
153
1,953
2,200
.08
600
201,000
28,400
229,400
265,500
.07
685
274,000
32,400
306,400
351,500
7
4
2,925
177
3,102
3,500
6,650
230
6,880
7,675
11,200
248
11,448
12,700
12,500
320
12,820
14,300
1
3850
40
quarts
5.40
5.185
3900
60
quarts
5
5.600
4040
80
quarts
3.90
7.179
15
1.867
3,200
82.50
3,282.50
3,625
14
2
9,825
88.50
9,913.50
10,900
12
2.333
15,200
103
15,303
17,000
8.60
3.256
25,300
144
25,444
28,000
8
3.250
1,875
136
2,011
2,250
4100
Floor type,
20
4120
60
quarts
4140
80
quarts
4160
1
6700
40
quarts
quarts
i
r
18
Peelers, small
1
;
6720
f
Pulper/extractor, close coupled, 5
8580
Slicer with table
Ml
HP
1650
181
4,956
5,525
3,475
242
3,717
4,200
R-18
9
2.889
4,625
121
4,746
5,250
r
:
ir
43 13 - Food Delivery Carts and Trays
MOBILE CARTS, RACKS AND TRAYS Cabinet, heated,
1655
1660
4,775
4.211
43 Food Delivery Carts and Conveyors
11 43 13.10 Mobile Carts, Racks 0010
4.333
1.90
Large
6800
11
6
JPIum
'
1
compartment, reach-in
Pass-thru
R-18
roll-in
2 compartment, reach-in
1670
Mobile
6850
Mobile rack
9180
Tray and silver dispenser, mobile
5.60
4.643
3,250
194
3,444
3,875
5.60
4.643
3,775
194
3,969
4,450
4.80
5.417
8,925
227
9,152
10,200
3,500
3,825
1,375
1,500
Ea.
3,500
w/pon
1,375
slide
1
Clab
16
.500
r
905
18.35
923.35
1,025
405
11
44 13 - Commercial Ranges
11 11
44 Food Cooking Equipment
44 13.10 Cooking Equipment
0010 0020
Boke oven,
one section
gas,
Two
0600
Electric
Infrared Fryer, with twin baskets,
5000
Floor model, on
5100
6"
modular model
2.286
6
2.667
Materiol
Labor
Total
Costs
Equipment
Total
85
5300
24"
Griddle, SS,
^Ea.
'
Iced tea brewer
6350
Kettle,
lb.
[§
capacity
w/4"
plate,
208
legs, elec,
Convection
7200
stondard,
1
V,
7500
12,538
13,800
6,150
310
6,460
7,225
3,500
104
3,604
4,000
L-7
4
7
7,325
310
7,635
8,550
Q-1
7
2.286
1,250
118
1,368
1,550
5
3.200*
2,400
166
2,566
2,900
20
gallons
Plum L-7
1
Q-1
convection oven
1
top
Convection oven Griddle top
7750
Convection oven
7760
Induction cooker, electric electric
10
27
KW
98.50
108
4
6.500
4,575
272
4,847
5,475
4
6.500
8,425
272
8,697
9,700
7
2.286
1,375
118
1,493
1,700
2,650
100,000 BTU
Toaster, conveyor type,
9160
Pop-up, 2 slot
6-22
1
slices per
6
2.667
2,225
138
2,363
3.44
2.326
745
134
879
1,025
7
4
8,125
177
8,302
9,225
6
4.667
10,800
207
11,007
12,200
7
2.286
2,575
118
2,693
3,000
7
2.286
4,400
118
4,518
5,025
6
2.667
4,500
138
4,638
5,175
6
2.667
9,350
138
9,488
10,500
5
3.200
4,750
166
4,916
5,475
5
3.200
5,375
166
5,541
6,175
6
2.667
2,825
138
2,963
3,300
m
6
2.667
7,700
138
7,838
8,650
L-7
7
4
1,825
177
2,002
2,300
7
4
10,600
177
10,777
12,000
7
5
5.600
6,250
248
KW or gas
9150
minute
1
9200
For deluxe models of above equipment, add
9400
Rule of thumb: Equipment cost based
9410
138
2
Q-1
standard oven, 36" wide
34" standard oven, open
duty, single
Electric,
12,400
8
2 standard ovens, 24" griddle, 60" wide
Steamer,
10,100
Q -1
R-18
3 phase, 3' long
jacket, tilting, w/positive lock, SS,
6950
7700
9,093
7
gallons
Heavy
118
4
capacity
Range, restaurant type, 6 burners and
7450
6,250
8,975
r
lb.
6900
7150
5,654
98.50
1
w/steam
60
104
t
6200
6600
5,550
r
4' long
5550
r
6,498
7,250
1,075
1,075
1,175
610
610
670
16.10
105.60
123
21.50
172.50
199
75%
on kitchen work area Office buildings,
9450
minimum
Maximum
L-7 -•
Public eating facilities,
minimum
t
Maximum
9600
Hospitals,
9800
minimum
!
Maximum
r
j
77
.364
58
.483
89.50
S.F.
151
.
77
.364
117
16.10
133.10
154
46
.609
191
27
218
252
58
.483
121
21.50
142.50
166
39
.718
222
32
254
293
1 r
I
“
1
1
16
Food Dispensing Equipment
46 16 - Service Line Equipment
11 11
O&P
IncI
L-7
legs
Energy star rated, 50
5175
9750
2
7
2014 Bare Unit
Extra single basket, large
5170
9550
8
w
4750
9420
Q-1
1
convection, single deck
without oven, standard
Broiler,
1550
9100
Hours
sections
Three sections
0900
8850
Labor-
Output
COOKING EQUIPMENT
0300
1300
Daily
Crew
46 16.10 Commercial Food Dispensing Equipment
0010
t
COMMERCIAL FOOD DISPENSING EQUIPMENT
!
i
\
1050
Butter pat dispenser
1100
Bread dispenser, counter top
1900
Cup and glass dispenser, drop
1920
Disposoble cup, drop
2650 2660
3300
1
in
in
Clab
13
.615
13
.615
4
2
16
.500
2" Dish dispenser, drop
in,
1
Mobile
Food warmer, counter,
1
.2
Eo.'
22.50
1,017.50
1,125
22.50
902.50
1,000
1,075
73.50
1,148.50
1,300
490
18.35
508.35
570
11
ni
2,225
26.50
2,251.50
2,500
10
.800
2,600
29.50
2,629.50
2,900
KW
660 i
406
995
880
660
725
11 11
46 Food Dispensing Equipment 46 16 - Service Line Equipment
3550 3600
1.6
Labor-
Crew
Output
Hours
2,100
2,325
R-30
10
2.600
805
112
917
1,050
qt.
10
2.600
415
112
527
625
compartments
10
2.600
3,025
112
3,137
3,500
9
2.889
3,650
125
3,775
4,225
8
3.250
4,300
141
4,441
4,950
9
2.889
18,200
125
18,325
20,200
KW
Circular,
3620
7
Refrigerated, 2
1
2" x 20"
3 compartments
3630
4 compartments
3640
2014 Bare Unit Fa.
Well, hot food, built-in, rectangular,
3610
Totol
Daily
11 46 16.10 Commercial Food Dispensing Equipment
Material
Costs
Equipment
Labor
2,100
Ind
Total
O&P
1
4720
Frost cold plate
5700
Hot chocolate dispenser
5750
Ice dispenser
6250
Jet spray dispenser
6300
Juice dispenser, concentrate
6690
Milk dispenser, bulk, 2 flavor
1
567 pound
Plum
4
2
1,150
115
1,265
1,450
Q-1
6
2.667
5,150
138
5,288
5,875
R-18
4.50
5.778
3,125
242
3,367
3,825
4.50
5.778
1,875
242
2,117
2,425
8
3.250
1,825
141
1,966
2,250
8
3.250
2,450
141
2,591
2,925
40
.200
f
R-30 ff
6695
8800
3 flavor Serving counter, stroight
1
Carp
L.F.
/f
Curved section
8825
Solid surface, see Section
1
8860
Sneeze guard with
60"
9100
lights,
2 36 61
924.15
1,025
.267
1,125
12.25
1,137.25
1,250
408.35
460
.1
L
1
cream machine, medium
Soft serve ice
9.15
f/
30
8820
915
Jab
R-18
16
.500
11
2.364
9
2.889
Eo.
390
18.35
11,900
99
11,999
13,300
21,500
121
21,621
23,900
ff
9110
1i
47 IceA^chines 47 10 - Commerciai
11 11
Large
Machines
47 10.10 Commercial Ice Equipment
0010 5800
COMMERCIAL Ice
EQUIPMENT
ICE
250 pounds per day
6050
500 pounds
6060
per day
With bin
6090
1
6100
Ice flakers,
000 pounds
per day, with bin
300 pounds
per day
6120
600 pounds
6130
1000 pounds
per day
2000 pounds
per day
6140 6160 6180
Q-1
cube maker, 50 pounds per day
5900
Ice
per day
500 pound
storage bin,
Q-5
capacity
6
2.667
1,600
138
1,738
1,950
1.20
13.333
2,650
690
3,340
3,975
4
4
2,750
207
2,957
3,350
1.20
13.333
3,350
690
4,040
4,750
1
16
4,875
830
5,705
6,625
1.60
10
2,750
520
3,270
3,800
.95
16.842
3,900
870
4,770
5,600
.75
21.333
4,700
1,100
5,800
6,850
.65
24.615
21,300
1,275
22,575
25,300
1
16
1,025
840
1,865
2,400
.56
28.571
2,500
1,500
4,000
5,025
3,475
259
3,734
4,225
Ea.
//
1000 pound
11 48 Cleaning 11 48 13 - Commercial 11
Ice
,
and Disposal Equipment
|
Dishwashers
48 13.10 Dishwashers
0010
2700 2720 2730
DISHWASHERS Dishwasher, commercial, rack type 1
0
to
1
Q-1
2 racks per hour
Energy star rated, 35 to 40 racks/hour
3.20
5
1.30
12.308
4,650
640
5,290
6,075
i
1.30
12.308
10,100
640
10,740
12,100
L-6
.35
34.286
13,800
1,925
15,725
18,000
.25
48
31,100
2,700
33,800
38,300
.10
120
54,500
6,750
61,250
70,000
[G]
Ea.
1
2740 2800
2820 2840 2950 2960
50 Automatic,
190
235 8,750
60 racks/hour
to
to
to
to
230
275
rocks per hour
[E
rocks per hour
12,500
dishes per hour
Oishwosher hood, canopy type
L-3A
1.200
L. F.
855
60
915
1,025
2.50
4.800
Ea.
8,600
241
8,841
9,850
" Pant leg type
r
10
407
1 1
48 13 - Commercial Dishwashers
11 11
48 Cleaning and Disposal Equipment
48 13.10 Dishwashers
5200
Garbage disposal
.5 HP,
1
1
00 GPH
Daily
Labor-
Crew
Output
Hours
Unit
L-1
4.80
3.333
Ea.
3.478
2014 Bore
5210
3 HP,
120 GPH
4.60
5220
5 HP,
250 GPH
4.50
3.556.
1
7.25
1.103
L.F.
6750
Pot sink, 3 compartment
6760
Pot washer, low
6770 91 70
9175
11
n
1.60
High pressure wash, high temperature rinse Trash compactor, small, up to Large, up to
1
1
25
lb.
compacted weight
Totol
Costs
Equipment
Total
IncI
O&P
2,150
185
2,335
2,650
2,600
193
2,793
3,150i
3,575
197
3,772
4,225^
1,033.50
1,175
1
970 -
63.50
4,000
288
4,288
4,825
36,500
385
36,885
40,700
6
23,900
258
24,158
26,700
3
8
29,200
345
29,545
32,600
500
.032
450
.036
^r
1.20
L-4
4
5
Ea.
6.667;
1
ff
75
lb.
compacted weight
j
52 Audio-Visual Equipment
52 13.10 Projection Screens, Wall or Ceiling Hung
001 0
0100
PROJECTION SCREENS, WALL OR CEILING HUNG,
Deluxe Electric
operated, matte white,
0700 50
S.F.,
1000
1600
S.F.,
economy
economy
Deluxe
Heavy
1300 1500
25
Deluxe
0900
1200
2 Carp
Intermediate
0400 0600
motte white
Manually operated, economy
0300
200
duty, electric operated,
400
.
Rigid acrylic in wall, for rear projection,
1/2"
S.F.
S.F.
thick
(maximum
size
1
/4"
thick
2 GIoz
400
.040
5
3.200
4
4
3
5.333
2
8
1.50 1
30
.533
25
.640
S
F.
1r Ea.
5.85
1.47
7.32
6.80
1.63
8.43
1.83
11.28
9.45
8.70
10 13.20
855
147
1,002
1,175
1,775
183
1,958
2,225
695
245
940
1,150
1,975
365
2,340
2,750
10.667
3,900
490
4,390
5,050
16
4,800
735
5,535
6,425
1 S.F.
47
23.50
83.50
28
70.50
87.50
r
10' x20')
111.50
135
465
465
510
905
905
995
52 16 - Projectors
11 11
Plu
Labor
52 13 - Projection Screens
11 11
1
temp wosh/rinse
,
Materiol
52 16.10 Movie Equipment
0010 0020
MOVIE EQUIPMENT Changeover, minimum
Maximum
0100 0400
Ea.
Film transport, inch platters and autowind,
minimum
Maximum
0500
5,025
5,025
5,525
14,300
14,300
15,700
2
4
6,650
213
6,863
7,625
0900
1,600 watt
2
4
7,100
213
7,313
8,125
1000
2,000 watt
1.50
5.333
7,625
285
7,910
8,800
1100
4,000 watt
1.50
5.333
9,425
285
9,710
10,800
0800
1400
Lamphouses, inch
Flat
2700 3000
3100 3300
,000 watt
1
Elec
1,275
1,275
1,400
Maximum
2,875
3,150
35 mm, minimum
1,100
1,100
1,225
1,725
1,725
1,900
minimum
Pedestals, for projectors
2300 2600
1
Maximum
1900
2200
xenon,
2,875
Lenses, anamorphic,
1500 1800
rectifiers,
Console type Projector
mechanisms, inch soundhead, 35
mm, minimum
Maximum Projection screens, rigid,
1/2" Electric
in
1/4"
wall, acrylic,
thick
2 GIaz u
thick
operated, heavy duty,
400
S.F.
2 Carp ft
3320 3400 3700 3800
408
Theater projection screens, matte white, including frames Also see Section
Sound systems,
1 1
195
.082
S. F. •/ f
130
.123
1
16
Ea.
200
.080
S.F.
.90
8.889
Ea.
.40
20
1,475
1,475
1,625
10,700
10,700
11,800
11,100
11,100
12,200
15,200
15,200
16,700
42 48.50 2,950 6.65
3.61
45.61
51.50
5.40
53.90
62
735 3.67
3,685 10.32
4,375 12.95
52 13.10
inch amplifier,
Dolby/Super Sound,
mono, minimum
maximum
1
Elec
3,300
475
3,775
4,325
18,100
1,075
19,175
21,500
11
52 16 - Projectors
11 11
52 Audio-Visual Equipment
52 16.10 Movie Equipment
4100
Dual system, 2 channel, front surround,
4200
Dolby/Super Sound, 4 channel,
4500
Sound heads,
4900
Splicer,
Tape type,
1000 1100
20
2
Elec
2 Carp "
minimum
1
Elec
Digital
2K
OEM
2 Elec
O&P
4,625
610
5,235
6,025
16,500
1,075
17,575
19,800
5,300
5,300
5,825
740
740
815
1,325
1,450
4
1,050
213
1,263
1,500
1
8
3,100
425
3,525
4,050
35
.457
132
21
153
178
28
.571
420
26
446
505
2,650
2,650
2,900
4,725
4,725
5,175
1
8
.30
53.333
System
2,375
425
2,800
3,275
5,575
2,850
8,425
10,400
44,000
213
44,213
48,700
5,375
213
5,588
6,225
2,050
213
2,263
2,575
1,725
213
1,938
2,225
490
490
540
5,500
5,500
6,050
Digital
98" DMD
projection system,
1
Elec
lens
Software
power
distribution
1
i
2
4
2
4
2
4
Ea.
:
2 :
53 Laboratory Equipment 53 03 - Laboratory Test Equipment
11
53 03.13 Test Equipment 1
i
0010
TEST EQUIPMENT
1700
Thermometer,
1800
1
1
electric,
Titration unit, four
portable
2000
Ea.
»
'
ml reservoirs
53 13 - Laboratory Fume Hoods
11
53 13.13 Recirculating Laboratory Fume Hoods
0010 0600
RECIRCULATING LABORATORY FUME HOODS Fume hood,
&
with countertop
0610
Simple,
0620
Complex, including
0630
Special,
base, not including
HVAC
minimum
2 Carp fixtures
maximum
0670
Service fixtures, average
0680
For sink assembly with hot and cold water, add
0750
1
Plum
5.40
2.963
2.40
6.667
1.70
9.412
1.40
5.714
495
136
631
750
795
305
1,100
1,350
4
830
430
1,260
1,575
Ea.
237
237
261
330
1,055
1,300
L.F.
1
725
Glove box, fiberglass, bacteriological
16,900
16,900
18,600
Controlled atmosphere
19,400
19,400
21,300
0770
Rodioisotope
16,900
16,900
18,600
0780
Carcinogenic
16,900
16,900
18,600
0760
11
53 13.23 Exhaust Hoods
0010 0650 0660
EXHAUST HOODS Ductwork,
minimum
Maximum
2 Shoe
1
16
"
-50
32
i
!
Ind
Total
MOVIE EQUIPMENT- DIGITAL
3000
11
Total
Costs
Equipment
Lobor
ft
Maximum
Pedestal with
i1
.40
minimum
2000
11
minimum
52 16.20 Movie Equipment-
0010
Ea.
"
For automation, varying sophistication,
7100
11
.70
11.429
2014 Bare Materiel
Maximum
6200 7000
1
Maximum tables,
Unit
1,325
minimum
Maximum
Rewind
Elec
Hours
maximum
Seating, painted steel, upholstered,
5800 6100
1
maximum
Labor-
minimum
Speakers, recessed behind screen,
5400 5700
minimum
Daily
Output
mm
35
tape system,
5000
5300
Crew
11
53 16 > Laboratory Incubators
:
Hood :
"
4,025
875
4,900
5,750
6,200
1,750
7,950
9,500
3,000
3,000
3,300
11,700
11,700
12,800
j
:
••
11 53 16.13 Incubators 1
0010 1000 1010
INCUBATORS Incubators,
minimum
'
Ea.
Maximum
i
"
:
i
t ^
t_
409
,'1
j.-.-
53 Laboratory Equipment
11
53 19 - Laboratory
11
.
Sterilizers
11 53 19.13 Sterilizers
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Moterial
.
Costs
Equipment
Labor
Total
i
Total
IncI 1
O&P
STERILIZERS
0010 0700
Glassware washer, undercaunter, minimum
0710
[-1
"
Maximum
1850
Utensil washer-sanitizer
1
Plum
6,250
495
6,745
16
13,100
885
13,985
15,700
4
11,100
230
11,330
12,600
9,550
9,550
10,500
8,425
8,425
9,275
405
405
445
760
760
840
1.80
8.889
1
2
'Ea.
7,625
;
11 53 23 - Laboratory Refrigerators 11 53 23.13 Refrigerators
REFRIGERATORS
0010 200
1
Blood bank, 28.6
C.F.
emergency
.
signal
Fa. ft
1210
53 33 - Emergency Safety Appliances
11 11
Reach-in, 16.9 C.F.
53 33.13 Emergency Equipment EMERGENCY EQUIPMENT
0010
^
1
400
Sofety equipment, eye wash, hand held
Fa. ft
1450
53 43 - Service
11 11
Deluge shower
53 43.13
0010 1600
Fittings
and Accessories
Fittings
FITTINGS Sink,
1610
one piece
Epoxy
wash, hose, free standing
plastic, flask
resin sink,
1950
Utility toble, acid resistont
8000
Alternate pricing method: as percent of lab furniture
8050
Installation, not inch
8100
Plumbing,
8110
1
top with drawers
plumbing
&
Plum
1.60
5
2
4
30
.533
Fa.
n
25" x 16"x 10"
2 Carp
tt
L. F.
%
duct work
1,925
288
2,213
2,550
218
230
448
590
186.50
216
162
24.50
22%
Furn.
10%
10%
connections, simple system
finol
22%
15%
Moderately complex system
:
15%
; '
8120
Complex system
8150
Electrical,
8160
Moderately complex system
8170
11
-
Complex system
20%
10%
10%
20%
20%
35%
35%
57 Vocational Shop Equipment
11 57 10 11
simple system
20%
Shop Equipment
57 10.10 Vocational School Shop Equipment
0010 0020
VOCATIONAL SCHOOL SHOP EQUIPMENT 2 Carp
Benches, wark, wood, overage
0100
Metal, average
5
3.200
5
3.200
Fa.
630
147
777
915
545
147
692
820
;
'
0400
Combination belt
&
disc sender,
6"
/2
0700
Drill
0800
Dust collector, not inch ductwork, 6" diameter
press, floor
mounted,
1
2",
1
H.P.
--
1
Shee
20" diameter
0810
Dust collector bag,
1000
Grinders, double wheel,
1
/2
H.P.
4
1,650
183
1,833
2,075
4
4
410
183
593
735
1.10
7.273
4,600
400
5,000
5,675
5
1.600
435
5
3.200
4
2 Carp
215
87.50
522.50
615
147
362
460 1,775
j
1300 1600
Jointer, 4",
3/4
Kilns,16C.F.,to
H.P.
4
4
1,350
183
1,533
2000°
4
4
1,450
183
1,633
1,875
540
183
723
880
woodworking, 10", 1/2
4
1900
Lathe,
2200
Planer,
3" x 6"
4
4
1,075
183
1,258
1,475
2500
Potter's wheel, motorized
4
4
1,125
183
1,308
1,500
2800
Saws, band, 14",
4
4
920
183
1,103
1,300
3100
1
H.P.
Metal cutting bond saw, Radial
3700
Scroll
arm saw, 10", 2
4 ,
4"
3400
410
3/4
H.P.
1
H.P.
saw, 24" 1r
4
4
2,500
183
2,683
3,025
4
4
1,350
183
1,533
1,775
4
4..
580
183
763
925
'
57 Vocational Shop Equipment
11
57 10 ~ Shop Equipment
11 11
Daily
Labor-
Crew
Output
Hours
Unit
2 Carp
4
4
Ea.
2,675
183
2,858
3,225
4
4
T
3,150
183
3,333
3,725
57 10.10 Vocational School Shop Equipment Table saw, 10", 3 H.P.
4000
Welder AC
4300
arc,
30 amp
capacity
2014 Bare Moterial
Labor
Total
Costs
Equipment
Total
Ind
O&P
61 Broadcast^ Theater^ and Stage Equipment
11 11 61
23 ~ Folding and Portable Stages
11 61 23.10 Portable Stages 0010
PORTABLE STAGES
1500
oak parquet, 3' x 3' sections
Flooring, portable
1600
Cart to carry
5000
225
Fa.
Stages, portable with steps, folding legs, stock,
5100
1
8"
SFStg.
high
6" high
5200
32"
high
5300
40"
high
6000
S. F.
S.F. of flooring
minimum
4 Carp
Maximum
6500
Pie-shaped,
minimum
Maximum
6600 6800
For
7000
Band
3/4" plywood
risers, steel
minimum
7500
Chairs far above, self-storing,
"
minimum
2 Carp u
Maximum
7600
11 61
32
32
35.50
49
49
54
53
53
58
59.50
65
.204
34
9.35
43.35
51.50
19.05
66.05
81.50
9.80
83.30
95.50
77
.416
47
150
.213
73.50
70
.457
82
275
.116
30.50
21
4.16 4 Carp
14.70
440
157
covered deck, deduct
frame, plywoad deck,
Maximum
7100
13.40
400
59.50
Telescoping platforms, extruded alum., straight,
6100
13.40
400
138
.232
43
.372
40
.400
1
8
Fa.
"
103 4.16
5.35
35.85
123 4.58
42
69
10.65
79.65
109
17.05
126.05
147
192
18.35
210.35
240
92.50
33 - Rigging Systems and Controls
11 61 33.10 Controls 0010
CONTROLS
0050
Control boards with
dimmers and breakers, minimum
1
Flee
0100
Average
.50
16
0150
Maximum
.20
40
100
.320
8000
Rule of thumb: total stage equipment,
minimum
11 61
SFStg. n
ft
Maximum
8100
4 Carp
Fa.
25
1.280
20
.800
12,500
425
12,925
14,300
39,200
855
40,055
44,400
127,500
2,125
129,625
143,500
97
14.65
111.65
130
545
58.50
603.50
690
43 - Stage Curtains
11 61 43.10 Curtains 0010 0500
CURTAINS 2 Carp
Curtain track, straight, light duty
0600
Heavy duty
18
.889
0700
Curved sections
12
1.333
1000 1150
Curtains, velour, Silica
medium weight
based yarn, inherently
fire
retardant
r
600
.027
50
.320
LF.
36.50
61.50
41
102.50
131
61
236
288
175 S.F.
64
27.50
7.90
1.22
9.12
15.20
14.65
29.85
"
86.50
10.60
39
41
1
11
62 Musical Equipment
11 62 16 - Carillons 11 62 16.10 Bell Tower Equipment 0010 BELL TOWER EQUIPMENT 0300
0360
Material
-
Labor
Total
Costs
Equipment
Total
IncI
O&P
463,000
463,000
minimum
116,000
116,000
127,500
694,500
694,500
764,000
104,000
104,000
114,500
17,400
17,400
19,100
87,000
87,000
95,500
480
480
530
Abdominal board, upholstered
655
655
720
minimum
480
480
525
4,300
4,300
4,725
249
249
274
lb.
460
460
505
lb.
700
700
770
3 to 4
bell peal,
'System
Maximum
Electronic, digital,
11
2014 Bare Unit
bells)
0400
averoge
bell,
Eo.
minimum
With keyboard,
maximum
7
509,500'
Exercise Equipment
66 13«10 Physical Training Equipment
0010 0020 0050
0200 0300 0400
PHYSICAL TRAINING EQUIPMENT Abdominal
Bicycle trainer,
0600
chrome plated
100
200
0450
0520
Weight
apparatus,
Moximum
0820
Dumbbell
0900
Squat racks
1200
Multi-station
1320
lb.
L
lb.
Storage rack, 10 station Circuit training
Average
1300
25
plates, cast iron, per
0800
1280
steel,
r
0700
1250
Ea.
Deluxe, electric Barbell set,
0420
0500
rack, 2 board capacity
1
2 machines
minimum
2Clab
r
set, cast iron, with rock
and 5
1.25
12.800
5.20
5.20
Ea.
900
Set
28,700
470
5.70
900
990
29,170
32,200
1
16
35,200
585
35,785
39,600
.75
21.333
41,700
780
42,480
47,100
620
680
5
3.200
117
1,007
1,150
pair
2 Club
1
1
620
Ea.
890 5,000
5,000
5,500
11,600
11,600
12,800
Rowing machine, hydraulic
1,750
1,750
1,925
manual
1,100
1,100
1,200
3,500
3,500
3,850 4,075
gym machine,
5 station
9 station
Treadmill,
Motorized
1340
Electronic
3,700
3,700
1360
Cardio-testing
4,525
4,525
5,000
590
590
645
720
720
790
750
750
825
283.50
345
1400
1420
4150
Treatment/massage
minimum
tables,
Deluxe, with accessories Exercise equipment, bicycle troiner
4180
Chinning bar, adjustable, wall
mounted
4200
Exercise ladder, 16' x
suspended
4210
High
4240
Parallel bars, adjustable
bar, floor plate
1
'-7",
attached
4270
Uneven
4280
Wall mounted, adjustable
1
parallel bars, adjustable
mounted, 18' long
4300
Rope,
4330
Side horse, vaulting
ceiling
1
4360
Treadmill, motorized, deluxe, training type
4390
Weight
lifting multi-station,
minimum
5
1.600
L-2
3
5.333
1,350
Carp
4
2
2,225
91.50
4
2
1,750
91.50
1,841.50
2,075
4
2
3,200
91.50
3,291.50
3,650
1.50
10.667
Set
855
430
1,285
1,600
3.66
2.186
Ea.
188
100
288
360
5
1.600
r
Carp
2Clab
5
1.600
1
16
/f
4450
412
Maximum
73.50
Carp
L-2
1
210
.50
32
r
215
‘
1,082,500
66 Athletic Equipment 6613 -
11
Hours
keyboard
bells), with
2 octave (24
Cast bronze
11
Output
984,000
4 octave (48
0380
0410
Labor-
984,000
Carillon,
0320 0340
Crew
Daily
1,565
1,800
2,316.50
2,575
1,350
73.50
1,423.50
1,600
3,800
73.50
3,873.50
4,300
330
585
915
1,275
14,700
1,175
15,875
18,000
1
•
1 1
IF-'"'
66 23 - Gymnasium Equipment
11 11
66 Athletic Equipment
66 23.13 Basketball Equipment
0010 1000
Daily
Labor-
Crew
Output
Hours
Unit
L-2
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
BASKETBALL EQUIPMENT Backstops, wall mtd., 6' extended, fixed,
minimum
1,375
645
2,020
2,500
16
1,875
645
2,520
3,075
16
1,425
645
2,070
2,575
1
16
1100
Maximum
1
1200
Swing up, minimum
1
Maximum
1250
Portable, manual,
1400
Ceiling
heavy duty, spring operated
suspended, stationary, minimum
Fold up, with accessories,
1450
maximum
1
For electrically operated, add
1600
16
1
1300
1.90
8.421
.78
20.513
.40
40
1
8
2 Carp
640
.025
S. F.
^
L-4
.10
240
Eo.
-10 i
1
.80 5
4.800
1
Elec
2,800
645
3,445
4,100
12,600
340
12,940
14,300
4,000
825
4,825
5,675
6,000
1,600
7,600
9,100
2,300
425
2,725
3,200
'
r I
5800
11
Wall pads, 1-1/2" thick, standord (not
rated)
'
BOXING RING
4100
Elevated,
1.15
7.35
8.55
;
22' x 22'
foam padding, add
4110
For cellular plastic
4120
Floor level, including posts
5500
only,
20' x 20'
T
!
naugahyde covered
thick,
5600
17,300
23,700
240
1,025
10,300
11,325
17,100
30
4,500
1,300
5,800
6,950
1,250
207
1,457
1,700
r
Wrestling mats, 1"
1
S.F.
thick,
,
heavy duty
t
i
66 43 -
11
10,300
1
Vinyl/nyion covered
6000
;
‘
GYM MATS 2"
^
7,000
Gym Mats
66 23.47
0010
and ropes
Canvas, 30' x 30'
4130
11
6.20
66 23.19 Boxing Ring
0010
1 1
fire
Interior
3.67
3.67
4.04
7.95
7.95
8.70
5.55
5.55
6.10
:
Scoreboards
66 43.10 Scoreboards
0010
SCOREBOARDS
7000
Baseball,
minimum
R-3
,
15.385
1.30
'
Ea.
4,075
815
108
4,998
5,825
17,900
21,200
2,800
41,900
54,500
5,275
1,225
163
6,663
7,825
15,700
5,300
700
21,700
26,000
1
Maximum
7200
'
.05
400
.86
23.256
:
7300
[
minimum
Eootball,
i
i
7400 7500
Maximum Basketball (one side),
7600 7700
Maximum Hockey-basketball (four sides),
7800
minimum
Maximum
[11 66 53 11
minimum
1
Gymnasium
;
.20
100
2.07
9.662
.30
66.667
.25
80
.15
133
500
.048
j
W
2,375
510
3,475
3,525
5,600 5,675
67.50
2,952.50
3,475
465
7,465
9,650
4,225
560
10,385
13,100
7,050
935
13,660
17,900
Dividers
66 53.10 Divider Curtains
0010 4500
DIVIDER CURTAINS Gym
divider curtain,
4700
11 11
j
mesh
Electric roll
top, vinyl bottom,
manual
up
L.
LiL
:
^
S.F.
8.90
2.07
10.97
13
11.90
3.10
15
17.85
41,700
7,325
49,025
57,000
;
400
:
.070
" :
j
67 Recreational Equipment 6713 - Bowling Alley Equipment
11 67 13.10 Bowling Alleys 0010 0020
BOWLING ALLEYS
Including alley, pinsetter, scorer,
minimum
.20
160
0150
Average
.19
168
45,900
7,725
53,625
62,500
0300
Maximum
.18
177
53,000
8,150
61,150
70,500
Counters and misc. supplies,
0400
Combo
0600
For automatic scorer, add,
0700
table ball rack,
4 Carp
Lane
add
minimum
Maximum 1
1,150
1,150
1,250
8,225
8,225
9,050
9,875
9,875
10,900
413
11
67 Recreational Equipment
11 67
23 - Shooting Range Equipment Daily
Labor-
Crew
Output
Hours
Unit
Material
L-9
.64
56.250
Point
28,000
2014 Bare
Total
Costs |
11
67 23.10 Shooting Range
0010 0100
SHOOTING RANGE
Incl. bullet traps,
Separators, ceiling system, etc. Not
.
Labor
Equipment
0300
Low enforcement
.28
128
0400
Notional Guard armories
.71
50.704
0500
Reserve training centers
.71
0600
Schools and colleges
.32
0700
Major academies
.19
2,350
43,375
50,500
22,625
26,000
50.704
15,800
2,125
17,925
20,700
112
35,000
4,700
39,700
46,000
189
52,000
7,925
59,925
69,500
10%
10%
For lighting, add
28%
25%
1000
For plumbing, add
1100
For ventilating system, add,
!
!
minimum
maximum
r
:
5%
5%
40%
40%
25%
25%
35%
35%
6813 - Playground Equipment
11
68 13.10 Free-Standing Playground Equipment
OOl 0
FREE-STANDING PLAYGROUND EQUIPMENT
0200
Bike rack,
10' long, permanent
0400
Horizontal
monkey
0590
Parallel bars,
0600
Posts, tether ball set,
0800
Poles, multiple purpose,
1000
1300 1400 1500
ladder,
3-1
/2"
See-saw, spring,
4
IS
for
movable
posts,
2-3/8" post
post steel,
2 units
units
6 units
1900
Slides, stainless steel bed,
12' long, 6' high
2500 2600 2800 2900
1
10'-6" long
3 person
2300
B
2-3/8" 0.0.
Shelter, fiberglass golf tee,
2200
also individual items
14' long, 6' high
1700
2000
See
10' long
Ground socket
1100
20'
long, 10' high
Swings, plain seats, 8' high, 4 seats 8 seats
12' high, 4 seats 8 seats Whirlers, 8' diameter
10' diameter
420
74.50
494.50
580
12
2
4
6
895
224
1,119
1,325
224
Ea.
4
6
315
539
695
12
2
450
74.50
524.50
610
12
2
176
74.50
250.50
310
10
2.400
101
89.50
190.50
249
10
2.400
165
89.50
254.50
320
6
4
4
6
Pr.
-
Ea.
735
149
884
1,025
1,275
224
1,499
1,750
3
8
1,650
299
1,949
2,275
4.60
5.217
4,300
195
4,495
5,050
3
8
3,275
299
3,574
4,075
2
12
3,650
450
4,100
4,700
2
12
1,150
450
1,600
1,950
1.30
18.462
2,150
690
2,840
3,425
2
12
2,125
450
2,575
3,025
4,165
4,900
1.30
18.462
3,475
690
3
8
2,725
299
3,024
3,450
6,200
299
6,499
7,275
515
895
1,410
1,950
3
8
1
24
68 13.20 Modular Playground
0010
0100 0110 0120 0130 0140
0150 0160
MODULAR PLAYGROUND Deck, square, steel,
48"
x
Basic
components
48"
B-1
Recycled polyurethane
48"
Triangular, steel,
Post, steel,
side
5" square
Aluminum, 2-3/8" square
5" squore Roof, square poly,
54"
side
Ea.
1
24
510
895
1,405
1,925
1
24'
670
895
1,565
2,125
40
50
90
121
39
45
84
112
1
18
1.333
20
1.200
18
1.333
r
40
50
90
121
18
1.333
Ea.
1,400
50
1,450
1,600
2,925
299
3,224
3,650
L
E.
/1
0170
Wheelchair transfer module,
36"
0180
Guardrail, pipe,
0190
Steps, deck-to-deck, 3
414
34,600
5,375
0900
11
30,350
2,125
'v
11
-
20,500
For acoustical treatment, add
Add,
-
38,000
.
0800
Add, average
O&P
torget provisions, controls.
Commercial
1300
Incl
incl. structural shell
0200
1200
Total
for
3' high deck
high
- 8"
steps
3
8
60
.400
8
3
E.
196
Ea.
1,100
L
14.95
112
210.95 1,212
239 1,400
f
Play Field Equipment and Structures 11 68 13 11
- Playground Equipment
68 13.20 Modular Playground
0200
Activity panel, crawl
through panel
Daily
Labor-
Crew
Output
Hours
Unit
B-1
Fa.
945
1,225
1,300
8
1,825
299
2,124
2,450
6
1,200
224
1,424
1,675
4
6
1,375
224
1,599
1,875
8
3
1,725
112
1,837
2,075
8
3
385
112
497
600
6
4
680
149
829
980
6
4
855
149
1,004
1,175
5
4.800
4,425
179
4,604
5,125
5
4.800
550
179
729
880
0360
3 4
56"
Slide, tunnel, for
1210
high deck
Straight, poly
1220
54"
Stainless steel,
1230
Curved, poly,
1240
Spiral slide,
1300
40"
high deck
56" -72" 24"
Ladder, vertical, for
high deck
high
72"
-
high deck
fforizontal, 8' long
1310
1320
Corkscrew climber, 6' high
1330
Fire pole for
1340
Bridge, ring climber, 8' long
1350
72"
high deck
Suspension
O&P
1,000
With guardrails
1200
IncI
450
12
0380
Total
450
2
90°, 4' long
Total
Costs
Equipment
550
12
Alphabet/spelling ponel
Crawl tunnel, straight, 56" long
Lobor
495
2
0210
0370
2014 Bare Moteriol
5
4.800
3
8
690
179
869
1,025
1,125
299
1,424
1,675
6
4
650
149
799
945
4
6
1,875
224
2,099
2,400
4
6
LF.
355
224
579
740
.50
32
Fa.
4,975
1,475
6,450
7,750
23,900
2,200
26,100
29,700
60,000
11,200
71,200
83,500
62,500
11,600
74,100
87,000
11 68 16 - Play Structures 11
68 16.10 Handball/Squash Court
0010
HANDBALL/SQUASH COURT,
0900 1000
11
outdoor
Handball or squash court, outdoor,
wood
2 Carp
Masonry handball/squash court
D-1
.30
53.333
"
68 16.30 Platform/Paddle Tennis Court
001 0
PLATFORM/PADDLE TENNIS COURT
Complete with
lighting, etc.
0100
Aluminum
slat
deck with aluminum frame
B-1
.08
300
0500
Aluminum
slat
deck with wood frame
C-1
.12
266
B-1
1.18
20.339
2,550
760
3,310
3,975
C-1
.12
266
59,000
11,600
70,600
82,500
.12
266
59,000
11,600
70,600
82,500
.12
266
38,900
11,600
50,500
60,500
1.50
16
3,750
595
4,345
5,050
1.50
16
2,600
595
3,195
3,775
1.50
16
2,800
595
3,395
4,000
2
12
1,400
450
1,850
2,250
1.40
5.714
19,000
330
0800
Aluminum deck
0900
Douglas
1000
Plywood deck with
1100
Steel slat deck with
11 68 11
fir
heater,
steel
add
wood frame 2"
planking with
x
6" x 30'
frame
wood frame
33 - Athletic
Field
Court
Equipment
68 33.13 Football Field Equipment
0010
FOOTBALL FIELD EQUIPMENT
0020
Goal posts, steel, football, double post
0100
Deluxe, single post
0300
Football, convertible to soccer
0500
Soccer, regulation
B-1
i
^
.
Pr.
:
^
1
11 71 10 - Medical Sterilizers 11 71 10.10 Sterilizers 0010
STERILIZERS
AND
and
Distiller,
5600
Sterilizers, floor loading,
Distillers
water, steam heated,
26"
50 x
gal. capacity
62"
1
Plum
x 42", single door, steom
Double door, steam
20"
20"
5800
General purpose,
6000
Portable, counter top, steam,
6020 6050
Distillers
DISTILLERS
0700
5650
&
x
x 38", single door
minimum
Maximum Portable, counter top, gas,
1
6150
Manual washer/sterilizer,
1
6" x
6200
Steam
1
0
generators, electric
7" x 1
kW
1
5"
x 32-1
/2"
6" x 26" to
1
80 kW,
1
Plum
2
4
Fa.
19,330
21,400
121,000
121,000
133,000
204,000
204,000
224,000
12,900
12,900
14,200
3,500
3,500
3,850
4,275
4,275
4,700
39,300
39,300
43,200
54,230
59,500
54,000
230
freestanding
415
:,
11
71 Medical Sterilizing Equipment
11 71 10 - Medical Sterilizers 11 71 10.10 Sterilizers 6250
Minimum
6300
Maximum
and
&
Distillers
Distillers
Crew 1
Doily
Labor-
Output
Hours
Unit Ea.
3
2.667
.70
11.429
2
4
Elec
2014 Bore Material
.
Labor
Costs
Equipment
—
Total
IndO&P
Total
8,675
142
8,817
9,775
28,800
610
29,410
32,600
7,425
230
7,655
8,500
//
.
1 1
8200
Bed pan washer-sanitizer
1
Plum
:
11
72 Examination and Treatment Equipment 7213 - Examination Equipment
11 11
1
:
7213.13 Examination Equipment
0010
EXAMINATION EQUIPMENT
0300
Blood pressure
0400
Diagnostic set, wall
4400
Scale, physician's, with height rod
unit, mercurial, wall
Ea.
T
150
150
165
770
770'
845
315
315
350
11 72 53 - Treatment Equipment 11
72 53.13 Medical Treatment Equipment
0010 6500
MEDICAL TREATMENT EQUIPMENT Surgery table, miner
minimum
Sswk
1
.70
11.429
.50
16
2
8
1
16
V
Maximum
6520
Ea.
i
1
12,000
585
12,585
14,200
20,000
820
20,820
23,500
2,325
425
2,750
4,525
855
1
6700
arm
Surgical lights, doctor's office, single
2 Elec
!
6750
11 11
3,200 '
ff
Dual arm
5,380
6,250
6,975
6,975
7,675
3,550
3,550
3,925
26,800
26,800
29,500
2,925
2,925
3,225
420
420
460
1,100
1,100
1,200
73 Patient Care Equipment 7310 “
Patient Treatment Equipment
11 73 10.10 Treatment Equipment 0010 0750
TREATMENT EQUIPMENT Exam room
furnishings, average per
26"
1800
Heat therapy
2100
Hubbard tank with accessories,
125GPM at45psi
2110 2150
unit, humidified,
K-Module
3600
Paraffin bath,
for
heat therapy, 1
3900
Parallel bars for
4600
Stotion, dietary,
4700
7150
x
78"
Ea.
x
tf
28"
stainless steel. Ea.
water pressure
For electric overhead hoist, add
2900
7000
room
20
oz. capocity,
75°F
to
1 1
0°F
26°F, auto controlled 2'-0"
walking training,
medium, with
1
ice
1,425
1,575
16,500
18,200
7,450
Medicine Tables, physical therapy,
walk
2 Carp
off, electric
Standard, vinyl top with base cabinets,
minimum
3
5.333
3
5.333
1,000
8
5,550
245
3,325
7,450
8,200
3,570
4,050
245
1,245
1,475
365
5,915
6,675
j
2
Maximum
7200
1,425
16,500
.
8400 8450
Whirlpool bath, mobile,
8"
1
24"
x
x
60"
4,850
5,325
9,805
10,900
1,975
1,975
2,175
3,000
3,000
3,300
3,150
3,150
3,475
4,850
Fixed, inch mixing valves
11 73 10.20 Bariatric 0010
sst,
1
Plum
4
2
9,575
\f
230
Equipment
BARIATRIC EQUIPMENT . |
5000
Patient
lift,
electric
operated,
arm
*
style ^
5110
400
lb.
capacity
5120
450
lb.
capacity
5130
600
lb.
capacity
5140
700
lb.
capacity
5150 5200 5300
416
1,000
lb.
Eo.
1
capacity
Overhead, 4-post, 1,000 Overhead, trock type,
lb.
450
capacity
lb.
capacity, not including track
yr
5,000
5,000
5,500
10,700
10,700
11,800
10,300
10,300
11,300
2,950
2,950
3,250
11
7310 -
11 11
73 Patient Care Equipment
73 10.20
Patient Treatment Equipment
Bariatric
Equipment
5500
For fabric sling, add
5550
For digital scale, add
11
Central suction system,
1100
2000 2100 2200
2210 2220 2230
minimum
Plum
1
Skwk
1
Maximum Chair, electric or hydraulic,
minimum
Maximum
\i
Doctor's/assistant's stool,
Labor
Total
Costs
Equipment
Total
O&P
IncI
310
310
340
770
770
845
385
1,935
4,400
510
4,910
5,625
3,000
475
3,475
4,025
16
8,850
755
9,605
10,900
16
2,225
755
2,980
3,625
32
7,725
1,525
1.20
6.667
.90
8.889
.80
10
.50 .50 .25
Ea.
minimum
Moximum
0850 1000
Material
and Treatment Equipment
minimum
compressor,
0700 0800
2014 Bare Unit
Equipment
Maximum Air
0400 0600
Hours
DIAGNOSTIC AND TREATMENT EQUIPMENT
0100 0300
Output
74 Dental Equipment
11 74 10.10 Diagnostic
0020
Labor-
Ea.
11 74 10 - Dental Office
0010
Crew
Daily
Drill
console with accessories,
minimum
Skwk
1
Maximum Light, ceiling
mounted, minimum
Maximum minimum
Unit light,
2
Skwk
Maximum Track light,
minimum JL
Maximum
1,550
2,275
9,250
10,900
251
251
276
705
705
775
1.60
5
2,075
237
2,312
2,650
1.60
5
4,850
237
5,087
5,700
8
1
1,150
47.50
1,197.50
1,350
8
1
2,000
47.50
2,047.50
2,275
5.33
3.002
730
142
872
1,025
5.33
3.002
1,550
142
1,692
1,950
3.20
5
1,550
237
1,787
2,100
3.20
5
2,625
237
2,862
3,275
1,300
1,300
1,425
10,400
10,400
11,400
3,250
3,250
3,550
1,225
1,225
1,325
I'
2300
2350
Sterilizers,
steam portable, minimum
Maximum
2600
Steam,
2650
Dry heat,
institutional
electric, portable,
2700
Ultra-sonic cleaner, portable,
2750
Maximum
3000
X-ray unit, wall,
Maximum
3100
Panoramic unit
3110 3500 3600
minimum
(institutional)
minimum
3010
3105
3 trays
Deluxe,
1f
minimum
2
Developers, X-ray, average
1
11 76 10.10 Surgical
5000 5100
6550 6570 6800 6850
485 1,450
2,419.50
2,700
2,325
2
4,000
Plum
94.50 94.50
4,094.50
4,550
4
2
.60
13.333
1.60 1.60
5.33
1.501
4,950
86.50
5,036.50
5,575
5.33
1.501
r
8,100
86.50
8,186.50
9,025
Ea.
4,250
153
4,403
4,900
15,500
630
10
16,500
475
16,975
18,800
10
40,500
475
40,975
45,200
16,130
18,100
!t
Maximum
11 76 10 - Operating
Skwk
4
440 1,325
tt
Maximum
11 76 Operating
0010
Skwk
1
440 1,325
Room Equipment
Room Equipment
Equipment
SURGICAL EQUIPMENT Scrub, surgical, stainless steel, single station,
minimum
1
Plum
3
2.667
6,900
7,600
1
Sswk
.50
16
26,000
820
26,820
30,100
.50
16
28,000
820
28,820
32,300
1
16
4,450
855
5,305
6,150
1
16
29,700
855
30,555
34,000
Maximum
6,900
Major surgery table, minimum
tf
Maximum Surgical lights, major operating room, dual head,
Maximum
minimum
2
Elec ff
417
1
11 77 Radiolosy Equipment 11 77 10 - Radiology Equipment
0010 8700
Daily
Labor-
Output
Houj;s
2014 Bare
Total
Costs |
Equipment
11 77 10.10 X-Ray
Crew
Unit
Labor
E quip ment
Total
!
IndO&P
X-RAY EQUIPMENT X-ray, mobile,
minimum
16,600
18,300 !
I
Maximum
8750 8900
Stationary,
77.000
minimum
84,500-' I
42,700
47.000
J
I
Maximum
8950 9150
Developing processors.
9200
11
'
222.000
‘
244,000
12,700^
14.000
4,700
Maximum
5,175
78 Mortuary Equipment 7813 ~ Mortuary Refrigerators
11
and Autopsy Equipment
11 78 13.10 Mortuary 0010 0015
MORTUARY AND AUTOPSY EQUIPMENT Autopsy table, standard
0020 3200 3300
1
"
Deluxe
Mortuary
Plum
refrigerator,
1
8
.60
13.333
Ea.
end operated, 2 capacity
6 capacity
9,625
460
10,085
11,300
14,900
765
15,665
17,600
12,200
12,200
13,400
21,900
21,900
24,100 1
11 7816 - Crematorium Equipment 11 78 16.10 Crematory 0010 1500 1750
1
CREMATORY Crematory, not including building,
1
Q-3
place
"
2 place
.20 .10
160
320
Ea.
71,500
8,775
80,275
102,500
17,500
120,000
92,000
"
139,000 1
8219 - Packaged
11 11
82 19.10 Packaged Gas Fired Incinerators
0010 4400
PACKAGED GAS FIRED INCINERATORS Incinerator, gas, not incl. chimney, elec, or pipe,
4420 4440
4480
400
800
4750
hr.,
(batch type)
(with feeder)
minimum
(batch type)
(with feeder)
with feeder,
minimum
lb.
per
hr.,
with feeder,
minimum
lb.
per
hr.,
with feeder,
minimum
Maximum For heat recovery system, add,
Add,
minimum
maximum
For automatic osh conveyer, odd
Large municipal incinerators,
incl.
stack,
minimum
Maximum
82 26 -
Facility
.
.80
40
.70
.60
38,000
2,200
40,200
45,100
45.714
40,000
2,500
42,500
47,800
53.333
67,000
2,925
69,925
78,000
.50
64
75,000
3,500
78,500
88,000
.30
106
78,000
5,850
83,850
95,000
.25
128
100,000
7,025
107,025
120,500 145,000
Ea.
.20
160
120,000
8,775
128,775
.17
188
180,000
10,300
190,300
213,500
.15
213
152,000
11,700
163,700
184,500
.11
290
197,500
15,900
213,400
241,500
.10
320
400,000
17,500
417,500
466,500
.05
640
600,000
35,100
635,100
713,000
.25
128
80,000
7,025
87,025
98,500
.11
290
250,000
15,900
265,900
299,000
33,300
3,500
36,800
41,900
20,200
7,025
27,225
32,800
54,000
17,500
71,500
85,500
11,900
1,025
12,925
14,700
14,900
430
15,330
17,100
.50
64
.25
128
.10
320
1
24
2.40
10
Ton/day
Waste Compactors
82 26.10 Compactors
0010 0020
0100
418
per
lb.
2,000
4850
1 1
hr.,
minimum
Maximum
4620
4720
per
lb.
1,200
4580
4710
Q-3
Maximum
4560
4700
hr.,
Maximum
4540
4600
per
lb.
Maximum
4500
4520
50#/hr., minimum
Maximum 200
4460
11
Incinerators
COMPACTORS Compactors,
1 1
5
volt,
Handled
250#/hr., chute fed
L-4
Ea.
82 Solid Waste Handling Equipment
11
82 26 -
11 11
Waste Compactors
Facility
82 26.10 Compactors
0300
230
Multi-bag,
600#/hr., chute fed
volt,
Daily
Labor-
Crew
Output
Hours
Unit
L-4
1
24
Fa.
1
Hand fed
0400
Containerized, hand fed, 2 to 6 C.Y. containers,
0500
0550
250#/hr.
For chute fed, add per floor
Heavy duty
1000
compactor, 0.5 C.Y. capacity
industrial
2014 Bare Material
Labar
Total
Costs
Equipment
Tatal
O&P
IncI
14,900
1,025
15,925
18,000
24
15,100
1,025
16,125
18,200
1
24
14,900
1,025
15,925
18,000
1
24
1,375
1,025
2,400
3,125
1
24
10,000
1,025
11,025
12,600
1
24
15,000
1,025
16,025
18,100
1050
1
1100
3.0
C.Y. capacity
.50
48
25,600
2,075
27,675
31,400
1150
5.0
C.Y. capacity
.50
48
32,200
2,075
34,275
38,600
.50
48
62,500
2,075
.0 C.Y. capacity
1200
Combination shredder/compactor (5,000 Ib./hr.)
1400
For handling hazardous waste materials,
55
gallon
1410
55
gallon
drum packer w/HEPA
1420
55
gallon
drum packer w/charcoal & HEPA
1430
All
5500
of the
60
5750
filter
filter
35
ton per hour
ton per hour
Shredder
5800
sfd.
above made explosion proof, add
Shredder, municipal use,
5600
drum pocker,
&
baler,
Shredder, industrial,
50
ton per day
minimum
Maximum
5850 5900
minimum
Baler, industrial,
Maximum
5950 6000
Transfer stotion compactor, with
6050
and pedestal, not including
power pit,
50
11 91 Religious
64,575
72,000
19,500
19,500
21,500
24,300
24,300
26,700
32,400
32,400
35,600
1,425
1,425
1,575
301,000
301,000
331,000
641,000
641,000
705,000
601,000
601,000
661,000
23,700
23,700
26,100
127,000
127,000
139,500
9,500
9,500
10,500
554,000
554,000
609,500
190,000
190,000
209,000
unit
ton per hour
Ea.
Equipment
- Baptisteries
11 91 13
11 91 13«10 Baptistry 0010
BAPTISTRY
01 50
Fiberglass, 3
01 60
'-6" deep, x
1
3
'!"
long,
steps at both ends, inch plumbing,
0200
minimum
L-8
0250
Add
11 91
for
filter,
1
20
.70
28.571
Ea.
5,650
965
6,615
7,700
9,225
1,375
10,600
12,200
1,825
2,025
2,787
3,175
tt
Maximum heater and lights
1,825
23 - Sanctuary Equipment
11 91 23.10 Sanctuary Furnishings 0010 0020
SANCTUARY FURNISHINGS Altar,
wood, custom design,
Deluxe
0100
Arks, prefabricated, plain
0130
Deluxe,
2,525
262
12,200
1,825
14,025
16,200
13,200
1,350
14,550
16,600
37,500
3,375
40,875
46,500
1.40
5.714
.20
40
.50
32
.20
80
.80
20
9,650
915
10,565
12,000
.20
80
137,000
3,675
140,675
156,000
.60
13.333
3,150
610
3,760
4,400
.40
20
8,650
915
9,565
10,900
.40
20
6,275
915
7,190
8,350
.20
40
18,800
1,825
20,625
23,400
5
1.600
2
4
6,050
183
6,233
6,925
2
4
1,475
183
1,658
1,900
10,000
229
10,229
11,400
Ea.
t
wood, prefabricated,
single, plain
Double, plain
Deluxe Lecterns,
1100
2000
2 Carp
Deluxe
0700 1000
2 Marb
maximum
Reconciliation room,
0550 0650
Carp
Deluxe Granite or marble, average
0090
0500
1
t
0050
0070
plain
wood,
plain
Deluxe Pulpits,
hardwood, prefabricated,
2500
Railing,
hardwood, average
3000
Seating, individual, oak, contour, laminated
2100
plain
Deluxe
1
Carp
835
73.50
908.50
1,025
1.60
5
25
.320
L. F.
206
14.65
220.65
249
21
.381
Person
176
17.45
193.45
221
^7
419
11 91 Relisious Equipment 11 91
23 - Sanctuary Equipment
11 91 23.10 Sanctuary Furnishings 3100
Crew
Cushion seat
1
Carp
Daily
Labor-
Output
Hours
Unit
21
.381
Person
2014 Bare
Total
Costs ‘
'
Material
160
1
Labor
17.45
Equipment
Total
177.45^
IncI
O&P 203
]1
3200
Fully upholstered
21
.381
3300
Combination,
21
.381
3500
For cherry, add
self-rising
' 1
156
17.45
173.45
199
17.45
317.45
355
215
10.80
225.80
254
300
i
i
5000
1-:
Wall cross, aluminum, extruded, 2" x 2" section
5150
4" X 4"
5300
Bronze, extruded,
5350
2-1/2"
5450
Solid bar stock,
5600
1
Carp
section
X
1
" x
2-1/2"
2" section section
1/2"
x
3"
30%
34
.235
29
.276
310
12.65
322.65
360
31
.258
425
11.85
436.85
485
34
.235
640
10.80;
650.80
720
L.F.
* section
Fiberglass, stock
1
29
.276
845
12.65
857.65
950
34
.235
145
10.80
155.80
177
29
.276
680
12.65:
692.65
770
29
.276
925
12.65
937.65
1,050
I
5700 5800
420
Stainless steel,
4" deep, channel
4" deep box section
section
1
1 r
Estimating Tips General t
The items
in this division are
usually priced per square foot or each.
Most
are purchased
of these
items
by the owner and
by the contractor. not assume the items in
installed
Do
Division 12 will be purchased
and installed by the contractor.
Check the
•
Some items in this division require some type of support system that is not usually furnished with the item. Examples of these systems include blocking for the
attachment of casework and heavy drapery rods. The
must be added to the estimate in the
required blocking
appropriate division.
specifications for
responsibilities
and include
receiving, storage, installation,
and mechanical and
hookups
electrical
in the appropriate
divisions.
h part of this publication r by
may be reproduced, stored in a retrieval system, or transmitted in any form any means without prior written permission of RSMeans, a division of Reed Construction Data.
Reference Numbers Reference numbers are
shaded boxes
at the
shown
in
beginning of
some major classifications. These numbers refer to related items in the Reference Section. The
may be an estimating procedure, an alternate pricing method, or
reference information
technical information.
Note: Not
all
subdivisions listed
here necessarily appear in this publication.
12 21 Window Blinds 12 21 13 - Horizontal Louver Blinds 12 21 13.13 Metal Horizontal Louver Blinds 0010
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
.
Total
Casts
Equipment
Labor
Total
Ind
O&P
METAL HORIZONTAL LOUVER BLINDS
0020
Horizontal, 1"
0070
Horizontol, 1" aluminum
aluminum
slots, solid color,
stock
1
Corp
custom color
slots,
0250
1" aluminum
slots, solid color,
0275
2" aluminum
slots,
custom
stock
color
590
.014 .
590
4.80
.62
5.42
6.25
.014
5.30
.62
5.92
6.75
590
.014
7.65
.62
8.27
9.35
590
.014
5.60
.62
6.22
7.10
S.F.
12 21 13.33 Vinyl Horizontal Louver Blinds 0010 0100
VINYL HORIZONTAL LOUVER BLINDS 2" composite, 48" wide, 48" high
30
.267
90
12.25
102.25
118
0120
72"
high
29
.276*
129
12.65
141.65
161
0140
96"
high
28
.286
177
13.10
190.10
214
27
.296
13.60
111.10
128
0200
60" wide, 60"
1
Carp
high
Ea.
97.50
0220
72"
high
25
.320
112
14.65
126.65
146
0240
96"
high
24
.333
178
15.30
193.30
220
25
.320
190
14.65
204.65
233
23
.348
266
15.95
281.95
315
20
.400
310
18.35
328.35
370
0300
72" wide, 72"
96"
0320 0400 1000
high
high
96" wide, 96"
high
2" faux wood, 48" wide, 48" high
30
.267
58
12.25
70.25
83
1020
72"
high
29
.276
79
12.65
91.65
107
1040
96"
high
28
.286
98
13.10
111.10
128
25
.320
122
14.65
136.65
158
23
.348
192
15.95
207.95
236
20
.400
212
18.35
230.35
263
1300
72" wide, 72"
96"
1320 1400
high
high
96" wide, 96"
high
r
F
12 21 16 - Vertical Louver Blinds 12 21 16.13 Metal Vertical Louver Blinds 0010 1500
METAL VERTICAL LOUVER BLINDS Vertical,
3" PVC
1800
minimum
strips,
1
Maximum
1600
4" aluminum
slats,
minimum
;
:
Maximum
1900
Carp
,
1
1
i.m
460
.017
400
.020
460
.017
7.95
400
.020
14.65
59
.136
6.85
51
.157
"
Ea.
S.F.
.80
8.60
.92
23.92
27
.80
8.75
10
.92
15.57
17.55
6.20
13.05
17.10;
7.20
17.20
22
23
^
9.80
12 22 16 - Drapery Track and Accessories 12 22 16.10 Drapery Hardware 0010
DRAPERY HARDWARE
0030
Standard traverse, per foot, minimum
0100
Maximum
1
48"
Carp
L
E.
10
22
.364
22.50
16.65
39.15
50
4020
48"
to
84"
20
.400
28.50
18.35
46.85
59.50
4040
66"
to
120"
18
.444
34.50
20.50
55
69
4060
84"
to
156"
16
.500
39
23
62
78.50
4080
100"
to
180"
14
.571
45.50
26
71.50
4090
156"
to
228"
13
.615
54.50
28
82.50
104
4100
228"
to
31
13
.615
63
28
91
113
9
.889
41.50
41
82.50
109
9
.889
98.50
127
4000
4200 4220
Troverse rods, adjustoble,
48"
to
86"
4260
100"
4320 4340
422
Curtain rod
&
48" 86"
to
2"
Double rods, adjustable,
4240
4300
28"
to
30"
to
86" 150"
to
180"
brackets, adjustable, to
to
48"
86" 150"
30"
to
48"
90.50
57.50
41
46
no
141
52.50
119.50
155
8
1
64
7
1.143
67
70
95
9
.889
29
41
9
.889
41.50
41
82.50
109
46
97
127
8
1
51
12 22 Curtains and Drapes 12 22 16 - Drapery Track and Accessories 12 22 16.10 Drapery Hardware 100"
4360 4600
Crew
180"
to
1
Valance, pinch pleated fabric,
1
2" deep, up
to
54"
long,
Carp
Daily
Labor-
Output
Hours
Unit
7
1.143
Ea.
2014 Bare
minimum
Maximum
4610 4620
Up
to
77"
long,
minimum
Maximum
4630
Moterial
63
Lobor
52.50
Total
Costs
Equipment
Total
115.50
InclO&P 151
38.50
38.50
96
96
59
59
65
155
155
171
42.50
106
1
5000 5020
Stationary rods,
first
2'
Eoch additional foot, odd
.
L. F.
8.10
8.10
8.90
3.82
3.82
4.20
12 22 16.20 Blast Curtains 0010
BLAST CURTAINS
per
L.F.
horizontal opening width, off-white or gray fabric
10.25
.780
185
36
221
259
0120
Average
10.25
.780
200
36
236
275
0140
Maximum
10.25
.780
230
36
266
310
5
1.600
147
73.50
220.50
275
0100
Blast curtains, drapery system, complete, including hardware,
minimum
1
Carp
L. F.
12 23 Interior Shutters 12 23 10 - Wood Interior Shutters 12 23 10^10 Wood Interior Shutters 001 0
WOOD
0200
Two
INTERIOR SHUHERS, panel,
27" wide, 36"
louvered
high
1
Carp
Set
0300
33" wide, 36"
high
5
1.600
190
73.50
263.50
320
0500
47" wide, 36"
high
5
1.600
255
73.50
328.50
395
5
1.600
216
73.50
289.50
350
1000
Four panel,
27" wide, 36"
high
1100
33" wide, 36"
high
5
1.600
276
73.50
349.50
420
1300
47" wide, 36"
high
5
1.600
370
73.50
443.50
520
78
21.50
99.50
120
Wood
12 2310.13 0010 3000
WOOD
Panels
PANELS
Wood
7" x 20" each
17
.471
3300
8" X 28" each
17
.471
78
21.50
99.50
120
3450
9" X 36" each
17
.471
90
21.50
111.50
133
17
.471
98
21.50
119.50
142
3600 4000
folding panels with
10"x40"
movable
louvers,
each
Fixed louver type, stock units, 8" x
20" each
1
Corp
Pr.
17
.471
92
21.50
113.50
135
4150
10"x28"
each
17
.471
78
21.50
99.50
119
4300
12"x36"
each
17
.471
92
21.50
113.50
135
4450
18"x40"
each
17
.471
132
21.50
153.50
179
5000
panel type, stock, 7" x 20" each
21.50
42
56
37.50
21.50
59
74.50
47.50
21.50
69
85.50
17
.471
5150
8"x28"
each
17
.471
5300
9" X 36" each
17
.471
5450
10"
17
.471
51
21.50
72.50
17
.471
243
21.50
264.50
300
5600
Insert
X
40" each
Raised panel type, stock,
1
0" x 24" each
20.50
89.50
5650
12"
X
26" each
17
.471
243
21.50
264.50
300
5700
1
4"
X
30" each
17
.471
268
21.50
289.50
330
17
.471
296
21.50
317.50
360
5750
16"x36"
each
6000
For custom built pine, add
6500
For custom built
hardwood
22% blinds,
odd
42%
423
5
;;;
12 24 Window Shades 12 24 13 - Roller Window Shades 12 2413.10 Shades
Crew
Daily
Labor-
Output
Hours
2014 Bare Material
Unit
>
Labor
Total
Costs
Equipment
Total .
,
O&P
IncI
.
^
0010 0020
SHADES
1
Basswood,
roll-up, stain finish,
7/8"
0200 0300
3/8"
slats
1
Carp
slats
Vertical side slide, stain finish,
3/8"
slats
;
300
.027
300
.027
300
.027
'S
F.
14.65
1.22
15.87
18
13.85
1.22
15.07
17.10’.
18.95
1.22
20.17
23
18.95
1.22
20.17
23
*
7/8"
0400 0500
For
fire
0600
i
slats
20%
For "B" rated finishes, add Mylar, single layer, non-heat reflective
0910
Mylar, single layer, heat reflective
1000
Double layered, heat
1100
Triple layered,
1300 1400 1500 1600 1700 1800
.027
16%
0900
1200
300
retardant finishes, add
heat
1
Carp
reflective
reflective
For metal roller instead of
685
.012
4.96
.54
5.50
6.30
685
.012«
5.35
.54
5.89
6.75
685
.012
5.75
.54
6.29
7.15
685
.012
6.25
.54
6.79
7.75
wood, add per
Vinyl coated cotton, standard
1
Corp
Lightproof decorator shades Vinyl, lightweight, 4 go.
Heavyweight, 6 ga. Vinyl laminated fiberglass, 6 ga., translucent
Lightproof
Shade
4.42
4.42
4.86
S.F.
2.84
.54
3.38
3.95
685
.012
685
.012
2.94
.54
3.48
4.06
685
.012
.60
.54
1.14
1.49
685
.012
1.83
.54
2.37
2.84
685
.012
2.55
.54
3.09
3.64
685
.012
85
.094
4.19
.54
4.73
5.45
6.60
4.32
10.92
13.90
,
6011
Solar screening, fiberglass
12 32 A^anufactured
:
,k
Wood Casework '
...
: '
4^''
ji '•V.. i
' .
•
Ju
:
v .V-'
12 3216 - Manufactured Plastic-Lammate-Clad Casework 12 32 16.20 Plastic Laminate Casework Doors 0010 1
000
1 1
00
6000 6100
For casework frames, see Section
1
2 32 23.1
For casework hardware, see Section
1
2 32 23.35
laminate on particle board
Plastic
1
2" wide,
1
8" wide,
30"
6140
6500
CASEWORK DOORS
PLASTIC LAMINATE
30"
6600
1
8" high
1
Carp
high 1
8" high
high
24
14.65
38.65
49
40
15.95
55.95
68.50
.333
36
15.30
51.30
63
.364
60
16.65
76.65
91.50
25
.320
23
.348
24 22
Ea.
12 32 16.25 Plastic Laminate Drawer Fronts 0010 2800 3000
DRAWER FRONTS
PLASTIC LAMINATE Plastic
laminate on particle board front
4"
high,
3200
1
1
1
1
2" wide
8" wide
12 32 23 - Hardwood Casework 12 32 23.10 Manufactured Wood Casework, 0010 0300
MANUFACTURED Built-in
drawer
0400
17
.471
"
16
.500
2 Carp
53
.302
Ea.
3.93
21.50
5.90
23
25.431
38
28.90
42
147
1
Stock Units
STOCK UNITS high, unfinished
"
L. F. '/
40
.400
114
13.85
127.85
134
18.35
152.35
Kitchen base cabinets, hardwood, not inch counter tops.
0800
One
high, prefinished
top drawer, one door below,
18" wide
24" wide
1
2" wide
2 Carp
24.80
.645
23.30
.687
Ea.
29.50
287
31.50
318.50,
22.30
.717
350
33
CO CO CO
.645
267
29.50
296.50
1040
1
23.30
.687
298
31.50
329.50
1060
24" wide
22.30
.717
330
424
1
2" wide
365 :
24.80
Four drawers,
325
283.50
254
8" wide
1000
177 1
24" deep, 35"
0880
8" deep, 32"
Maximum
0710
0840
1
Minimum
0500
0700
WOOD CASEWORK,
units, pine,
Karp
1
435
340 380
;
33
363
410
12 32 Manufactured
Wood Casework
12 32 23 - Hardwood Casework
Wood
12 32 23.10 Manufactured 1200
Two
top drawers, two doors below,
1260
36" wide
1300
48" wide
Daily
Labor-
Crew
Output
Hours
Unit
Material
2 Carp
22
.727
Fa.
375
33.50
408.50
465
20.30
.788
435
36
471
535
Casework, Stock Units 27" wide
2014 Bare Labor
Total
Costs
Equipment
O&P
Ind
Total
18.90
.847
495
39
534
605
21.40
.748
335
34.50
369.50
425
1540
36" wide
20.30
.788
380
36
416
470
1580
48" wide
18.90
.847
415
39
454
520
154
169
18
.889
600
41
641
725
16.50
.970
805
44.50
849.50
955
24.80
.645
227
29.50
256.50
296
24
.667
270
30.50
300.50
345
24
.667
231
30.50
261.50
300
22.70
.705
277
32.50
309.50
355
23.30
.687
310
31.50
341.50
390
22.70
.705
340
32.50
372.50
425
22
.727
207
33.50
240.50
279
1500
Range
or sink base,
two doors below, 30" wide
1800
For sink front units, deduct
2000
Corner base cabinets,
154
36" wide, standard
2 Carp f
Lazy Susan with revolving door
2100
4000 4050
Kitchen wall cabinets, hardwood,
12"
1
2 Carp
30" wide
high,
36" wide 24"
30" wide
high,
36" wide
4720 5000
30" wide
high,
5"
4440
4700
2" deep with two doors
36" wide
4100 4400
1
30"
one
high,
12" wide
door,
Fa.
5040
1
8" wide
20.90
.766
254
35
289
335
5060
24" wide
20.30
.788
296
36
332
380
19.80
.808
325
37
362
410
5300
Two
27" wide
doors,
5340
36" wide
18.80
.851
395
39
434
490
5380
48" wide
18.40
.870
480
40
520
590
18
.889
340
41
381
440
402.50
465
454.50
520
6000
Corner wall,
30"
high,
24" wide
6050
30" wide
17.20
.930
360
42.50
6100
36" wide
16.50
.970
410
44.50
6500
Broom
7500
Oven
7750
15.20
1.053
460
48.50
508.50
580
24" deep, 18" wide
10
1.600
625
73.50
698.50
800
24" deep, 27" wide
8
2
960
91.50
1,051.50
1,200
396
.040
13
1.85
14.85
17.15
1.43
4.22
5.30
Revolving Lazy Susan
7000
84"
cabinet,
84"
cabinets,
high, high,
Valance board trim
1r
L.F. t
7780
Toe kick trim
1
7790
Base cabinet corner
7800
Cabinet
Carp
256
.031
2.79
16
.500
41.50
23
64.50
81
3" x 24"
20
.400
18.05
18.35
36.40
48.50
7810
3" X 30"
20
.400
22.50
18.35
40.85
53.50
7820
3" X 42"
18
.444
31.50
20.50
52
66
7830
3"
80"
16
.500
60
23
83
102
50
.160
filler,
X
filler
7850
Cabinet panel
9000
For deluxe models of
9500
For custom built in place, add
9558
Rule of thumb, kitchen cabinets not including
9560
appliances
9600 9610
1
&
all
cabinets,
0010 0050
2 Carp
30
.533
ff
7.35
15.70
20.50
L
F.
ft
25
.640
2.70
2.963
2.20
168
380
10%
24.50
192.50
223
29.50
409.50
460
12 35 70.13
Wood
Casework Frames
WOOD CASEWORK
FRAMES
Base cabinets, counter storage, 36" high
One
bay,
18" wide
0400
Two
bay,
36" wide
1100
Three bay, 54" wide
Bookcases, one bay,
V
1
high,
Two
4100
Three bay, 54" wide
bay,
1
8" wide
36" wide
3500
5100
minimum
counter top,
0100
2800
8.35
40% 25%
For metal cabinets, see Section
MANUFACTURED
S.F.
add
Maximum
12 32 23.15 Manufactured
Ea.
Coat racks, one bay,
V
high,
24" wide
Carp
164
136
300
390
3.636
250
167
417
530
1.50
5.333
298
245
543
700
2.40
3.333
193
153
346
450
Ea.
1.60
5
280
229
509
665
1.20
6.667
465
305
770
980
4.50
1.778
192
273.50
335
81.50
425
12 32 Manufactured
Wood Casework
12 32 23 - Hardwood Casework 12 32 23.15 Manufactured
Wood Casework
Frames
Crew
Daily
Labor-
Output
Hours
Unit
Material
Labor
2.75
2.909
Ea.
268
•133
401
500
2.10
3.810
395
175
570
705
3.60
2.222
106
102
208
273
2.20
3.636
154
167
321
425
2014 Bare
Total
Costs
Equipment
Total 1;
48" wide
5300
Two
5800
Three boy,
6100
bay,
1
72" wide
Wall mounted cobinet, one bay,
Two
7400
Three boy, 54" wide
30"
bay,
one bay,
high,
1
9400
Three bay, 54" wide
V
bay,
high, single,
8" wide
24" wide
9880
Partition
9950
Partition, adjustable shelves
&
1
36" wide
Two
Wardrobe,
high,
8" wide
9000
9800
24"
36" wide
6800
8400
Carp
adjustable shelves,
&
1.70
4.706
192
216
408
545
3.60
2.222
115
102
217
283
2.15
3.721
153
171
324
430
1.60
5
191
229
420
565
2.70
2.963
212
136
348
445
1.70
4.706
270
216
486
630
1.40
5.714
405
262
667
850
34
.235
32 32 29
.276
>
16
.500
Ea.
«
48" wide drawers,
InclO&P
48" wide
12 32 23.20 Manufactured Hardwood Casework Doors 0010 2000
MANUFACTURED HARDWOOD CASEWORK DOORS Glass panel,
2200
1
hardwood frame
2" wide,
30"
2600 4450
1
1
8" high
1
8" high
30"
5000
Hardwood, raised panel 1
30"
5500
1
high
2" wide,
5200
30"
1
8" high
1
1
8" high
high
12 32 23.25 Manufactured 0010
0100 1000
Solid
hardwood
4"
high,
1
1
Carp "
Vanity bases, 2 doors,
30"
36" wide
8150
48" wide
high,
For custom built in place, add to above
all
vanities,
12 32 23.35 Manufactured
add
to
2640 3000 3040 4000 4040
426
64
12.65
76.65
89.50
28.50
23
51.50
67
.533
24.50
72
90
.533
43
24.50
67.50
84.50
14
.571
71.50
26
97.50
17
.471
Ea.
4.33’
21.50
25.83
38.50
16
.500
"
6.50
23
29.50
42.50
1f
119
:
:
.800
Ea.
297
36.50
333.50
380
401
460
1
355
46
'13.33
1.200
345
55
400
465
11.43
1.400
450
64
514
595
,
40% 25%
Wood Casework
10%
Hardware
MANUFACTURED WOOD CASEWORK HARDWARE Catches,
minimum
1
Carp
Maximum
1040
2600
59.50
15
above
ft
2340
64.50
49.95
15
16 ;
9500
2300
53.95
11.45
47.50
20
2 Carp
i
For deluxe models of
2240
11.45
VANITIES
21" deep, 24" wide
9000
2200
38.50
44.50
Wood Casework Vanities
MANUFACTURED WOOD CASEWORK
8050
2000
42.50
.250
^
1
8" wide
8100
1000
.250
36.30
front
30" wide
00 fO
10.80
Drawer Fronts
2" wide
12 32 23.30 Manufactured
8000
Wood Casework
25.50
Ea.
MANUFACTURED WOOD CASEWORK DRAWER FRONTS
1200
0010
Carp
high
8" wide,
5600
Carp
high
8" wide,
4550
5100
1
Door/drawer
pulls,
Handles and
metal,
minimum
1
Carp
Maximum
Maximum minimum
Maximum Grower tracks/glides, minimum
Moximum Cabinet hinges,
.034
80
.100
48
.167
36
.222
48
.167
36 48
Ea.
n
1.17
1.56
2.73
3.70
7.20
4.59
11.79
15.05
handles
pulls, projecting,
Wood, minimum
Flush, metal,
235
minimum
Maximum
Jr
4.80
7.65
12.45
17.10
10.15
10.20
20.35
27
5.05
7.65
12.70
17.35
.222
9.25
10.20
19.45
26
.167
-5.05
7.65
12.70
17.35
9.25
10.20
19.45
26
8.55
7.65
16.20
21
15.30
40.30
51
36
.222
48
.167
24
.333
160
.050
68
.118
Ea.
Pr.
25 2.90 11
2.29
5.19
6.75
5.40
16.40
20.50
12 35 Specialty Casework 12 35 50 - Educational/Library Casework 12 35 50,13 Educational Casework EDUCATIONAL CASEWORK 0010 5000
School,
24" deep,
84"
mefol,
high units
Daily
Labor-
Crew
Output
Hours
Unit
Material
2 Carp
15
1.067
L F.
420
49
469
535
20
.800
282
36.50
318.50
365
20
.800
235
36.50
271.50
315
56
.286
25
13.10
38.10
15
1.067
Counter height units
5150
Wood, custom
5450
5600
Add
for counter top
5800
84"
high wall units
6000
Laminated
32"
fabricated,
plastic finish
high counter
^
same
is
2014 Bare Lobor
Total
Costs
Equipment
Total
O&P
Incl
47.50
455
49
504
575
228
41
269
315
wood
price as
12 35 53 - Laboratory Casework 12 35 53,13 Metal Laboratory Casework 0010
METAL LABORATORY CASEWORK
0020
Cabinets, base, door units, metal
0300
0700
Drawer Tall
0900
units
V
storage cabinets, open,
high
With glazed doors
1300
Wall cabinets, metal,
1500
With doors
6300
2 Carp
1
2-1
/2"
deep, open r
Rule of thumb: lob furniture including instollation
6320
High school
6340
College
6360
Clinical,
6380
Industrial
&
1
.889
18
.889
505
41
546
625
20
.800
485
36.50
521.50
590
20
.800
735
36.50
771.50
860
20
.800
164
36.50
200.50
238
20
.800
340
36.50
376.50
430
L. F.
connection
S
F.
health care
35
39
52
57
45
49.50
72.50
79.50
12 35 59 - Display Casework 12 35 59,10 Display Cases 0010
DISPLAY CASES
Free standing,
0020
Aluminum frame, 42"
0100
70"
high X
glass
all
high x
48"
36"
x
2" deep
1
2 Carp
8
2
6
2.667
Fa.
91.50
1,316.50
1,475
122
3,847
4,300
2,150
147
2,297
2,575
1,225
/1
18" deep
X
3,725
9%
0500
Far
waod
0600
For
hardwood frames, deduct
0700
For bronze, baked
bases, add
enamel
8%
finish,
add
i
2000
Wall mounted, glass front, aluminum frame
2010
Non-illuminated, one section 3' x 4' x
'-4" 1
2 Carp
5
3.200
Ea.
10%
2100
5'x4'xl'-4"
5
3.200
2,475
147
2,622
2,950
2200
6'x4'xl'-4"
4
4
2,975
183
3,158
3,550
sections, 8' x 4' x l'-4"
2
8
IMS
365
2,540
2,975
2500 2600 3000 3500 4000
4100
Two
10'x4'xl'-4" Three sections, 16'
x4'
x l'-4"
2
8
2,675
365
3,040
3,500
1.50
10.667
4,050
490
4,540
5,200
330
365
5
3.200
1,375
147
1,522
1,725
3
5.333
810
245
1,055
1,275
10
1.600
10
1.600
For fluorescent lights, add
Table exhibit cases, 2
'
wide, 3
1 Section
'
high, 4
'
long, flat top
2 Carp
330
rf
//
3' wide, 3' high, 4' long, sloping top
Ea.
12 35 70 - Healthcare Casework 12 35 70,13 Hospital Casework 0010 0500 1000 1200 1300
1400 1450
HOSPITAL CASEWORK Base cabinets, laminated
2 Carp
plastic
Stainless steel
For
all
drawers, add
Cabinet base trim,
4"
high,
enameled
steel
Countertop, laminated plastic, no backsplash
With backsplash
1800
For sink cutout, odd Stainless steel counter top
269
73.50
342.50
410
495
73.50
568.50
660
28
31
3.67
48.67
55
105
28
Stainless steel
1650
1900
IF.
2 Carp
200
.080
200
.080
90.50
3.67
94.17
40
.400
46.50
18.35
64.85
45
40
.400
12.20
1.311
Ea.
40
.400
IF.
7
58
150
79.50
18.35
76.35
92
60
60
93
18.35
168.35
194
427
"
12 35 Specialty Casework 12 35 70 - Healthcare Casework 12 35 70.13 Hospital Casework
Crew
Doily
Labor-
Output
Hours
2014 Bare Unit
Material
Labor
Total
Costs
Equipment
Total 1
2000 2500
43" x 21"
For drop-in stainless
sink,
add
Wall cabinets, laminated plastic
2600
Enameled
2700
Stainless steel
2 Carp
steel
InclO&P
Ea.
990
IF.
202
49
251
1.067
248
49
297
15
1.067
;v
495
49
544
615
10
1.600
L. F.
310
73.50
383.50
460
10
1.600
298
73.50
371.50
445
10
1.600
595
73.50
668.50
770
253
279
15
1.067
15
990
1,100
:
298 1
350
^
12 35 70.16 Nurse Station Casework 0010 2100
NURSE STATION CASEWORK Daar type, laminated
2200
Enameled
2300
Stainless steel
2400
2 Carp
plastic
steel
Far drawer type, add
253
12 35 80 - Commercial Kitchen Casework 12 35 80.13 Metal Kitchen Casework 0010
METAL KITCHEN CASEWORK
3500
Base cabinets, metal, minimum
3700
2 Carp
Maximum
3600
Wall cabinets, metal,
minimum
Maximum
3800
r
30
.533
25
.640
30
.533
25
.640
IF.
72.50
184 72.50
24.50 29.50 24.50
97
118
213.50
249 118
97
167
29.50
196.50
229
I
12 36 Countertops 12 36 16 - Metal Countertops 12 36 16.10 Stainless Steel Countertops 0010 3200
STAINLESS STEEL COUNTERTOPS Stainless steel, custam
1
Carp
24
.333
S.F.
150
15.30
165.30
1
Carp
28
.286
IF.
74
13.10
87.10
Wood Countertops
12 36 19 -
12 36 19.10 Maple Countertops 0010 2900
MAPLE COUNTERTOPS Salid, laminated, 1-1
/2"
thick,
na splash
102 j
ff
3000
With square splash
3400
Recessed cutting black with trim,
12 36 23 -
Plastic
1
6"
x
20"
x
1
Y
28
.286
88
13.10
101.10
117
8
1
Ea.
90
46
136
170
30
.267
L.F.
16.65
12.25
28.90
37
1
Countertops
12 36 23.13 Plastic-Laminate-Clad Countertops 0010 0020
PLASTIC-LAMINATE-CLAD COUNTERTOPS Stack,
24" wide w/backsplash, minimum
1
Carp
0100
Maximum
25
.320
34
14.65
48.65
59.50
0300
7/8"
30
.267
29.50
12.25
41.75
51.50
30
.267
28.50
12.25
40.75
50.50
28
.286
34.50
13.10
47.60
58
28
.286
41.50
13.10
54.60
65.50
30
.267
32.50
12.25
44.75
55
30
.267
38.50
12.25
50.75
61.50
3.06
3.06
3.37
3.65
3.65
4.02
4
4
4.40
Custam
plastic,
0400
0600
Cave splash
1-1/4"
0700 0900
thick,
na splash
Square splash Square edge,
1000 1200
thick, aluminum maiding, na splash
plastic face,
7/8"
-
Far stainless channel edge,
1-1/4"
thick,
7/8"
Far salid calar suede finish, add
1700
Far
1900
Far cut auts, standard, add,
428
add
1r Ea.'
end splash, add
minimum
1
Carp
Maximum
2000
2200
thick,
add
1500
2110
na splash
With splash
1300
2100
thick,
Pastfarmed, including backsplash and frant edge Mitred, add Built-in place,
25" wide,
plastic
laminate
-
32
.250
8
1
:
18
18
19.80
12
11.45
23.45
31
46
52
77.50
6
30
.267
L.
12
.667
Ea.
25
.320
L.F.
10
40.50
12.25
22.25
30
30.50
30.50
47
14.65
55.15
67
12 36 Countertops 12 36 33 -
Countertops
Tile
12 36 33.10 Ceramic 0010 2300
CERAMIC
TILE
Ceramic
Countertops
Tile
Daily
Labor-
Output
Hours
Unit
Carp
25
.320
LF.
Brie
17
.471
L.F.
13
.615
103
28
131
156
13.01
.615
135
28
163
192
82
.195
Crew
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
COUNTERTOPS tile
mosoic
1
33
14.65
41
21.50
47.65
59
12 36 40 ~ Stone Countertops 12 36 40.10 Natural Stone Countertops 0010 2500
2700 2800
NATURAL STONE COUNTERTOPS Marble, stock, with splash,
3/4"
thick,
Granite, average,
1
/2"
thick,
minimum
1
maximum
M/4"
thick,
24" wide, no
splash
62.50
77.50
12 36 53 - Laboratoty Countertops 12 36 53.10 Laboratory Countertops and Sinks 0010
LABORATORY COUNTERTOPS AND SINKS
0020
Countertops, not inch base cabinets, acid-proof,
2 Carp
Maximum
0030 0040
minimum
Stainless steel
70
.229
82
.195
28
.571
28 28
S.F.
40 49.50
129
8.95
10.50 8.95
48.95
60 137.95
58 70.50
156
12 36 61 - Simulated Stone Countertops 12 36 61.16 Solid Surface Countertops 00 1 0
SOLID SURFACE COUNTERTOPS,
0020
Pricing for orders of
0100
25" wide,
00
1
L.F.
2 Carp
Patterned colors
0300
Premium patterned With
silicone
Patterned colors
0600
Premium patterned
Premium patterned
-99
Pricing for order of 51
25" wide,
2 Carp
Patterned colors
Premium patterned With
1500
attached 4" backsplash,
Premium patterned
Premium patterned Pricing for order of
25" wide,
1
- 50
2300
Premium patterned
2600 2700
With
silicone
Premium potterned
Patterned colors
2900
Premium patterned
3100
3200
27
.593
58.50
27
85.50
107
27
.593
74.50
27
101.50
124
27
.593
92.50
27
119.50
144
23
.696
58.50
32
90.50
114
23
.696
74.50
32
106.50
131
23
.696
92.50
32
124.50
151
24
.667
61.50
30.50
L.F.
92
115
24
.667
78
30.50
108.50
133
24
.667
97.50
30.50
128
154
32
99.50
124
32
117.50
143
23
.696
32
139
166
20
.800
67.50
36.50
104
131
20
.800
85.50
36.50
122
151
- -
20
.800
36.50
143.50
174
2 Carp
20
.800
36.50
109
136
20
.800
36.50
128
158
20
.800
36.50
151.50
183
19
.842
38.50
118
147
19
.842
100
38.50
138.50
170
19
.842
125
38.50
163.50
198
15
1.067
49
128.50
163
15
1.067
100
49
149
186
15
1.067
125
49
174
214
Carp
3
2.667
360
122
482
590
i
7
1.143
219.50
265
solid colors
solid colors
colors
00
solid colors
colors
107 :
1-
107
r
L.F.
72.50
91.50
115 79.50
:
79.50
or greater units
Single bowl, hard seamed, solid colors,
10"xl5"
134
67.50
colors
With hard seam attached 4" backsplash,
1
115
111
85.50
Patterned colors
Sinks, pricing for order of
94
26
.696
colors
attached 4" backsplash,
2800
3000
26
85
.696
colors
solid colors
Patterned colors
2500
68
.571
99.50
L.F.
2200
2400
.571
79.50
23
Potterned colors
1900
26
23
solid colors
With hard seam attached 4" backsplash,
1800
2100
silicone
colors
Patterned colors
1600
2000
colors
solid colors
1300
1700
solid colors
53.50
LF.
L.F.
1200
1400
colors
Patterned colors
0900
1100
solid colors
With hard seam attached 4" backsplash,
0800
1000
colors
attached 4" backsplash,
0500
0700
polymer
solid colors
0200
0400
Acrylic
or greater
1
3"
7" x
1
1
Ea.
167
52.50
429
12 36 Countertops 12 36 61 - Simulated Stone Countertops 12 36 61.16 Solid Surface Countertops 3300
Crew
Cutouts for sinks
3400
Sinks, pricing for order of 51
3500
- 99
Daily
Labor-
Output
Hours
Unit
2014 Bare
1
Carp
8
1
Ea.
1
Carp
2.55
3.137
Ea.
6
1.333
Material
Labor
46
Total
Costs
Equipment
Total
IncI
71
559
675
253
305
units
Single bowl, hard seamed, solid colors,
1
3"
7" x
1
415
144 ,
10"xl5"
3600 3700
Cutouts for sinks
3800 3900
Cooktop cutouts,
4300
51-99
4400
- 50
1
12 36 61
pricing for
1
00
61
52.50
r
52.50
81
units
1
3" x
7" 1
1
Carp
Cutouts for sinks
4200
0010
- 50
10"xl5"
4100
0015
1
Single bowl, hard seamed, solid colors,
4000
192
1.143
Sinks, pricing for order of
O&P
46
or greater units
units
units
1T
490
2
4
4.55
1.758
5.25
1.524
4
2
26.50
3.40
2.353
30.50
3
2.667
36
12
.667
12
.667
Ea.
226
J83 80.50
70
r
673
820
306.50
370
70
108
118
172
108
138.50
200
122
158
229
91.50
7 Solid Surface Vanity Tops
SOLID SURFACE VANITY TOPS Solid surfoce, center bowl,
1
7" x
9" 1
1
Carp
19"x25"
0020
Ea.
;
186
30.50
216.50
252
190
30.50
220.50
256
0030
19"x31"
12
.667
223
30.50
253.50
292
0040
19"x37"
12
.667
259
30.50
289.50
330
0050
22"
25"
10
.800
340
36.50
376.50
430
0060
22"x31"
10
.800
395
36.50
431.50
490
0070
22"x37"
10
.800
460
36.50
496.50
565
0080
22"x43"
10
.800
525
36.50
561.50
635
0090
22"x49"
10
.800
585
36.50
621.50
695
0110
22"x55"
8
1
660
46
706
800
0120
22"x61"
8
1
755
46
801
900
X
:
0220
Double bowl, 22" X 61"
8
1
855
46
901
1,000
0230
Double bowl, 22" X 73"
8
1
930
46
976
1,100
0240
For aggregate colors,
0250
For faucets and fittings, see Section
1r
35%
add
12 36 61.19 Quartz Agglomerate Countertops 0010 0100
—
22 41 39.10
—
QUARTZ AGGLOMERATE COUNTERTOPS 25" wide, 4"
0110
backsplash, color group A,
minimum
2 Carp
Maximum
0120
Color group B,
0130
minimum
Maximum
0140
Color group C,
0150
Maximum
0160
Color group D,
0170
Maximum
minimum
minimum
1
15
1.067
63
49
112
145
15
1.067
88.50
49
137.50
173
15
1.067
65.50
49
114.50
148
15
1.067
92.50
49
141.50
178
76.50
L.F.
15
1.067
49
125.50
160
15
1.067
105
49
154
191
15
1.067
83
49
132
167
15
1.067
112
49
161
200
60
.133
r
12 46 Furnishing Accessories 12 46 13 - Ash Receptacles 12 46 13.10 Ash/Trash Receivers 0010 1000
ASH/TRASH RECEIVERS Ash urn,
cylindrical
metal j
1020 1060
2000
8" diameter, 20" high 1
IClab
0" diameter, 26" high
"
ft
60
Ea.
.133
155
4.89'
159.89
178
124
4.89'
128.89
144
155
4.89
159.89
178
124
4.89
128.89
144
Combination ash/trash urn, metol
2020
8" diameter, 20" high
2050
10" diameter, 26" high
1
Clab
60
.133
60
.133
Ea. ft
ft
1
430
1
12 46 Furnishins Accessories 12 46 19 - Clocks 12 4619.50 Wall Clocks 0010
0080 0100
Crew
Daily
Labor-
Output
Hours
i
2014 Bare Unit
Materiol
Labor
Total
Costs
Equipment
Total
WALL CLOCKS 1
Ind
i
O&P
!
2" diameter,
single face
1
Elec
"
Double face
8
1
6.20
1.290
Ea.
"
128
53.50
181.50
220
294
69
363
430
12 46 33 - Waste Receptacles 12 46 33.13 Trash Receptacles 0010 4000
TRASH RECEPTACLES Trash receptacle, metal
8" diameter,
4020
5" high
1
0" diameter,
4040
1
5040
16"x8"xl4"high
5500
Plastic,
with
5520 5540 5550
1
1
60
.133
60
.133
4
60
.133
Clab
60
.133
Clab
8" high
Ea.
72
4.89
76.89
135
4.89
139.89
4.89
30.39
135
4.89
139.89
156
25.50
86.50
156 35.50
lid
35
gallon
45
gallon
1
Plastic recycling barrel,
5560
65
gal.
5570
95
gal.
w/lid
&
wheels,
32
® ®
gal.
Ea.
60
.133
217
4.89
221.89
247
60
.133
83
4.89
87.89
99
60
.133
535
4.89
539.89
595
60
.133
995
4.89
999.89
1,100
1
^r
12 48 Rugs and A\ats 12
4813 -
Entrance Floor Mats and Frames
12 48 13.13 Entrance Floor Mats 0010 0020
ENTRANCE FLOOR MATS Recessed,
3/8"
black rubber,
in-laid
0050
!
thick, solid
1
Perforated
/2" 1
0100
Clab
155
.052
155
.052
S.E.
25.50
1.89
27.39
31
15.80
1.89
17.69
20.50
24
155
.052
19
1.89
20.89
Perforated
155
.052
23
1.89
24.89
3/8"
155
.052
20.50
1.89
22.39
25.50
155
.052
21
1.89
22.89
26.50
155
.052
26.50
1.89
28.39
32
155
.052
27
1.89
28.89
33
125
.064
9.90
2.35
12.25
14.50
125
.064
8.20
2.35
10.55
12.60
125
.064
6.80
2.35
9.15
11.05
9.40
2.35
11.75
13.95
thick, solid
ji
0150 0200
In colors,
0250 0300
1
/2"
0350 2000 2510
thick, solid
Perforated thick, solid
Perforated
Recycled rubber
tire tile,
Natural cocoa fiber,
1
1
/2"
2520
3/4"
2530
1" thick
2" x
1
2" x 3/8"
m m m
thick
thick
thick
'
28
1
125
.064
12 51 Office Furniture 12 51 16 - Case Goods 12 51 16.13 Metal Case Goods 0010 0020
METAL CASE GOODS Desks,
29"
high, double pedestal,
0030 0600
Desks, single pedestal,
Desks, secretarial,
0960
x 60", metal,
minimum
30"
x
60", metal, minimum
Maximum Return,
0750 0940
30"
Maximum
0730 0740
x 60", metal,
Maximum
0620 0720
30"
20"
X 42",
minimum
Maximum 59"
X
1
2" X 23" high,
Maximum
steel,
minimum
minimum
580
580
635
1,475
1,475
1,625
540
540
595
1,200
1,200
1,325
470
470
520
830
830
910
350
350
385
540
540
595
300
300
330
380
380
420
431
12 51 Office Furniture 12 51 16 - Case Goods 12 51 16.16 0010 0150 0160
WOOD
Wood
CASE
Desk,
29"
Crew
Doily
Labor-
Output
Hours
2014 Bare Unit
Material
Labor
Total
Costs
Equipment
Total
>
IncI
O&P
GOODS high, double pedestol,
30"
x
60"
X
Wood, minimum
0180 0630
Case Goods
840
925
2,875
3,175
595
595
655
900
900
990
380
380
420
900
900
990
485
485
535
ff
30"
Single pedestal,
840 2,875
Eo.
Maximum x
60"
i }
0640
Wood, minimum
Maximum
0650 0670
Executive return,
0800
file,
wood, minimum «
30"
x
Ea.
Maximum Return,
20"
x 42",
minimum
Maximum
Maximum :
1120
2,925
3,200
305
305
335
1,100
1,100
1,225
172
172
189
455
455
500
685
685
755
2,575
2,575
2,850
Desktop organizer, 72" x 14" x 36" high, wood, minimum
0920 1110
1r
60"
Wood, minimum
0830 0900
x 42", with box,
Desk, 29" high, secretarial,
0810 0820
24"
Maximum
0680 0790
Ea.
Furniture, credenza,
29"
high,
1
8"
to
22"
x
60"
to
1r
i I
72"
1
Wood, minimum
Ea.
;
;
rt
Maximum
1140
12 51 23 - Office Tables 12 51 23.33 Conference Tables 0010 6050
CONFERENCE TABLES Boat,
96"
minimum
Rectangle,
96"
780
780
855
3,575
3,575
3,925
Ea.
Maximum
6150 6720
X 42",
'f
x 42",
minimum
I
1,275
1,275
1,400
3,575
3,575
3,925
\
\
Maximum
6740
1
;
1
B
•
12 52 Seating
’I
•••
•
-
'll
12 52 23 - Office Seating 12 52 23.13 Office Chairs 0010 2000
OFFICE CHAIRS Standard office
2200
2320
432
Ea.
Maximum
Arm
320
320
355
2,050
2,050
2,275
223
223
245
2,175
2,175
2,400
minimum
162
162
178
Maximum
550
550
605
Task,
2290
2300
minimum
Management, minimum
2250 2280
chair, executive,
Maximum
2150
kit,
minimum
Maximum
r
68
68
75
123
123
135
12 54 Hospitality Furniture 12 54 13 - Hotel and Motel Furniture 12 54 13.10 Hotel Furniture
Crew
Daily
Labor-
Output
Hours
2014 Bore Unit
Materiel
Labor
Total
Costs
Equipment
Total
IncI
O&P
HOTEL FURNITURE
0010 0020
Stondard quality
set,
Room
minimum
2,375
2,375
2,600
8,425
8,425
9,275
256
256
282
1,500
1,500
1,650
310
310
340
3,025
3,025
3,325
238
238
262
320
320
350
ff
Maximum
0200
12 5416 - Restaurant Furniture 12 54 16.10 Tables, Folding TABLES, FOLDING Laminated
0010 1
000
1020
1
8"
60", minimum
X
Ea.
Maximum
1040 36"
1840
X 96",
minimum
Maximum
1860
Round, wood stained, plywood top, 60" diameter, minimum
2000 2020
plastic tops
Tubular steel legs with glides
Maximum ,
12 54 16.20 Furniture, Restaurant 0010 0020 0200
FURNITURE, RESTAURANT Bars, built-in, front bar
1
5
"
Back bar Booth seating, see Section
2000
Choir,
bentwood
1
2
54
side chair, metal,
1
1.600
L. F.
1.600
Upholstered seat
&
Ea.
back, arms,
minimum
Maximum
2620
73.50
347.50
415
199
73.50
272.50
330
6.70
minimum
Maximum
2020
274
tt
5
0300
2600
Carp
97
97
107
114
114
125
158
158
174
450
450
495
12 5416.70 Booths 0010 1000
BOOTHS Banquet, upholstered seat and back, custom
1500
Straight,
1600
Maximum
single booths
1820
2 Carp
241
375
20.50
395.50
440
.457
196
21
217
249
.533
350
24.50
374.50
425
22
16.65
38.65
50
18.35
84.85
102
36
.444
35
30
44
.364
L. F. /t
Maximum
plastic
Two
40
.400
30
1.067
26
1.231
28
1.143
24
1.333
30
1.067
28
1.143
66.50
laminate table top
24"
seat,
3120
x
24"
table,
minimum
F-7
Maximum Four seat,
3220
5010
211.35
L. F.
Fixed seating, one piece plastic chair and
3010
5000
18.35
.400
and custom banquets
Minimum
1840
3200
193
40
Upholstered outside finished backs for
1810
3100
minimum
"L" or "U" shape,
1620
3000
2 Carp
Moximum
1520
1800
minimum
24"
x
48"
table,
minimum
Maximum Mount
in floor,
plastic
wood
Ea.
44
819
925
1,100
51
1,151
1,300
770
47
817
920
1,300
55
1,355
1,525
298
44
342
395
380
47
427
490
775
fiber core with
laminate face, single booth
5050
24" wide
5100
48" wide
F-7
Ea. ft
433
;
12 55 Detention Furniture 12 55 13 - Detention Bunks 12 55 13.13 Cots 0010 2500 2700
-
Daily
Labor-
Crew
Output
Hours
Unit
E-4
20
1.600
Ea.
"
20
1.600
Material
2014 Bore Labor
Total
Costs
Equipment
Total
IncI
O&P
COTS Bolted, single,- painted steel Stainless steel
330
82.50
7.10
419.60
520
960
82.50
7.10
1,049.60
1,200
12 56 33 - Classroom Furniture 12 56 33.10 Furniture, School FURNITURE, SCHOOL Classroom, movable choir
&
desk type, minimum
Set
73.50
Maximum Choir,
molded
1100
arm, minimum
Desk, single pedestal, top book compartment,
minimum
Maximum
2200
Flip top,
minimum
Maximum
2220
171
182
182
200
no
Ea.
Maximum
2020
155
plastic
Integral tablet
1150
81
142
142
156
167
167
184
228
228
250
276
276
305
370
370
405
540
540
595
355
355
390
675
675
745
12 56 43 - Dormitory Furniture 12 56 43.10 Dormitory Furnishings 0010
DORMITORY FURNISHINGS
0300
Bankable bed, twin, minimum
1000
Chest, four drawer,
Built-in,
f
minimum
2 Carp
Maximum
1150 1200
minimum
Maximum
1020 1050
Ea.
Maximum
0320
Desk top,
built-in,
laminoted
plastic,
24" deep, minimum
13
1.231
10
1.600
50
.320
40
.400
L. F.
114
56.50
170.50
212
211
73.50
284.50
345
43.50
130
14.65
58.15
70
18.35
148.35
172
1300
Maximum
1450
30" deep, minimum
50
.320
14.65
70.15
Moximum
40
.400
242
18.35
260.35
296
12
1.333
171
61
232
283
91.50
606.50
705
1550 1750
Dressing unit,
Maximum
1850
8000
minimum
built-in,
8
Rule of thumb: total cost for furniture,
55.50
515
2
minimum
Stur ent
83.50
2,525
2,800
4,850
5,350
tr
8050
Maximum
12 56 51 - Library Furniture 12 5651.10 Library Furnishings 0010
LIBRARY FURNISHINGS
0100
Attendant desk,
0200
Book
0220 0800
display,
0880
72
1710 1720
2700 2720 3800
62"
"A" frame
Card cotalogue,
60
1500
x
x
29"
30
high
1
display, both sides,
Table with bulletin board,
0840
1000
36"
42"
x
24"
x
42" 49"
x
42"
x
high
high
23
1,848
1,125
23
1,148
.500
735
23
758
.500
2,950
23
2,973
.500
16
.500
16 16
Ea.
tray unit
16
.500
5,625
23
5,648
tray unit
2 Carp
16
1
8,000
46
8,046
initial
unit
hardwood, 36" x 24", minimum
Carp
16
.500
2 Carp
16
1
5
1.600
1
1
Carp
4
Maximum file,
60
trays,
built-in,
2
complete
with counter, plastic laminated top
i
1,275
840
1
Carp
7
1.143
800
23
CO
1,125
46
1,171
3,250 ::
.
73.50
838.50
1,950
91.50
2,041.50
8,875
915
CO
765
6,225
1,300
960 ;
Alternate method: each tray
Chorging desk,
2,050
:
I
1 r
Double face,
Card catalog
1,825
16
tray unit
Carrels, single face, initial unit
Carrels,
60"
Carp
L.F.
'
2,300
7,775
7,775
8,550
129
129
142
350.50
410
298
52.50
12 56 Institutional Furniture 12 56 51 - Library Furniture
.
12 5651.10 Library Furnishings 4000
Dictionary stand, stationary
4020
Revalving
4200
Exhibit case, table style,
6010
Bookshelf, metal,
90"
Carp
1
60"
high,
Crew
28"
x 1
0"
x
Daily
Labor-
Output
Hours
Unit
16
.500
Fa.
16
.500
11
.727
11.50
.696
2014 Bare
36"
shelf,
double face
O&P
Labor
750
23
773
860
211
23
234
268
2,775 L.F.
Totol
Costs
Material
:
33.50
Equipment
Totol
2,808.50
Ind
3,100
150
32
182
214
121
30.50
151.50
180
ft
6020
12
Single face
6050
For
8" shelving, subtract from above
6060
For
1
6070
For
42"
2" shelving, add
to
.667
10% 10%
above
20%
high with countertop, subtract from above
Mobile compacted shelving, hand crank, 9'-0" high
6100 6110
Double face, including track, 3' section
6150
For electrical operation, add
6200
Magazine shelving,
82"
high,
1
single face
Carp
1
11.50
.696
7200
Reading table, laminated top,
LF.
148
243
ft
11.50
Double face
60"
1,150
1,150
1,250
32
180
212
32
275
315
25%
2" deep,
ft
6210
Fa.
x
.696
36"
Fa.
690
690
760
Fa.
785
785
865
2,500
2,500
2,750
1,600
1,600
1,775
4,400
4,400
4,850
755
755
830
2,150
2,150
2,375
450
450
495
870
870
955
1,400
1,400
1,550
1,900
1,900
2,100
430
430
470
750
750
825
12 56 70 - Healthcare Furniture 12 56 70.10 Furniture, Hospital ’
FURNITURE, HOSPITAL
0010 0020
Beds, manual,
Maximum
0100 0600
All electric
hospital beds,
minimum
Maximum
0700
Manual, nursing home beds, minimum
0900
Maximum
1000 1020
Overbed
table, laminated top,
minimum
Maximum
1040 1100
Patient wall systems, not inch plumbing,
Room
minimum
t
Maximum
1200
2000 2020
minimum
Geriatric chairs,
'
minimum
Fa. t
Maximum
:
12 61 Fixed Audience Seating
'
.
V- ):
12 61 13 - Upholstered Audience Seating 12 61 13.13 Auditorium Chairs 0010 2000
AUDITORIUM CHAIRS All
veneer construction
2 Carp
22
.727
Fa.
227
33.50
260.50
300
2200
Veneer back, padded seat
22
.727
237
33.50
270.50
315
2350
Fully upholstered, spring seat
22
.727
237
33.50
270.50
315
2450
For tablet arms, add
66.50
66.50
73
2500
For
29.50
29.50
32.50
fire
retardancy, CATB-1 33, add
12 61 13.23 Lecture 0010 1000 1200
Hall Seating
LECTURE HALL SEATING Pedestal type,
minimum
Maximum
2 Carp
22
.727
ft
14.50
1.103
Fa.
"
187
33.50
220.50
258
480
50.50
530.50
610
435
12 63 Stadium and Arena Seatins 12 63 13 - Stadium and Arena Bench Seating 12 63 13.13 Bleachers 0010 3000
Labor-
Hours
2014 Bare Unit
Material
manual
to
1
5
tier,
minimum
F-5
6 to
20
tier,
3600
21 to 30
For integral
tier,
in
.492
Seat
90.50
23
113.50
135
136
24.50
160.50
187
.533
217
24.50
241.50
277
55
.582
271
27
298
340
50
.640
226
29.50
255.50
295
L
40
.800
299
37
336
385
2 Elec
300
.053
45
2.85
47.85
54.50
250
.064
72.50
3.41
75.91
84.50
2
12
minimum
power operotion, odd, minimum
Benches, folding,
65
t
wall,
'
14' table, 2 benches
L-4
‘Set
765
515
1,280
^
12 67 Pews and Benches 12
O&P
.533
Maximum
4000
IncI
60
Maximum
3700
Total
60 minimum
Maximum
3400
Total
Costs
Equipment
'
Maximum 1
Labor >
Telescoping,
3300
5000
Doily
Output
BLEACHERS
3100
3900
Crew
1,650
§
6713 - Pews
12 67 13.13 Sanctuary Pews 0010 1500
SANCTUARY PEWS Bench type, hardwood, minimum
20
.400
15
.533
L.F.
Interior Planters
12 92 33 - Interior Planters 12 92 33.10 Planters
93.50
185 22
For kneeler, add
12 92
436
Carp "
Maximum
1550 1570
1
and
Artificial Plants
18.35
111.85
132
24.50
209.50
242
22
24.50
12 93 Site Furnishings 12 93 23 “ Trash and Utter Receptacles 12 92123.10 Trash Receptacles 0010
TRASH RECEPTACLES
0020
Fiberglass, 2' square,
18" high
Daily
Labor-
Crew
Output
Hours
Unit
2 Clob
30
.533
Ea.
550
19.55
569.55
635
30
.533
780
19.55
799.55
885
30
.533
465
19.55
484.55
540
30
.533
520
539.55
600
5
3.200
500
117
617
730
5
3.200
575
117
692
810
5
3.200
1,925
117
2,042
2,275
2' square, 2 '-6" high
0100
Circular, 2' diameter,
0300
18" high
2' diameter, 2 '-6" high
0400 0500
32
Recycled plastic, var colors, round,
gal.,
28"
38" H
x
m
32gol.,31"x32"H
0510
2014 Bare Moteriol
Labor
19.55
Totol
Costs
Equipment
Total
.
IndO&P
,
12 93 23.20 Trash Closure 0010 0020
TRASH CLOSURE 2 '-3" wide, 4 '-7" high, 6 '-2" long Steel with pullover cover,
10'-1"long
0100 0300
2 Clab
Wood, 10' wide, 6' high, 10' long
Ea.
4
4
2,375
147
2,522
2,850
1.20
13.333
1,725
490
2,215
2,625
15
1.067
620
39
10
1.600
1,550
12 93 33 - Manufactured Planters 12 93 33.10 Planters 0010 0012
PLANTERS Concrete, sandblasted, precast,
0100 0300
36"
0320
33"
0335
24"
0340
60"
0400
60"
0600
Square,
36"
high
36"
diameter,
24"
high
27"
24"
2 Clab
high
high
high
Ea.
58.50
1.067
710
39
749
840
1.333
710
49
759
855
15
1.067
755
39
794
890
415
39
diameter,
36"
high
15
1.067
diameter,
39"
high
8
2
1,250
diameter,
24"
high
10
1.600
1,100
15
1.067
605
39
644
730
1.333
660
49
709
805
24"
36"
side,
high
1,500
58.50
1,158.50
1,300
27"
high
12
0620
side,
16" high
20
.800
315
29.50
0700
48"
side,
36"
15
1.067
995
39
5
3.200
1,750
5
3.200
2,175
15
1.067
1,375
10
1.600
10
1.600
5
3.200
3,225
5
3.200
Planter/bench,
1200
squore,
Wood, square, 48"
1300
Circular,
48"
72"
1500
72"
27"
high
high
24"
side,
diameter,
diameter,
36"
square,
30"
high
30"
high
high
Planter/bench, 72"
1600
520
1,323.50
side,
high
454
73.50
24"
96"
740 1,800
15
24"
1000
659 1,608.50
12
0610
0900
;
diameter,
diameter,
0330
diameter,
V
Fluted, precast,
Fiberglass, circular,
48"
344.50
390
1,034
1,150
117
1,867
2,100
117
2,292
2,575
39
1,414
1,575
965
58.50
1,023.50
1,150
1,700
58.50
1,758.50
1,975
117
3,342
3,700
580
117
697
815
147
1,082
1,250
12 93 43 ~ Site Seating and Tables 12 93 43.13 Site Seating 0010 0012
SITE
SEATING
0630 0800
4' long
3" X 8" wood plank, 4' long 8' long Backless, 4" x 4" wood plank, 4' square
8' long
Aluminum
pedestals, with backs,
aluminum
slats,
8' long
15' long
0610 0620
rails,
8' long
0550 0600
w/backs, 2" x 3" wood
Steel barstock pedestals
0530 0540
2 Clab
8' long
0510
0520
4' long
one piece, 4' long
Fiberglass, without back,
0400 0500
rails,
8' long
0100 0300
wood
Seating, benches, park, precast cone., w/backs,
Portable,
oluminum
slats,
8' long
15' long Cast iron pedestals, back
&
arms,
wood
slats,
4' long J1
Ea.
4
4
935
10
1.600
605
58.50
780
84
7
2.286
10
1.600
7
2.286
663.50
864
760
990
1,100
58.50
1,158.50
1,300
1,400
84
1,484
1,675
10
1.600
1,175
58.50
1,233.50
1,400
7
2.286
1,450
84
1,534
1,725
10
1.600
920
58.50
7
2.286
990
84
8
2
470
5
3.200
955
8
2
455
5
3.200
550
8
2
415
73.50
117 73.50
117 73.50
978.50 1,074
543.50 1,072
1,125 1,225
630 1,225
528.50
615
667
785
488.50
575
1 f
437
12 93 Site Furmshings 12 93 43 - Site Seating and Tables r Daily
Labor-
Output
Hours
Unit
5
3.200
Ea.
8
2
2014 Bare
Total
Costs
1 ;
12 93 43.13 Site Seating 8' long
0820 0840
Backless,
700
438
wood
2 Clab
slats,
4 '
long
8' long
0860 1
Crew
5
0 Steel frame,
fir
seat,
1
'
long
lO
3.200 ' 1.
600
Material
920 580 l,l50
345
Labor
117 73.50
117 58.50
Equipment
Total
1,037
653.50 1,267
403.50
!
Ind
O&P 1,200
755 1,425
465
!
1 ]
Estimating Tips General •
pre-engineered buildings to be
the pre-engineered building
The items and systems
Utility supply
in
a
common
where essential items or pieces of equipment can be missed or overlooked due to the fact that each subcontractor
and installed as a unit by one
more subcontractors. The estimator must ensure that all parties are operating from the same set of specifications and or
assumptions, and that
is
area
estimated, purchased, supplied,
may
feel it is another's
responsibility.
items which
all
may
be supplied
as part of a package but
by
others,
and ensure
installed
more common
installation. Conversely, the
that the installing contractor's
ones, such as
overlooked for the very reason
assumes nobody could miss them. The that everyone
at the interface
systems.
The estimator must
anchor
bolts, nuts,
are estimated
No part
and washers
and included
for
Here again, the estimator must have a clear understanding of
work and
all
the necessary
interfaces.
Reference numbers are
different subcontractors,
shaded boxes
resulting in an inflated overall
some major classifications. These numbers refer to related items in the Reference Section. The
at the
shown
Structures
an estimating procedure, an alternate pricing method, or
The foundations and and
electrical,
floor slab,
mechanical
should be
work
is
required for the assembly and erection of the structure.
of this publication may be repioduced, stored in a retrieval system, or transmitted in any form by any means without prior written permission of RSMeans, a division of Reed Construction Data.
in
beginning of
reference information
estimated, as this
ensure, for instance, that
also
items are not costed by two
as well as rough
between
must
be included by the estimator.
13 30 00 Special •
is
such as windows and doors with their related
features,
Reference Numbers
Another area where problems can develop in this division
reference section. Additional
estimator must also ensure that
estimate.
estimator should be the central
systems are complete.
design parameters stated in the
estimate includes the cost of
excavation or a crane, are
all
as a shell. Pricing is
the scope of each portion of the
and will be provided. Many times the complex items and systems are covered, but the
focus and be able to ensure that
comes
based on the size and structural
structural framing,
The estimator
should also be aware of certain
necessary items are estimated
or
Generally, as noted in the book,
bolted to their foundations.
this division are usually
•
the air-supported structures and
may
be
technical information.
Note: Not
all
subdivisions listed
here necessarily appear in this publication.
Common Work Results for Special
13 05
Construction
13 05 05 - Selective Special Construction Demolition
|
Daily
Labor-
Output
Hours
2014 Bare
Total
Costs
i]j
"
13 05 05.10 Selective Demolition, Air Supported Structures
Crew
Unit
Material
Equipment
Labor
InclO&P
Total
'1
0010 0020
0050 0100
SELECTIVE DEMOLITION, AIR SUPPORTED STRUCTURES Tank covers, scrim,
w/hdwe., blower &
dbl. layer, vinyl poly
controls
Round and rectangular
Warehouse
B-2
9000
.004
4Clab
9000
.004
5000
.006
8Clab
20000
4 Clob
5000
R0241 19-10
S
F.
.16
.16
.25
Fir.
.13
.13
.20
.23
.23
.36
.003
.12
.12
.18
.006
.23
.23
.36
.003
.12
.12
.18
.
structures
0120
Poly/vinyl fabric,
0150
Reinforced vinyl, 12 oz.,
28
0200
12,000
0250
Tedlor vinyl fabric,
0300
12,000
oz., incl. tension cables
24,000
to
28
3000
&
inflation
system
S.F.
S.F.
oz. w/liner, to
3000
S.F.
SF
,
i
;
24,000
to
8
S.F.
Gab 20000
'
1.
0350
Greenhouse/shelter,
0400
3000
0450
12,000
woven polyethylene with
S.F.
24,000
to
S.F.
0500
Tennis/gymnasium, poly/vinyl
0600
Stadium/convention center,
0700
Doors,
0720 0750
«
liner
air lock,
fabric,
28
oz., incl.
thermal
liner
teflon coated fiberglass, incl. thermal liner
4 Gob
5000
.006
.23
.23
.36
8 Gab
20000
.003
.12
.12
.18
4 Gab
9000
.004
.13
.13
.20
9
15' long, 10' x 10'
Gab 40000 1.50
2 Carp
15'xl5' Revolving personnel door, 6' diam. x 6 '-6" high
SF
Fir.
.002
10.667
.07 Fa.
.07
490
.10
490
755
.80
20
915
915
1,425
1.50
10.667
490
490
755
400
.040
3.20
10
2.30
13 05 05.20 Selective Demolition, Garden Houses 0010 0020
SELECTIVE DEMOLITION, Prefab,
wood,
GARDEN HOUSES
R0241 19 10
average
excl foundation,
2
Gab
SF
Fir.
1.47
1.47
2.26
13 05 05.25 Selective Demolition, Geodesic Domes 0010
0050
DOMES
SELECTIVE DEMOLITION, GEODESIC
plywood panels, 30' diameter
Shell only, interlocking
F-5
465
465
715
13.913
645
645
995
2
16
740
740
1,150
2.20
18.182
850
300
1,150
1,625
Ea.
0060
34' diameter
0070
39' diameter
0080
45' diameter
0090
55' diameter
2
20
935
330
1,265
1,800
0100
60' diameter
2
20
935
330
1,265
1,800
0110
65' diameter
1.60
25
1,175
415
F-3
-
2,250
—1,590
1
13 05 05.30 Selective Demolition, Greenhouses 0010 0020
SELECTIVE DEMOLITION,
GREENHOUSES
Resi-type, free standing, excl. foundations, 9' long x 8'
ir
R024119 10 wide
2
Gab
160
.100
SF
Fir.
3.67
3.67
5.65
0030
9' long X
wide
170
.094
3.45
3.45
5.30
0040
9' long X 14' wide
220
.073
2.67
2.67
4.11
0050
9' long X 17' wide
320
.050
1.83
1.83
2.83
0060
Lean-to type, 4' wide
64
.250
9.15
9.15
14.15
120
.133
7' wide
0070 0080
Geodesic hemisphere,
1
/8"
plexiglass glazing, 8' diam.
24' diam.
0090
48' diam.
0100
4
4
.80
20
.40
40
2550
.022
7 Ea.
4.89
4.89
7.55
226
147
147
735
735
1,125
1,475
2,250
1,475
13 05 05.35 Selective Demolition, Hangars 0010 0020
SELECTIVE DEMOLITION,
HANGARS
T type hangars, prefab, steel
,
galv roof
&
E-2
walls, incl doors, excl fndtn
SFFIr.
.60
1.10
2.53
1.70 1
0030
Circular type, prefab, steel frame, plastic skin, incl foundation,
80' diam
"
.50
112
Total
ICIob
16
.500
Ea.
16
.500
3,050
5,625
8,675
i
12,900
13 05 05.45 Selective Demolition, Lightning Protection 001 0
SELECTIVE DEMOLITION, LIGHTNING PROTECTION
&
0020
Air
0030
1/2" diam.
terminal
base, copper,
3/8"
diam. x 10", to 75' h
X 12", over 75' h
0050
Aluminum,
0060
5/8"
1
/2"
diom. x
1
18.35
18.35
18.35
18.35
28.50 28.50 j
2", to 75' h
/
diom. x 12", over 75' h
16
.500
18.35
18.35
r
28.50
16
.500
18.35
18.35;
28.50
1
0070
Cable, copper,
220
lb.
per thousand feet, to 75' high
:
^
440
!
640
.013
L.F.
.46
.
.46! 1
.71
:
0
13 05
Common Work Results for Special
Construction
l
13 05 05 - Selective Special Construction Demolition 13 05 05.45 Selective Demolition, Lightning Protection 0080
375
!1
0100
0110
per thousand feet, over 75' high
lb.
Aluminum, 101
0090
99
1
Arrester,
lb.
1
Clab
per thousand feet, to 75' high
per thousand feet,
lb.
175 VAC,
650 V
0120
Crew
over 75' high
ground
to
AC, to ground
Daily
Labor-
Output
Hours
Unit
460
.017
LR
560
.014
480
.017
16
.500
13
.615
2014 Bare Material
Labor
i
Eo.
Total
Costs
Equipment
Totol
O&P
IncI
.64
.64
.98
.52
.52
.81
.61
.61
.94
18.35
18.35
28.50
22.50
22.50
35
n
13 05 05.50 Selective Demolition, Pre-Engineered Steel Buildings 0010 0500
SELECTIVE DEMOLITION, PRE-ENGINEERED STEEL BUILDINGS Pre-engd. steel bldgs., rigid frame, clear span
0550
3,500
to
7,500 S.R
0600
7,501
to
12,500 S.R
0650
12,500 S.R
0700
&
multi post, excl. salvage
L-10
or greater
-
.024
1.24
.66
1.90
2.81
.016
.82
.44
1.26
1.88
1650
.015
.75
.40
1.15
1.70
8
4
SF
Fir.
components
Pre-engd. steel building
Entrance canopy, including frame 4' x 4'
0710
1000
1500
E-24
Ea.
202
93
295
450
231
107
338
510
r
4'x8'
0720 0730
HM
0740
Double leaf
0760
Gutter,
0770
Sash, single
0780
Skylight, fiberglass, to
0785
Roof vents,
0910
eave type slide,
double
circular,
1
slide or fixed
30 S.R
2"
to
24" diameter
Continuous, 10' long
0790 0900
2Skwk
doors, self froming, single leaf
Shelters,
4.571 2
5
3.200
600
.027
L.F.
1.26
1.26
24
.667
Ea.
31.50
31.50
49
47.50
47.50
73.50
63
63
97.50
94.50
94.50
16
1
12
1.333
8
2
2
8
94.50
94.50
151
147
234
151
1.95
147
aluminum frame
Acrylic glazing, 3'
x9' x8'
2Skwk
high
Ea.
380
380
585
505
505
780
ft
/f
9' X 12' X 8' high
0920
7
8
1.50
10.667
.18
177
.12
13 05 05.60 Selective Demolition, Silos 0010 0020
SELECTIVE DEMOLITION, SILOS Cone stave,
indstrl,
conical/sloping bott, excl fndtn, 12' diam., 35' h
0030
16' diam., 45' h
0040
25' diom., 75' h
0050
Steel, factory fabricated,
30,000
gal. cap, painted or
epoxy
E-24
lined
8,975
4,150
13,125
19,900
266
13,500
6,225
19,725
29.800
20,200
9,325
29,525
44.800
1,425
375
1,800
2,875
Ea.
.08
400
L-5
2
28
3 Carp
144
.167
128
120
no
.218
10
10
15.45
96
.250
11.45
11.45
17.70
430
.056
2.56
2.56
3.95
480
.050
2.29
2.29
3.54
430
.056
3.05
3.05
4.66
13 05 05.65 Selective Demolition, Sound Control 0010 0120
SELECTIVE DEMOLITION, 4"
Acoustical enclosure,
0130
10.5lb./S.F.
0140
Reverb chamber,
SOUND CONTROL
thick walls
parallel walls,
&
4"
4"
Skewed
walls, parallel roof,
0160
Skewed
walls/roof, 4" layer/air space
thick
Sound-absorbing panels, pointed metal, 2 '-6" x 8', under 1,000 S.R
0180
0190
1
8 Ib./S.F.
thick
0150
0170
R024 1 1 9
ceiling panels,
Over 1,000 S.R
3 Shee
Flexible transparent curtain, clear
7.65
7.65
11.80
.188
8.60
8.60
13.25
.200
9.15
9.15
14.15
SF Surf
0192
50%
clear,
50% foam
430
.056
3.05
3.05
4.66
0194
25%
clear,
75% foam
430
.056
3.05
3.05
4.66
430
.056
3.05
3.05
4.66
4800
.003
.18
.18
.27
5600
.003
.15
.15
.23
7600
.002
.11
.11
.17
.10
.10
.15
7.35
7.35
11.30
6.10
6.10
9.45
0196 0200 0205
1
Ceiling
0210 0220
00% foam
Audio-masking
sys., inch speakers, ampifr., signal gnrtr.
mounted, 5,000 S.R
2 Elec
10,000 S.R Plenum mounted, 5,000 S.R
S.,F.
1'-
0230
10,000 S.R
8800
.002
200
.160
240
.133
13 05 05.70 Selective Demolition, Special Purpose Rooms 0010 0100
0110
SELECTIVE DEMOLITION, SPECIAL PURPOSE Audiometric rooms, under
Over
500 S.R
500 S.R
surface
ROOMS
|^0241
1
9
1
4 Carp
SF Surf
tt
surface
441
Common Work Results for Special
13 05
Construction
13 05 05 - Selective Special Construction Demolition 13 05 05.70 Selective Demolition, Special Purpose 0200
Clean rooms, 12' x 12' soft wall, class
Rooms
100
Crew 1
Carp
Daily
Labor-
Output
Hours
Unit
.30
26.667
Ea.
0210
Class
1
000
.30
26.667
0220
Class
10,000
.35
22.857
0230
Class
100,000
.35
22.857
220
.073
no
.145
4
4
140
.114
200
.040
400 500
450
.018
100
.160
0300
Darkrooms,
1r
complete, 8' high
shell
0310
12' high
0350
Dorkrooms doors,
0400
Music room, practice modular
0500
Refrigeration structures
0510
mini-cylindrical, revolving
and
1r
/8" 1
Fiberglass panels,
4"
1
/2"
thick
1
Clab
thick
Ceiling finish, polystyrene plastic,
0540
1
SF
r
Fir.
Total
IncI
O&P
1,225
1,225
1,875
1,225
1,225
1,875
1,050
1,050
1,625
1,050
1,050
1,625
3.33
3.33
5.15
6.65
6.65
10.30
183
Ea.
SF
Total
Costs
Equipment
183
283
5.25
5.25
8.10
1.47
1.47
2.26
.020
.73
.73
1.13
.016
.59
.59
.90
.65
.65
1.01
7.35
7.35
11.30 7.10
Surf
finishes
Wall finish, 2 coat portland cement plaster,
0520 0530
2 Carp
2014 Bare Lobor
Material
1" to 2" thick
thick
r
walk-in, 7 '-6" high, 6' x 6'
•
S
F.
f
0550
Refrigerotor, prefab
0560
lO'xlO'OD
160
.100
4.59
4.59
0570
0verl50S.F.
200
.080
3.67
3.67
5.65
120
.133
6.10
6.10
9.45
140
.114
5.25
5.25
8.10
175
.091
4.19
4.19
6.45
220
.073
3.33
3.33
5.15
250
.064
2.93
2.93
4.53
2.20
3.636
2.20
3.636
1.80 1.60
0600
Sauna, prefabricated, including heater
0610
To40S.F.
0620
To
60
0630
To
100
S.F.
0640
To
130
S.F.
&
controls,
Steam
0660
To
300
C.F.
0670
Steam
bath,
comm,
0680
To
0690
Steam
bath,
high, to
30
2 Carp
S.F.
'1
bath, heater, timer, head, single, to
2500
V
00
S.F.
0650
0700
aluminum
1
40
C.F.
w/blow-down assembly,
size,
1
to
800
r
P urn
C.F.
C.F.
comm,
size, multiple, for motels, opts,
500
C.F.,
2 baths
1,000 C.F.,4baths
SF
Fir.
209
209
315
209
209
315
4.444
256
256
385
5
288
288
435
230
230
350
1r
330
330
495
Ea.
276
Ea.
2
4
1.40
5.714
Q-1
3
5.333
B-34P
2
12
B-34Q
2
12
580
640
1,220
1,575
B-34S
2
16
r
820
1,800
2,620
3,225
B-34P
2
12
Ea.
575
350
925
1,250
2 Clab
3
5.333
Ea.
195
195
300
117
181
1r
13 05 05.75 Selective Demolition, Storage Tanks 0010
0500
SELECTIVE DEMOLITION,
0510
Single wall,
0520
550
0530
5,000
0540
15,000
0600 0620
STORAGE TANKS
Steel tank, single wall, above ground, not
thru
275
gallon
2,000
gallon
thru
10,000
thru
thru
gallon incl.
fdn.,
pumps &
0030 0040 0050 0070 0080
Diving board, 16' long,
:
aluminum
Fiberglass
Ladders, heavy duty, stainless steel, 2 tread
4 tread Lifeguard chair, stainless steel, fixed
0100
Slide, tubular, fiberglass,
aluminum handrails &
8', curved
350
276
415
925
1,250
Equip
meter
0090
0110
P^l
Diving stand, stainless steel, 3 meter
1
575
piping
gallon
13 05J)5.85 Selective Demolition, Swimming 0010 SELECTIVE DEMOLITION, SWIMMING POOL EQUIP 0020
or piping
gallon
30,000
2,000
pumps
R0241 19-10
Steel tank, double wall, above ground not
500
incl. fdn.,
ladder, 5', straight
5
3.200
117
5.40
2.963
109
109
168
5.40
2.963
109
109
168
14
1.143
42
42
64.50 75.50
12
1.333
49
49
5
3.200
117
117
181
4
4
147
147
226
6
2.667
97.50
97.50
151
; '
0120
10', curved
0130
12'
straight, with platform
0140
Removable access ramp,
0150
Removable
442
stainless steel
stairs, stainless steel, collapsible
3
5.333
195
195
300
2.50
6.400
235
235
360
4
4
147
147
226
4
4
147
147
1
Lj
i
226 1
0
X
13 05
Common Work Results for Special
Construction
13 05 05 - Selective Special Construction Demolition 13 05 05.90 Selective Demolition, Tension Structures
Crew
Daily
Labor-
Output
Hours
2014 Bore Material
Unit
Costs Total
Steel/olum. frame, fobric
0020 0030
1
80'
0040
0060 0070
6,000
clear span,
1
B-41
S.F.
S.F.
20,800
clear span,
100'
0050
2,000
60'
shell,
clear span,
26,000
S.F.
36,000
S.F.
S.F.
10,000
O&P
Ind
i
SELECTIVE DEMOLITION, TENSION STRUCTURES
0010
Total
1
Equipment
Labor
L-5
S.F.
1
2000
.022
.83
.15
.98;
1.45
2200
.020
.76
.13
.891
1.32
2440
.018
.68
.12
.80
1.18
4350
.013
.66
.17
.83
1.33
4600
.012
.62
.16
.78
1.26
5000
.011
.57
.15
.72
1.15
4.80
1.667
SFFIr.
i
13 05 05.95 Selective Demo, X-Ray/Radio Freq Protection SELECTIVE DEMO,
001 0
0020
X-RAY/RADIO FREQ PROTECTION
Shielding lead, lined door frame, excl. hdwe.,
1
/1
6"
thick
1
Clab
61
Ea.
94.50
61 ;
0030
Lead sheets,
1/16"
0040
1/8"
0050
Lead shielding,
1/2"
0060 0070
thick
R024 1
1
2Clab
9-1
thick
1/4"
thick
thick
1/4"
Lead glass,
2.0
thick,
mm
LE,
1
2" x
6" 2 GIaz
1
270
.059
2.17
2.17!
3.35
240
.067
2.44
2 44
3.77
270
.059
2.17
2.17
240
.067
V
16
1
Ea.
S.F.
2.44
2.44
24"x36"
8
2
88
88
0090
36"
60"
4
4
176
176
4
4
176
176
0100
Lead glass window frame, with
0110
Lead glass
window frame, 24"
0120
Lead gypsum board,
1
/1 6"
lead
&
voice passage,
36"
x
60"
3.35 3.77
44
44
0080
X
!
.
67
134
268
^
268 j1
x
36"
8
2
320
.050
134
88
88
:
5/8"
thick with
1/16"
2 Clab
lead
1.83:
1.83
S.F.
2.83
,
0130
1/8"
0140
1/32"
lead lead
280
.057
2.09
2.09
400
.040
1.47
1.47
3.23 2.26 j
0150
Butt joints,
1
/8"
leod or thicker, 2" x 7' long batten strip
480
.033
1.22
1.22
Ea.
1.88 1
0160
X-ray protection, average radiography room, up to
0170
300
S.F.,
1
/1
6"
lead,
min
Maximum
.50
32
1,175
1,175
.30
53.333
1,950
1,950
.20
80
2,925
2,925
.12
133
4,875
4,875
360
.044
310
.052
290
.055
Total
1
1,800
3,025 j
0180
Deep therapy X-roy room, 250 kV cap, up
300
S.F.,
1
/4"
leod,
min
Maximum
0190 0880
Radio frequency shielding, prefab or screen-type copper or steel,
0890 0895
to
minimum
Average
1
Maximum
^
SFSurf
-
1.63
1.63
1.89
1.89
2.02
2.02
:
4,525 7,550
i
1
2.51
2.92 3.12 1
13 11 Swimming Pools 1311 13 - Below-Gradc Swimming Pools 1311 13.50 Swimming Pools 00 1 0
0020
SWIMMING POOLS
Residential in-ground, vinyl lined, concrete
Sides including equipment, sand bottom
0100
Metal or polystyrene sides
0200
Add
0500 0600
for vermiculite
R1 3
30' pool
0720
16'
32' pool
0750
20'
40' pool
3-20
300
.187
B-14
410
.117
SF Surf
bottom
21.50
7.95
1.98
31.43
38
17.75
4.53
.89
23.17
27.50
1.35
1.49
1.35
Gunite bottom and sides, white plaster finish
12'
1 1 1
B-52
,
1i
B-52
145
.386
SFSurf
155
.361
i
250
.224
B-52
80
.700
SFSurf
.589
1
!
60.01
73
3.84
54.69
66.50
2.38
43.88
52
39.50
16.40
4.11
35.50
15.35 9.50
i
0810
Concrete bottom and sides,
32
tile finish !i
0820
12' X 30' pool
0830
16' X 32' pool
95
0840
20' x40' pool
V
130
.431
B-52
115
.487
SF
B-52
100
.560
SFSurf
1100 1150 1200 1250
Motel, gunite with plaster finish, inch capacity filtration
&
40
30
7.45
77.45
97.50
33
25
6.25
64.25
82
26.50
18.30
4.58
49.38
62
48.50
20.50
5.20
74.20
90.50
63
24
5.95
92.95
'
'
medium
chlorination
Surf:
Municipal, gunite with plaster finish, inch high capacity filtration
&
chlorination
113
443
,
}
’
13 11 Swimmins Pools 1311 13 - Below-Grade Swimming Pools
|
Daily
Labor-
Output
Hours
2014 Bare
Total
Costs
[
1311 13.50 Swimming Pools
Crew
1350
Add
for
1360
Add
for stainless steel gutters
1600 1700 1800
'
Unit
formed gutters
L. F.
Material
Labor
Equipment
92.50
Total
IncI
92.50
O&P
102
'
274
and deck equipment
Deck equipment,
rule af
only, as
thumb, 20'
% of total
Total
40' poal
SF Pool
x
300
•
23 52 28.10
For water heating system, see Section Filtrotion
274
20%
20%
1.18
1.30
1.73
1.90
'
1900
3000
5000S.F.paol
+ 3
Painting pools, preparation
coats,
20'
x
40'
pool,
epoxy
2 Pord
.33
48.485
.33
48.485
1,325
1,925
3,250
4,325
.14
171
7,500
6,775
14,275
18,500
.14
171
5,450
6,775
12,225
16,200
Total
1,775
1,925
3,700
4,825
'
3100
3500
Rubber base
42' X 82'
paint,
75
pool,
1
8 gallons
gollons,
epoxy paint
3 Pord /f
3600
Rubber base paint
'
13 11 46 - Swimming Pool Accessories 1311 46.50 Swimming Pool Equipment 0010
0020 0300 0600
SWIMMING POOL EQUIPMENT Diving stand, stainless steel, 3 meter 1
Diving boards, 16' long, aluminum
0700 0800
1500 1800 1900
2100 2200
1,825
16,325
18,700
8,825
272
9,097
10,100
3,975
272
4,247
4,775
5.926
3,200
272
3,472
3,950
2.70
5.926
3,900
272
4,172
4,725
2.70
5.926
3,100
272
3,372
3,825
7
2.286
775
105
880
1,025
6
2.667
1,050
122
1,172
1,350
2.70
5.926
3,150
272
3,422
3,875
2,725
3,000
1
8
335
425
760
1,000
1
8
293
425
718
960
1
8
300
425
725
970
3Clob
1800
.013
3Clab
3200 3000
Ladders, heavy duty, stainless steel, 2 tread
4 tread Lifeguard chair, stainless steel, fixed
1r
2,725
Portable Lights, underwater,
1
1
0
500
volt,
2
1
volt,
1
Flee
r
>
Maximum Seoled
bubble polyethylene solar blanket,
air
Slides, tubular, fiberglass,
aluminum handrails &
1
.008
.41
.29
.70
.90
.24
.26
1.60
10
3
5.333
3400
10 '-0", curved
1
16
3420
12'-0", straight with platform
1.20
13.333
4500
mavable pool bottom,
72
.500
Hydraulic
4520 4600
lift,
Under Faur
mm
1
,000
S.F.
area
.24
Ea.
r
3,400
460
3,860
4,450
6,750
245
6,995
7,800
21,800
735
22,535
25,100
13,400
610
14,010
15,600
130
21
151
177
105
13.80
118.80
138
ram L-9 //
lift,
.65
.27
8'-0", curved
1r
9.65
.48
.21
3320
single
8.75 .008
F.
1 2 Carp
1.14
.49
6 mils
lodder, 5'-0", straight
.84
.35
S
electric
Vinyl water tube
3200
r
23 52 28.10
3000
Automatic,
300 watt
cutoff type
Pool covers, reinforced vinyl
3050
with transformer,
watt, standard
Law water Heaters, see Sectian
3300
14,500
Fa.
5.926
Fiberglass
2800
3250
40 5.926
2.70
14' lang, aluminum
2400
3100
.40
2.70
2.70
Fiberglass
0850 1200
2 Carp
meter
over 1,000 S.F.
S
F.
f
109
.330
!
j
5000
Removable access ramp,
stainless steel
2Clab
2
8
Fa.
5,800
6,093
293 i
444
6,825
.
113
17 Tubs and Pools
13 17 33 - Whirlpool Tubs 13 17 33.10 Whirlpool Bath WHIRLPOOL BATH 0010 Whirlpool, both with vented overflow,
6000
66" X 36"
6100
molded
Labor-
Output
Hours
Unit
Q-1
1
16
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
fiberglass
24"
X
Daily
Crew
3,325
830
4,155
4,900
575,000
575,000
632,500
650,000
650,000
715,000
13 18 13 - Ice Rink Floor Systems 131813.50 OOlO
ICE
0020
Ice Skating
SKATING &
coils
Equipment
85' x 200'
concrete slab,
55° system, 5 mos., 100
0300
&
cooling
rink
ton
90° system, 12 mos., 135
0700
plumbing
inch refrigeration,
Total //
ton
1200
Subsoil heating system (recycled from compressor), 85' x 200'
1300
Subsoil insulotion, 2
131816 1318 16.50 0010 1000
ICE
lb.
polystyrene with vapor barrier, 85' x
200'
Q-7
.27
118
2 Carp
.14
114
F-5
.06
533
40,000
6,600
46,600
54,000
30,000
5,250
35,250
41,100
Ea.
135,000
24,700
159,700
186,500
533
"
155,000
24,700
179,700
208,500
.18
44.444
Ea.
Ea.
"
Ice Rink Dasher Boards
Ice Rink Dasher Boards
RINK DASHER BOARDS Dasher boards,
1
/2"
H.D. polyethylene faced steel frame, 3' acrylic
200'
screen at sides, 5' acrylic ends, 85' x
1020 1100
Fiberglass
& aluminum
same
construction,
sides
"
and ends
.06
13 21 Controlled Environment Rooms 13 21 13 - Clean Rooms 13 21 13.50 Clean 00 1 0
1100
CLEAN
Room Components
ROOM COMPONENTS 2
2 Clean room, soft wall,
1
'
x
1
',
Class
1
00
1
Carp
17,200
2,050
19,250
22,200
1110
Class
1,000
.18
44.444
14,000
2,050
16,050
18,600
1120
Class
10,000
.21
38.095
12,400
1,750
14,150
16,300
1130
Class
100,000
.21
38.095
11,600
1,750
13,350
15,500
4
2800
Ceiling grid support, slotted channel struts
3000
Ceiling panel, vinyl coated foil
3020
4000
6000 6040 6100
6140 6200 6240
Clips,
HEPA
filter,
50
L.F./gol.
one per panel
Carp
150
.053
240
.033
6" deep
99.99%
skirted
efficient,
6" deep
99.999%
eff.,
3" dp beveled frame
skirted
skirted
(silicone seal)
(silicone seal)
frame (channel seal)
3" deep beveled frame frame (channel
Polyester cooted aluminum, particle board
aluminum,
particle
(silicone seal)
seal)
Wall panel systems, including channel strut framing
Porcelain coated
1.27
1.40
.34
2.79
4.14
.12
1.53
1.65
2.49
/t
frame (channel seal)
3" deep beveled frame
efficient,
6" deep
IF.
.99
Ea.
99.97%
7020
7400
1
sided adhesive tape
2' x 4',
6.50
2.45
S.F.
1
ft
Two
5.90
S.F.
Sealed, non-perforated
7000
7100
way
on mineral substrate
Ceiling panel seal, silicone sealant,
4100 4200
4'-0" O.C., ea.
1f
S.F.
board
Wall panel support, slotted channel struts, to
1
2' high 1
.99
1.09
480
480
420
420
460
555
555
610
435
435
475
625
625
690
450
450
495
530
18.20
20
32
35
16.35
18
445
13 21 Controlled Environment Rooms 13 21 26 - Cold Storage Rooms 13 21 26.50 Refrigeration
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Lobor
Total
Costs
Equipment
Total
IncI
O&P
0010
j
i
•
REFRIGERATION li
2"
4"
0020
Curbs,
1000
Doors, see Section
2400
Finishes, 2 coot portlond
1
high,
thick, concrete
2 Carp
58
.276
L
F.
4.94
12.65
17.59
25
•!
1
08 34 13.10 cement
plaster,
/2"
1
thick
1
Plas
48
.167
S.F.
1.36
7
8.36
12.05
; ’
2500
For galvanized reinforcing mesh, add
1
L ath
335
.024
.90
.97
1.87
2700
3/1 6"
1
Plas
88
.091
2.31
3.81
6.12
8.30
2900
For glass cloth reinforced ceilings, add
450
.018
.55
.75
1.30
1.73
3100
Fiberglass panels,
.054
3.06
2.45
5.51
7.15
3200
Polystyrene, plastic finish ceiling, 1" thick
.029^
2.83
1.34
4.17
5.20
thick latex
2.42* '
cement
t
1
/8"
thick
1
Carp 149.45
274
:
3400
2"
thick
274
.029
3.23
1.34
4.57
5.60
.
3500
4"
thick
219
.037
3.57
1.67
5.24
6.50
H
93
.086
1.29
3.79
5.08
7
3
85
.094
2.01
4.15
6.16
8.35
3800
Floors, concrete,
6"
3900 4000
thick
1
Cefi t
thick
l"to 6"
Insulation,
4"
thick, cork
r
B
1.30
1.30
1.43
4100
Urethane
.51
.51
.56
4300
Polystyrene, regular
.52
.52
4400
Bead board
.24
.24
.26
Installation of
4700
Wall and ceiling juncture
5000 5200
above, add per layer
Partitions, galvanized
Aluminum
;
^ Xr
4600
4900
F.
^
2 Carp
sandwich panels, 4"
'
657.60
.024
S.F.
298.90
.054
219.20
.073
219.20
.073
.43
1.12
1.55
2.19
L. F.
2.11
2.45
4.56
6.10
S.F.
8.85
3.35
12.20
14.90
9.70
3.35
13.05
15.80
^
’
thick, stock
7
or fiberglass
--
Prefab walk-in, 7 '-6" high, aluminum, inch refrigeration, door
&
\
floor k
not inch partitions, 6' x 6'
5210
2 Carp
54.80
.292
SF
Fir.
158
13.40
171.40
195
5500
lO'xlO'
82.20
.195
127
8.90
135.90
154
5700
12'xl4'
109.60
.146
114
6.70
120.70
136
109.60
.146
6.70
106.20
119
5800
12'x20'
6100
For 8 '-6" high, add
6300 6400
6600
thumb
Rule of
units,
w/o
doors
&
refrigeration, cooler
Slat shelf type
2 Carp
\7
Vapor
barrier,
146
.110
143
5
148
166
.146
170
6.70
176.70
196
360
.044
375
.043
1644
.010
1315
.012
f
SF
Hor.
1r
on wood walls
2 Carp
9
109.60
For stainless steel shelving, add
12.55
2.04
14.59
16.95
15.50
1.96
17.46
20
.19
.45
.64
.90
.47
.56
1.03
1.38
300%
S.F.
/
7200 7500
complete
Shelving, plated or galvanized, steel wire type
6900
99.50
\
5%
Freezer
6700
7000
for
1r
i
On masonry For
air curtain
13 21 48
walls
doors, see Section
23 34 33.10
Sound-Conditioned Rooms
“•
13 21 48.10 Anechoic Chambers 0010
ANECHOIC CHAMBERS
01 00
0300
Area for pricing
200
is
Standard
units,
V
ceiling heights
net inside dimensions
cycles per second cutoff,
25
S.F. floor
SFFIr.
area
1,625
1,625
1,800
0400
50
S.F.
1,050
1,150
0600
75
S.F.
1,000
1,100
1,225
1,350
0700
100
1,225
S.F.
0900
For
1
50
cycles per second cutoff,
add
to
1
00
S.F.
room
30%
30%
000
For
1
00
cycles per second cutoff,
add
to
1
00
S.F.
room
45%
45%
1
13 21 48.15 Audiometric Rooms 0010 0020 0100
446
AUDIOMETRIC ROOMS Under 500 Over
500
S.F. surface
S.F. surface
4 Carp "
98
.327
SFSurf
52.50
14.95
67.45
80.50
50
12.25
62.25
74
"
120
.267
13 21 Controlled Environment Rooms 13 21 53 - Darkrooms 13 21 53.50 Darkrooms 0010 ‘
0020
Shell,
complete except
120S.F.
floor,
S.F. floor,
S.F.,
8' high
2 Carp
128
.125
2014 Bare Unit
Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
38.50
Fir.
5.75
44.25
51
64
.250
49
11.45
60.45
71.50
120
.133
28
6.10
34.10
40
60
.267
37.50
12.25
49.75
60.50
8' high
120
.133
20.50
6.10
26.60
32
60
.267
27.50
12.25
39.75
49
Mini-cylindrical, revolving, unlined, 4' diameter
3.50
4.571
\1 Ea.
!
1:
2,875
210
3,085
3,500
5,175
293
5,468
6,150
!
5 '-6" diameter
Add
SF
8' high
12' high
1400 1600
64
for door,
12' high
240
0900 1200
Haurs
1
12' high
0600 0800
Labor-
Output
DARKROOMS
0100 0500
Daily
Crew
1r
for lead lining, inner cylinder,
1
/32"
2.50
:
j
6.400
thick
1,650
1,650
1,825
4,450
4,450
4,875
3,050
3,050
3,375
6,825
6,825
7,500
i
1/1 6"
1700
j
thick !
1800
Add
for lead lining, inner
and outer
cylinder,
1
/32"
; 1
1/1 6"
1900
2000
]
thick
thick
1
k
For darkroom door, see Section
08 34 36.10 )
i
13 21 56 - Music Rooms 13 21 56.50 Music
Rooms [ 1
0010 0020 0100
MUSIC ROOMS Practice
room, modular, perforated
Over
500
steel,
under
500
2 Carp
S.F.
S.F.
70
.229
SFSurf
32
10.50
42.50
51.50
27
9.15
36.15
44
"
"
80
.200
L-7
13 24 Special Activity Rooms 13 24 16 - Saunas 13 24 16.50 Saunas and Heaters 0010
0020
SAUNAS AND HEATERS &
controls, 7' high, 6' x 4',
C/C
2.20
12.727
5,375
565
5,940
6,800
0050
6' X 4',
C/P
2
14
4,875
620
5,495
6,325
0400
6' X 5',
C/C
2
14
5,675
620
6,295
7,200
0450
6' X 5',
C/P
2
14
5,150
620
5,770
6,600
0600
6' X 6',
C/C
1.80
15.556
6,275
690
6,965
7,950
0650
6' X 6',
C/P
1.80
15.556
5,725
690
6,415
7,350
0800
6' X 9',
C/C
1.60
17.500
7,750
775
8,525
9,725
0850
6' X 9',
C/P
1.60
17.500
7,000
775
7,775
8,900
1000
8' X 12',
C/C
1.10
25.455
11,600
1,125
12,725
14,500
1050
8' X 12',
C/P
1.10
25.455
10,500
1,125
11,625
13,200
1200
8' X 8',
C/C
1.40
20
9,150
885
10,035
11,500
1250
8' X 8',
C/P
1.40
20
8,450
885
9,335
10,600
1400
8' X 10',
C/C
1.20
23.333
10,100
1,025
11,125
12,800
1450
8' X 10',
C/P
1.20
23.333
9,225
1,025
10,250
11,800
Prefabricated, inch heater
Ea.
1600
10' X 12', C/C
1
28
12,300
1,250
13,550
15,400
1650
iO'xl2',C/P
1
28
10,900
1,250
12,150
13,900
3.40
4.706
735
216
951
1,150
12
1.333
730
61
791
895
675
745
1700 1800
2500 2750 3000 3250
Door only, cedar, 2'x6', with
1
Prehung, inch jambs, pulls
'x4' tempered insulated glass window
300
1
200
675
C.F.
910
C.F.
Floor standing, to
To
f
& hardware
Heaters only (inch above), wall mounted, to To
2 Carp
,000
720
C.F.,
1
C.F.,
10,000
6,000 watts
watts, w/controls
1
Elec
3
2.667
3
2.667
"
7
910
1,000
2,900
142
3,042
3,425
3,700
142
3,842
4,300
447
13 24 Special Activity Rooms 13 24 26 - Steam Baths 13 24 26.50 Steam Baths and Components OOl 0
0020
Crew
Daily
Labor-
Output
Hours
2014 Bore Unit
Material
Total
Costs
ij
Equipment
Labor
Total 1
InclO&P
STEAM BATHS AND COMPONENTS Heater, timet
0500
To
&
head, single, to
300
1
40
C.F.
Plum
1
C.F.
1,450
385
7.273'
1,550
.90
8.889
7,350
1.20
6.667
1.10
Ea.
i
1,835
2,175
420
1,970
2,325
510
7,860
8,850
'
1
1000
Commercial
size, with
blow-down assembly,
to
800
C.F.
"'I
1500
To
2000
C.F.
w/blow-down assm., 500
Q-1
C.F.
.80
10
9,125
575
9,700
10,900
1.30
12.308
7,950
640
8,590
9,725
.70
22.857
10,700
1,175
11,875
13,600
3,600
3,950
6.05
6.65
7.70
8.45
1.91
2.10
2.15
2.37
"
2500 2700
2500
Multiple, motels, opts., 2 baths,
4 baths
‘
Conversion unit for residential tub, including door
-
3,600
r
13 28 Athletic and Recreational Special Construction 13 28 33 - Athletic
anci Recreational Court Walls
13 28 33.50 Sport Court 0010
SPORT COURT &
0020
Floors, No. 2
0100
Walls, laminated plastic
0150
25/32"
bonded
SF
thick
Fir.
SF Wall
to galv. steel studs
Lominated fiberglass surfacing, minimum
Maximum
0180 0300
better maple,
-
Squash, regulation court
in
existing building,
minimum
Court
36,800
36,800
40,400
41,000
41,000
45,000
//
0400
Maximum
0450
Rule of
thumb
0470
Walls
0500
Floor
for
components:
11,000
i.m
18,325
23,400
8,725
4,400
13,125
16,400
.15
160
.25
96
2 Elec
.60
26.667
2,100
1,425
3,525
4,425
C -1
.20
160
39,800
6,975
46,775
54,500
.10
320
43,100
13,900
57,000
69,000
.12
200
12,600
9,175
21,775
28,100
3 Carp
Court
/
0550
Lighting
0600
Handball, racquetball court
in
existing building,
minimum
r
Maximum
0800 0900
Rule of
thumb
for
3 Carp
components: walls
Floor
.25
96
8,725
4,400
13,125
16,400
1100
Ceiling
r
.33
72.727
4,200
3,325
7,525
9,775
1200
Lighting
lec
.60
26.667
2,200
1,425
3,625
4,550
1000
2
> r
13 31 Fabric Structures 13 31 13 - Air-Supported Fabric Structures 13 31 0010 0100
'
AIR SUPPORTED TANK COVERS,
Scrim, double layer, with hardware, blower, standby
Round, 75' diameter
0200
r
vinyl polyester
&
controls
i
B-2
4500
.009
0300
100' diameter
5000
.008
0400
150' diameter
5000
.008
0600 0700
10.20
.33
10.53
11.75
9.30
.30
9.60
10.65
7.35
8.55
.30
7.65
.33
23.33
26
4500
.009
23
30'x40'
4500
.009
23
.33
23.33
26
50'x60'
4500
.009
23
.33
23.33
26
Rectangular, 20' x 20'
0500
S.F.
r ..
0800
For single wall construction, deduct,
Maximum For
1100
maximum
.79
.87
2.33
2.33
2.56
1.14
resistance to atmosphere or cold, odd
For overage shipping charges, odd
.79
minimum
Total
I
1,975
1.14
1,975
1.25
2,175
448
.J
0
13 31 Fabric Structures 13 31 13 - Air-Supportcd Fabric Structures 13 31 13.13 Single-Walled Air-Supported Structures 0010
SINGLE-WALLED AIR-SUPPORTED STRUCTURES anchor placement and
0020
Site preporation, incl.
0030
For concrete, see Section
0050
Warehouse, polyester/vinyl
0060
Seams, tension
0070
5,000
0100
331
1
3
Labor-
Output
Hours
B-llB
1000
.016
SF
Fir.
4 Club
5000
.006
SF
Fir.
6000
2014 Bare Unit
Material
Total
Costs
Equipment
Labor
Total
Incl
O&P
1
utilities
1.16
.67
.30
2.13
2.63
03 30 53.40 fabric,
28
oz., over
&
cables, primary
personnel doors and
airlock,
R1
Daily
Crew
10
yr. life,
welded
auxiliary inflation system.
liner
S.F.
tf
0250
12,000
S.F.
0400
24,000
S.F.
0500
50,000
S.F.
8 Club
25
.23
25.23
28
.005
18
.20
18.20
20
12000
.005
12.65
.20
12.85
14.25
12500
.005
11.75
.19
11.94
13.20
3000
.011
12
.39
12.39
13.80
6000
.005
10.20
.20
10.40
11.55
12000
.005
8.65
.20
8.85
9.80 1.13
ft
0700
1
2 oz. reinforced
0710
vinyl fabric, 5 yr.
life,
sewn seams.
accordion door, including liner
3000
0750
4 Gab
S.F.
SF
Fir.
tt
0800
12,000
S.F.
0850
24,000
S.F.
8 Gab
0950
Deduct
for single layer
1.03
1.03
1000
Add
for
welded seoms
1.01
1.01
1.11
Add
for
double
2.08
2.08
2.29
1050 1250
Tedlar/vinyl fabric,
1260
layer,
28
welded seams included
oz., with liner, over
10
yr. life.
overhead and personnel doors
incl.
3000
1300
4 Gab
S.F.
tt
1450 1550 1700
2250 2260
12,000
S.F.
24,000
S.F.
Deduct
8
sewn seams,
liner,
2
12,000
S.F.
24,000
S.F.
8
including thermal
7,200
13,000
Gab
liner,
.005
13.30
.20
13.50
14.95
1.44
1.58
.011
6000
6.60
.39
6.99
7.85
.005
6.70
.20
6.90
7.70
.005
5.60
.20
5.80
6.45
.63
.69
SF
Fir.
fabric,
28
az., over
10
yr. life,
heat and lights
4 Gab
S.F.
S.F.
Over 24,000
8 Gab
S.F.
2860
For low temperoture conditions, add
2870
For average shipping charges, add
2900
Thermal
liner,
6000
.005
23.50
.20
23.70
26.50
6500
.005
18
.18
18.18
20
12000
.005
16.45
.20
16.65
18.35
1.14
1.25
SF
Fir.
1.14 Tatal
translucent reinforced vinyl
SF
*1
Fir.
5,600
5,600
6,150
1.14
1.14
1.25
2.33
2.33
2.56
tt
Metalized mylar fabric and mesh, double
Stadium/convention center, over
20
3100
yr. life, incl.
liner
teflon coated fiberglass,
thermal
liner
heavy weight.
and heoting system
Minimum
3110
9
Gab 26000
Maximum Doors, airlock, 15' long, 10' x 10'
2 Carp
.003
SF
Fir.
57.50
.10
57.60
63
68
.14
68.14
75
tt
19000
.004
.80
20
.50
32
Fa.
20,400
915
21,315
23,900
30,300
1,475
31,775
35,700
5,425
5,950
16,115
18,100
tt
15'xl5'
3600 3700
19.25
3000
Gab 12000
"
2850
3400
17.40
.63
Tennis/gymnasium, polyester/vinyl
2750
3060
.20
Deduct for single layer
2650
3050
17.20
yr. life.
4
2450
2950
.005
Fir.
1.44
S.F.
2350
2610
27.50
6000
Gab 12000
tt
2600
24.89
SF
including doors
3000
2550
.39
.011
for single layer
Greenhouse/shelter, woven polyethylene with
2300
24.50
3000
For each added 5' length, add
5,425 1
3900 4200 4300
Revolving personnel door, 6' diameter, 6 '-6" high
Double wall,
self supporting, shell only,
Maximum
minimum
2 Carp
.80
20
1
SF
Fir.
15,200
915
19.10
21
35.50
39
tt
449
X
13 31 Fabric Structures 13 31 23 - Tensioned Fabric Structures 13 31 23.50 Tension Structures
Crew
Daily
Labor-
Output
Hours
2014 Bare Material
Unit
Labor
Total
Costs
Equipment
InclO&P
Total
,
0010 0 1 00
TENSION STRUCTURES 60
Fabric sheii,
Li-
Rigid steei/aium. frame, vinyi coated poiy
cieor span, not inci. foundations or fioors
'
f
0200
6,000
0300
12,000
0400
80'
0410
100'
to
99'
S.F.
20,800
ciear span,
119'
to
26,000
S.F.
0450
36,000
S.F.
0460
120'
0470
1
50'
0480
200' dear span, 40,000
0500
Forroii-updoor, 12'
0600
For personnei doors, odd,
0700
S.F.
10,000
ciear span,
0430
S.F.
149'
ciear span,
24,000
S.F.
to
99'
ciear span,
30,000
S.F.
Add,
.044
:1100
.040
1220
.036
r
to
1
1000
B-41
S.F.
i
75. 026
21
L-5
SFFir.
13.80
1.67
i
.29
15.76
18.10
13.20
1.52
1
.27
14.99
17.20
13
1.37
.24
14.61
16.70
13.70
1.32
.34
15.36
17.70
2300
.024
12.75
1.25
.32
14.32
16.55
2500
.022
12.60
1.15
.30
14.05
16.15
3000
.019
13.90
.96
.25
15.11
17.20
14.45
.48
.12
15.05
16.80
17.75
.81
.23
18.79
21
'
,
f
S.F.
14',add
6000
:
.009 ,
E-6
8000
.016
L-2
1
16
^
r Fa.
minimum
SF
1
1
i
Fir.
5,500
645
6,145
7,050
5% 15%
maximum ;
0800
For site work, simpie foundation, etc., add,
0900
Add,
minimum
j
maximum
f
1.25
1.95
2.75
3.05
13 34 Fabricated Engineered Structures 13 34 13 - Glazed Structures 13 34 13.13 Greenhouses 0010
GREENHOUSES,
0020
Shell only, stock units, not inci. 2' stub walls.
foundation, floors, heat or compartments
7 '-6" wide Residential type, free standing, 8 '-6" long x
43.95
54
8.65
32.65
40
6.80
30.30
36.50
19.20
4.59
23.79
28
36.50
21.50
58
74
12.65
57.15
68.50
27.50
30
17.40
19.10
59
.271
0400
10 '-6" wide
85
.188
24
0600
13 '-6" wide
108
.148
23.50
0700
17'-0" wide
160
.100
34
.471
58
.276
44.50
0300
2 Carp
Lean-to type, 3'-10" wide
0900
6'-10" wide
1000
-L
SF
31.50
Fir.
i
12.45
\
1500
Commercial, custom, truss frame, inch equip., plumbing,
1510
benches and controls, under 2,000
1700
Over 5,000
Institutional,
2010
S.F.,
custom,
2400
Concealed
rigid
2550
S.F.,
S.F.,
SF
minimum
Fir.
minimum '
500
frame, under
Over 2,000
Maximum
2800
Lean-to type, under
45
49.50
35.50
35.50
39
11.70
11.70
12.90
59
59
65
S.F.,
minimum
minimum
500
S.F.,
3000
Over 2,000
S.F.,
minimum
Maximum
3050 For
1
/4" tempered
Cooling,
1
glass,
1r
7850 CFM For heaters,
lOMBH,
add
SF Surf
add
200 CFM exhaust
4000
90
no
62
68
72
79
72.50
minimum
Maximum
2850
82
100 •
S.F.,
2600
450
500
Maximum
2450
45
- r
Maximum
2200
17.25
30
.
frame, including compartments and
rigid
Over 2,000
15.70
27.50
15.70
minimum
Maximum
2150
4200
Fir.
17.401
multi-controls, under
2050
3900
SF
minimum
Maximum
1750
3700
1
Maximum
1550
2000
S.F.,
elec..
fan,
add
Ea.
1.34
80
109
120
40
44
66.50
73
1.34
1.47
289
289
320
995
995
1,100
209
209
230
^
13 34 Fabricated Engineered Structures 13 3413 - GlazecJ Structures 13 34 13.13 Greenhouses 4300 4500 4600 4800
Crew
[
Daily
Labor-
Output
Hours
2014 Bare Unit
60 MBH, add
Material
Ea.
For benches, 2' x 8', add
4' X 10', add
minimum
For confrols, odd,
Total
5100
For humidification equipment, add
5200
For vinyl shading,
InclO&P
Total
760
760
157
157
173
190
190
209
240
240
264
750
750
825
6000
Geodesic hemisphere,
6050
8' diameter
6150 6250
400
Ea.
add
835
/8"
400 .24
S.F.
1
Total
Costs
Equipment
r/
Maximum
4900
Labor
440 .24
.26
plexiglass glazing
2 Carp
6,250
365
6,615
7,450
14,000
2,100
16,100
18,500
33,000
3,675
36,675
41,900
2
8
24' diameter
.35
45.714
48' diameter
.20
80
f
200
.080
SF Hor.
60
3.67
63.67
71.50
100
.160
65
7.35
72.35
83
100
.160
72
7.35
79.35
90.50
70
.229
93
10.50
103.50
Ea.
13 34 13.19 Swimming Pool Enclosures 0010
SWIMMING POOL ENCLOSURES Translucent,
0020
not including foundations, heat or light
0200
Economy, minimum
0300
Maximum
0400
free standing
2 Carp
minimum
Deluxe,
i
0600
Maximum
0700
For motorized roof,
t
;
0800 0900
opening, solid roof, add
Skylight type roof, add
blowers and heaters,
Air-inflated, including
21
23
13.50
13.50
14.85
3.18
3.50
6.10
6.70
1
3416 - Grandstands
118
21
minimum
Maximum
1000
13
40%
ancJ Bleachers
13 34 16.13 Grandstands 0010 0050
GRANDSTANDS
Steel,
minimum
Seat
'
Maximum
Composite,
205
225 19.90
20.50
20.50
22.50
63.50
105
wood and
steel,
130
18.10
Maximum plastic,
stock design,
minimum
Maximum
1000
118
18.10
Aluminum, extruded, stock design, minimum
0700 0900
closed deck,
minimum
0400 0600
w/aluminum
Maximum
0100
0300
Permanent, municipal, including foundation
Steel understructure
70 115
35
35
38.50
62
62
68.50
13 3416.53 Bleachers 0010 0020
BLEACHERS Bleachers, outdoor, portable, 5
0100 0200
5
10
0300
0500
1
54
tiers,
104
tiers,
0
tiers,
tiers,
42
2 Sswk
seats
seats
seats 1
44
seats
Permanent bleachers, aluminum
seat, steel frame,
120
.133
90
Seat
6.80
96.80
111
80
.200
80.50
10.20
90.70
107
120
.133
91
6.80
97.80
112
80
.200
82
10.20
92.20
108
60
.267
66
13.65
79.65
24" row
0600
8
tiers,
80
0700
8
tiers,
1
48
.333
57
17.05
74.05
93
0925
15
tiers,
154
to
165
seats
60
.267
99
13.65
112.65
133
0975
15
tiers,
214
to
225
seats
60
.267
90
13.65
103.65
123
1050
15
tiers,
274
to
285
seats
60
.267
81
13.65
94.65
114
160
.100
40
5.10
45.10
53
23.25
29
1200 1300 1400
2
seats
60
Sswk
seats
Seat backs only, 30" row, fiberglass Steel and
wood
NOTE; average seating
is
-
1.5'
in
160
Seat
:
18.15
.100
5.10
96.50
width 1
451
0
13 34 Fabricated Engineered Structures 13 34 19 - Metal Building Systems 13 34 19.50 Pre-Engineered Steel Buildings 0010
0100 0150
PRE-ENGINEERED STEEL BUILDINGS Cleor span rigid frame,
20'
26
ga. colored roofing
P]
Doily
Labor-
Crew
Output
Hours
E-2
2014 Bare Material
Unit
Labor
Total
Costs
Equipment
Total
Ind
O&P
334 ] 9 .] q
and siding
29' wide, 10' eove height
425
.132
8.50
6.60
3.60
18.70
24.50
0160
14' eove height
350
.160
9.20
8.05
4.37
21.62
28.50
0170
16' eove height
320
.175
9.85
8.80
4.78
23.43
31
0180
20 eove
height
275
.204
10.75
10.20
5.55
26.50
35.50
0190
24' eove height
240
.233
11.85
11.70
6.35
29.90
40
0200
to
'
30'
49' wide, 10' eove height
SE
Fir.
535
.105
6.45
5.25
2.86
14.56
19.15
0300
14' eove height
450
.124
7
6.25
3.40
16.65
22
0400
16' eove height
415
.135
7.45
6.75
3.68
17.88
24
0500
20 eove
height
360
.156
8.10
7.80
4.25
20.15
27
0600
24' eove height
320
.175
8.90
8.80
4.78
22.48
30
770
.073
5.50
3.65
1.99
11.14
14.45
0700
to
'
50'
to
100' wide, 10' eove height
0900
16' eove height
600
.093
6.30
4.68
2.55
13.53
17.70
1000
20 eove
490
.114
6.85
5.75
3.12
15.72
20.50
1100
24' eove height
435
.129
7.55
6.45
3.51
17.51
23
535
.105
7.35
5.25
2.86
15.46
20
8.10
6.25
3.40
17.75
23
8.50
6.75
3.68
18.93
25
1200 1300
'
beam
Cleor span tapered
30'
to
height
1r
-
frame, 26 go. colored roofing/siding
39' wide, 10' eove height
E-2
SF
Fir.
1400
14' eove height
450
.124
1500
16' eove height
415
.135
1600
20 eove
360
.156
9.35
7.80
4.25
21.40
28
600
.093
6.50
4.68
2.55
13.73
17.90
1800
14' eove height
510
.110
7.20
5.50
3
15.70
20.50
1900
16' eove height
475
.118
7.55
5.90
3.22
16.67
22
2000
20 eove
415
.135
8.30
6.75
3.68
18.73
24.50
770
.073
6.05
3.65
1.99
11.69
15.05
675
.083
6.60
4.16
2.26
13.02
16.80
;
1700
'
height
40' wide, 10' eove height
'
height
^
'
2100
50'
2200
to
79' wide, 10' eove height
14' eove height
i
!
2300
16' eove height
635
.088
6.85
4.43
2.41
13.69
17.70
2400
20
490
.114
7.45
5.75
3.12
16.32
21.50
2410
80'
'
eove height
935
.060
5.40
3.01
1.64
10.05
12.80
14' eove height
750
.075
5.90
3.75
2.04
11.69
15.10
2430
16' eove height
685
.082
6.20
4.10
2.23
12.53
16.20
2440
20 eove
560
.100
6.60
5
2.73
14.33
18.80
2420
2460
to
100 wide, 10 eove '
'
'
or
height
height
950
.059
4.94
2.96
1.61
9.51
12.20
2470
14' eove height
770
.073
5.50
3.65
1.99
11.14
14.45
2480
16' eove height
675
.083
5.85
4.16
2.26
12.27
15.95
2490
20 eove
560
.100
6.25
5
2.73
13.98
18.35
740
.076
5.50
3.80
2.07
11.37
14.75
.081
5.85
4.04
2.20
12.09
15.65
2500 2600
1
to
1
20
'
'
wide,
1
'
eove height
height
Single post 2-spon frame,
26
go. colored roofing and siding
80' wide, 14' eove height
E-2
SF
Fir.
2700
16' eove height
695
2800
20 eove
height
625
.090
6.30
4.50
2.45
13.25
17.30
2900
24' eove height
570
.098
6.90
4.93
2.68
14.51
18.90
'
835
.067
5.35
3.37
1.83
10.55
13.55
3100
16' eove height
795
.070
4.95
3.54
1.92
10.41
13.55
3200
20
eove height
730
.077
6
3.85
2.09
11.94
15.45
3300
24' eove height
670
.084
6.65
4.19
2.28
13.12
16.95
3000
100 wide, 14' eove '
'
height
870
.064
6.25
3.23
1.76
11.24
14.30
3500
16' eove height
830
.067
5.55
3.39
1.84
10.78
13.90
3600
20 eove
height
765
.073
6
3.67
2
11.67
15.05
3700
24' eove height
705
.079
6.60
3.99
2.17
12.76
16.40
925
.061
4.35
3.04
1.65
9.04
11.75
3400
3800
3900
452
120
'
wide, 14' eove height
'
Double post 3-spon frame, 26 go. colored roofing and siding
150' wide, 14' eove height
E-2
SF
Fir.
39 3 9
13 34 Fabricated Engineered Structures 13 34 19 - Metal Building Systems Doily
Labor-
13 34 19.50 Pre-Engineered Steel Buildings
Crew
Output
Hours
4000
16' eove height
E-2
890
.063
4100
20' eove height
820
4200
24' eove height
4300
7
2014 Bore Moteriol
Unit
Lobor
Total
Costs
Equipment
post 4-span frame,
O&P
IncI
4.53
3.16
1.72
9.41
12.20
.068
4.93
3.43
1.86
10.22^
13.25
765
.073
5.45
3.67
2
11.12j
14.45
SF
Fir.
’n
Triple
Total
ga. colored roofing and siding
26
160' wide, 14' eave height
970
.058
4.28
2.90
1.58
8.76
11.35
4500
16' eave height
930
.060
4.46
3.02
1.64
9.12
11.85
4600
20' eave height
870
.064
4.37
3.23
1.76
9.36
12.25
4700
24' eave height
815
.069
4.97
3.45
1.88
10.30
13.35
1030
.054
3.90
2.73
1.48
8.1
1
10.55
995
.056
4.05
2.82
1.54
8.41
10.95
4400
4800
E-2
200' wide, 14' eave height 16' eave height
4900
SF
Fir.
5000
20' eave height
935
.060
4.47
3.01
1.64
9.12
11.80
5100
24' eave height
885
.063
5
3.18
1.73
9.91
12.80
360
.156
29.50
7.80
4.25
41.55
50.50
300
.187
26
9.35
5.10
40.45
50
250
.224
38
11.25
6.10
55.35
67.50
250
.224
34
11.25
6.10
51.35
63.50
200
.280
45.50
5200 5250
5300
Accessory items; add to the basic building cost above
Eave overhang, 2' wide, 26 ga., with 4' wide, without
5350 5400
With
5500
soffit
6' wide, without
5450
With
E-2
soffit
soffit
soffit
soffit
4' Entrance canopy, inch frame, 4' x
25
2.240
19
2.947
850
.066
1r
500
.112
2 Sswk
5
3.200
L.F.
5600
4'x8'
Fa.
End wall roof overhang, 4' wide, without
soffit
L.F.
7.65
67.20
82.50
475
61
648
780
550
148
80.50
778.50
945
/f
5550
14.05
112
16.55
3.31
1.80
21.66
26
27
5.60
3.06
35.66
42.50
f
5650 5700
With Doors,
HM
soffit
self-framing, inch butts, lockset
3070
(3' x 7'),
and trim
economy
585
164
749
935
4
640
204
844
1,075
4
4
745
204
949
1,175
4
4
815
204
1,019
1,250
3
5.333
885
273
1,158
1,450
2
8
I,l00
410
1,510
1,925
2
8
1,400
410
1,810
2,275
5750
Single leaf,
5800
Deluxe
4
5825
Glazed
5850
3670 (3'-6"x7') 4070 (4'x7')
5900 5950
Double
6000 6050
Glazed
Framing only, for openings, 3' x 7'
lO'xlO'
6100 6150
For
6200
6250
6650 6710
flashing, painted
Galvanized Ridge flashing,
1
eave type, 26 ga., painted
between
Valley type,
Insulation, rated .6
6"
6730
10"
lb.
buildings, painted
density,
unfoced 4"
thick,
r
R13
2 Carp
thick, R1
thick,
R30
4
4
185
204
389
565
3
5.333
610
273
883
1,150
6
2.667
196
136
332
455
5
3.200
239
164
403
550
240
.067
240 240
4.30
3.41
.067
4.10
.067
4.64
240
.067
4.40
240
.067
6.20
240
.067
320
7.71
10.75
3.41
7.51
10.50
3.41
8.05
11.10
3.41
7.81
10.85
3.41
9.61
12.80
7.10
3.41
10.51
13.80
.050
6.70
2.56
9.26
11.90
120
.133
12.85
6.80
19.65
2300
.007
.39
.32
.71
.92
2300
.007
.52
.32
.84
1.06
2300
.007
.32
1.32
1.59
2300
.007
.58
.32
.90
1.13
2300
.007
.82
.32
1.14
1.39
2300
.007
.90
.32
1.22
1.48
2300
.007
.28
.32
.60
.80
2300
.007
.30
.32
.62
.82
L.F.
j
S.F.
r
1
26
Insulation, rated .6 lb. density, poly/scrim/foil (PSF) faced
6760
4"
thick R1
6770
6"
thick, R1
6780
9
6800
8" wide, painted
Galvanized Gutter,
6720
6750
ga., corner or eave, painted
Galvanized
Rake
6500 6550
26
Flashings,
6400 6450
windows below, 2020 (2' x 2')
4030 (4'x3')
6300 6350
6070 (6'x7')
leof,
Opng.
1/2"
thick,
2 Carp
R30
Insulation, rated .6 lb. density, vinyl faced
1-1 /2"
thick,
R5
S.F.
6850
3"
thick,
6900
4"
thick, R1
2300
.007
.40
.32
.72
.93
6920
6"
thick, R1
2300
.007
.53
.32
.85
1.07
RIO
1
1r
453
9 3 9
13 34 Fabricated Engineered Structures 13 34 19 - Metal Building Systems 13 34 19.50 Pre-Engineered Steel Buildings 10"
6930 6950
thick,
R30
Foil/scrim/kraft (FSK) faced, 1-1
/2"
Doily
Labor-
Crew
Output
Hours
Unit
2 Carp
2300
.007
S.F.
2300
R5
thick,
2014 Bare Material
Labor
Total
Casts
Equipment
InclO&P
Totol
1.32
.32
1.64
1.94
.007
.30
.32
.62
.82
7000
2"
thick,
R6
2300
.007
.39
.32
.71
.92
7050
3"
thick,
RIO
2300
.007
.41
.32
.73
.94
7100
4"
thick, R1
2300
.007
.43
.32
.75
.96
7110
6"
thick, R1
2300
.007
.60
.32
.92
1.15
7120
10"
2300
.007
.84
.32
1.16
1.41
2300
.007
.49
.32
.81
1.03
2300
.007
.58
.32
.90
1.13
7150
thick,
R30
Metolized polyester/scrim/kraft (PSK) facing,
M /2"
thk,
R5
7200
2"
7250
3"thick,R11
2300
.007
.66
.32
.98
1.22
7300
4"
thick, R1
2300
.007
.75
.32
1.07
1.32
7310
6"
thick, R1
2300
.007
.97
.32
1.29
1.56
7320
10"
2300
.007
1.08
.32
1.40
1.68
7350
thick,
R6
thick,
R30
/2"
R5
*
2300
.007
.43
.32
.75
.96
7400
2"
thick,
R6
2300
.007
.55
.32
.87
1.10
7450
3"
thick,
RIO
2300
.007
.59
.32
.91
1.14
7500
4"
thick, R1
2300
.007
.73
.32
1.05
1.29
2300
.007
.48
.32
.80
1.02
2300
.007
.62
.32
.94
1.17
2300
.007
.84
.32
1.16
1.41
2300
.007
.53
.32
.85
1.07
2300
.007
.66
.32
.98
1.22
2300
.007
1.17
.32
1.49
1.78
2300
.007
.49
.32
.81
1.03
7510
Vinyl/scrim/foil (VSF), 1-1
Vinyl/scrim/vinyl (VSV) 4"
6"
7520 7530 7540
R30
thick,
R13
Polyprop/scrim/polyester (PSP), 4",
7550
6"
7555
10"
7560
R13
thick, R1
1/2"
9
thick,
thick,
R1
thick,
thick,
R30
Polyprap/schm/kraft/polyester (PSKP), 4"
thick,
R13
7570
6"
thick, R1
2300
.007
.68
.32
1
1.24
7580
10"thick,R19
2300
.007
1.29
.32
1.61
1.91
2300
.007
.52
.32
.84
1.06
2300
.007
.64
.32
.96
1.19
2300
.007
.32
1.32
1.59
7585
Vinyl/scrim/palyester (VSP), 4" thick,
7590
6"
7600
10"
R13
thick, R1
thick,
R30
1 r
7635
Insulation installation, over the purlin, second layer, up to
7640
Insulation installation,
7650
Sash, single
between the
slide,
purlins,
up to 4"
glazed, with screens,
2020
4"
thick,
thick,
1
90%
add
100%
add
(2' x 2')
E-1
22
1.091
Opng.
6.45
186.45
238
86.50
10.15
378.65
465
125
55
7700
3030 (3'x3')
14
1.714
282
7750
4030
(4' X 3')
13
1.846
375
93
10.95
478.95
585
7800
6040 (6'x4')
12
2
750
101
11.85
862.85
1,000
14
1.714
220
12
2
585
14
1.714
215
12
2
575
70
.343
E- 1
10
2.400
Ea.
"
300
.080
S. F.
Q-9
10
1.600
Ea.
7850
Double
7900
7950
slide sash,
(3' x 3')
3030
6040 (6'x4') Fixed glass, no screens,
8000
3030
(3' x 3')
6040 (6'x4')
8050
Prefinished storm sash,
8100
Siding and roofing, see Sections
3030
8200
Skylight, fiberglass panels, to
30
(3' x 3')
07 41 13.00 S.F.
8250
Larger sizes, add for excess over
8300
Roof vents, turbine ventilotor, wind driven
8350
No damper,
8400
1
30
S.F.
8,
1
75
86.50 101
86.50 101
17.30
10.15
316.65
400
11.85
697.85
830
10.15
311.65
395
11.85
687.85
815
2.03
94.33
114
14.20
242.20
335
.47
8.05
07 42 13.00 107 3.55
121
4.03
11.25
includes base, galvanized
2" diameter
8450
20" diameter
8
2
8500
24" diameter
8
2
91
257
79
170
220
98.50
355.50
430
503.50
595
36
204
240
400
36
204
240
400
405
98.50
1
8600
Continuous,
26
go.,
10' long, 9" wide
2 Sswk
4
4
4
4
i
8650
454
1
2" wide
13 34 Fabricated Engineered Structures 13 34 23 - Fabricated Structures 13 34 23.10 Comfort Stations
Crew
Daily
Labor-
Output
Hours
Total
201 4 Bare Casts Unit
Material
Equipment
Labor
Ind
Total
O&P
1
COMFORT STATIONS
0010
Not inch
0 1 00
Prefab., stock,
w/doors, windows
&
fixt.
interior finish or electrical
Mobile, on steel frame, 2 unit
0300
S.F.
196
196
215
f
0350
249
7 unit
Permanent, including concrete slab, 2 unit
0400 0500
B-12J '
6 unit
0600
Alternate pricing
0650
method, mobile, 2
50
.320
43
.372
i Fixture
fixture
7 fixture
0700
Permanent, 2 unit
0750
,
13 34 23.15
B-12J '
6 unit
.70
22.857
.50
32
.25
64
|
249
274
249
13.90
17.65
280.55
315
191
16.15
20.50
227.65
258
5,575
5,575
6,150
8,975
8,975
9,875
20,500
995
1,250
22,745
25,500
1
17,400
1,400
1,775
20,575
23,300
Ea.
30,000
2,925
32,925
37,500
70,000
4,325
74,325
83,500
95,500
9,175
104,675
119,000
.
Domes
DOMES
0010
1
0020
Domes,
rev.
alum., elec, drive, for astronomy obsv. shell only, stock units
10 '-6" diameter
0600
2 Carp
0900
18 '-6" diameter
.17
94.118
1200
24'-6" diameter
.08
200
500
Domes, bulk storage,
1
1600
550
.102
720
.078
F-4
400
.120
F-3
2000
.020
E-2
400' diameter
Wood
1800 900
framing,
2000
wood
wood (2"
Radial framed
400' diameter
decking, to
x 6"),
/2" 1
^
hemisphere, arch, steel
framing, carrugated steel covering, 150' diameter
1700
1
shell only, dual radius
SF
Fir.
^
28
5.10
2.78
35.88
42.50
22.50
3.90
2.12
28.52
34
37.50
5.55
2.84
45.89
53
72.50
.93
.33
73.76
81.50
thick
plywood, asphalt shingles, 50' diameter
SF
Fir.
2100
60' diameter
1900
.021
62
.98
.35
63.33
70
2200
72' diameter
1800
.022
51.50
1.04
.37
52.91
58.50
2300
116' diameter
1730
.023
35
1.08
.38
36.46
40.50
2400
150' diameter
1500
.027
^
37.50
1.25
.44
39.19
44
1
24
Ea.
1
24
7
j
13 34 23.16 Fabricated Control Booths FABRICATED CONTROL BOOTHS
0010 0100
Guard House, prefab cone, w/bullet resistant doors
0110
8' X 8', Level
0120
8' X 8', Level IV
& windows,
roof
&
wiring
L-10
III
'
38,400
1,225
665
40,290
45,100
43,800
1,225
665
45,690
51,000
18,100
19,900
5,960
6,875
13 34 23.25 Garage Costs GARAGE COSTS
0010
0020
Public parking,
0100
See
0300
0350
Car
Square Foot Costs
wood,
1
in
Reference Section
2' x 20', one car prefab
shell, stock,
economy
1
16
.67
23.881
.67
23.881
.50
32
2 Carp
200
.080
"
48
.333
F-5
1.60
20
1.14
f
1
F-3
2 Carp
Custom
0400 0450
also
Residential,
average
Two
car,
24' x 20', economy
Custom
1
v'
Total
'£
5,225
735
6,250
1,100
7,350
8,550
9,875
1,100
10,975
12,600
11,700
1,475
13,175
15,100
13 34 23.30 Garden House 001 0
0100
0300
GARDEN HOUSE
Prefab wood, no floors or foundations
6'x6' 8'xl2'
13 34 23.35 Geodesic 0010
GEODESIC DOMES
SFFIr. "
47
3.67
50.67
57.50
28
15.30
43.30
54.50
Domes
Shell only, interlocking
0400
30' diameter
0500
33' diameter
0600
40' diameter
0700
45' diameter
0750
56' diameter
0800
60' diameter
plywood panels
R1
33423-30
i
23,000
925
23,925
26,700
28.070
24,300
1,300
25,600
28,700
32
28,200
1,475
29,675
33,300
1.13
35.556
29,500
1,650
590
31,740
35,700
1
40
53,000
1,875
665
55,540
62,000
1
40
60,000
1,875
665
62,540
69,500
Ea.
455
X
13 34 Fabricated Engineered Structures 13 34 23 - Fabricated Structures Domes
13 34 23.35 Geodesic
67' diameter
0850 1100
Aluminum
panel, with
6"
1200
100' diameter
1300
500' diameter
1600
Aluminum framed,
40' diameter
1800
200' diameter
40' diameter
2300
100' diameter
2400
200' diameter
2700
F-3
.80
50
Ea.
2014 Bare
'SF
Material
84,500
Labor
2,325
Tatal
Casts
Equipment
830
Total
87,655
Incl
O&P
97,500
Fir.
30.50
30.50
33.50
29.50
29.50
32.50
75.50
75.50
83
69.50
69.50
76.50
24.50
24.50
27
23.50
23.50
26
23.50
23.50
26
t
6' diameter
2900
28' diameter
closure panels
SF
fiberglass insulation,
Fir.
add
10
sandwich panel closure
fiberglass
2800
Fir.
«
VRP faced bonded
Aluminum framed,
Unit
SF
2200
For
Hours
insulatian
Aluminum framed, aluminum
2500
Labor-
Output
plexiglass closure panels
1700
2100
Daily
Crew
2 Carp
150
.107
SF
t
Fir.
33
4.89
37.89
44
30
2.10
32.10
36
f
350
.046
13 34 23.45 Kiosks 0010 0020 0100 0500 0600
KIOSKS Round, advertising type, 5' diameter, 7' high, oluminum wall, illuminated
Aluminum
Ea.
wall, non-illuminated
Rectangular, 5' x 9', 7 '-6" high,
Aluminum
aluminum
wall, illuminated
wall, non-illuminated
23,500
23,500
25,800
22,500
22,500
24,700
25,500
25,500
28,000
24,000
24,000
26,400
13 34 23.60 Portable Booths 0010
PORTABLE BOOTHS
0100
lights wiring
0300
30
S.F. building
0400
50
0600
80
0700 0900 1000 1200 1300
&
Prefab,
aluminum with doors, windows,
ext. roof
minimum
258
258
284
208
208
229
S.F. building
164
164
180
S.F. building
142
142
156
123
123
135
3,550
3,550
3,925
7,325
7,325
8,050
4,375
4,375
4,800
6,625
6,625
7,300
100
insulation,
1
5 S.F. building, O.D., painted,
S
F.
S.F. building
27 Db
Acoustical booth,
@ 1,000
7' X 7 '-6", including light
&
Hz,
1
5 S.F. floor
Ea.
ventilation
Ticket booth, galv. steel, not inch foundations., 4' x 4'
4'x6'
13 34 23.70 Shelters 0010 0020 0100
SHELTERS Aluminum frame,
ocrylic glazing,
3' x 9' x 8' high
2
Sswk
8' high
2,400
715
3,115
3,900
5,700
1,125
6,825
8,225
1.14
14.035
.73
21.918
1275
.044
12.45
2.20
1.20
15.85
18.75
1063
.053
11.35
2.64
1.44
15.43
18.50
1386
.040
11.50
2.03
1.10
14.63
17.30
.058
10.30
2.91
1.58
14.79
18.05
Ea.
tt
9' X 12'
t
13 34 43 - Aircraft Hangars 13 34 43.50 Hangars 0010 0100 0110 0130 0900 1000 1200 1300
HANGARS walls,
Prefabricated steel T hongors, Galv. steel roof
incl. electric
not including floors or foundations, 4 unit
With bottom
8
4 unit
966
unit
Galv. roof
and walls,
1600
With bottom
1800
8 plane
456
rolling doors,
SF
Fir.
f
Alternate pricing method:
8 plane
2010
E-2
8 unit
1500
2000
&
bi-folding doors
}
electric bi-folding doors,
rolling doors,
4 plane
4 plane
Circular type, prefab., steel frame, plastic skin, electric
door, including foundations,
80' diameter.
E-2
16,500
2,650
1,450
20,600
24,300
61.538
13,500
3,100
1,675
18,275
22,000
1.25
44.800
15,300
2,250
1,225
18,775
22,000
.97
57.732
12,300
2,900
1,575
16,775
20,300
1.06
52.830
.91
Plane
1r
13 34 Fabricated Engineered Structures 13 34 53 - Agricultural Structures 13 34 53.50 Silos 0010 0500
Daily
Labor-
Output
Hours
Unit
56
Eo.
2014 Bare Labor
Material
,
Total
Costs
Equipment
Total
InclO&P
SILOS Steel, foctory fab.,
30,000
gallon cap., painted,
minimum
L-5
Maximum
0700 0800
Crew
Epoxy
lined,
minimum
1
.50
12
56
1
Maximum
1000
1
.50
1
12
22,100
2,875
745
25,720
35,100
5,750
1,500
42,350
50,000
36,100
2,875
745
39,720
45,500
45,700
5,750
1,500
52,950
62,000
30,100
13 34 63 - Natural Fiber Construction 13 34 63.50 straw Bale Construction 0010 2000
STRAW BALE CONSTRUCTION Straw bales wall,
2020
113
incl.
labor
&
material complete,
® E
minimum
Maximum
2010 Straw bales
in
w/modified post and beam frame
walls
2 Carp
320
.050
36 Towers
SFFIr.
130
"
160 6.05
S.F.
2.29
8.34
10.20
* ' ,
13 36 13 - Metal Towers 13 36 13.50 Control Towers 0010
0020
CONTROL TOWERS Modular 12' X 10',
0500 1000 1010
2000 2010
instruments
incl.
Eo.
810,000
Maximum
0100
With standard 40' tower
1,400,000
810,000
891,000
970,000
1,067,000
1,400,000
1,540,000
266,000
293,000
Temporary portable control towers, 8' x 12', complete with one position communications, minimum For fixed facilities, depending on height,
Ea.
minimum
Maximum
57,000
63,000
115,000
127,000
10,844.50
12,700
48.30
59.50
13 42 Building Modules 13 42 63 - Detention Cell Modules 13 42 63.16 Steel Detention Cell Modules 0010 2000 2010
13
STEEL DETENTION CELL
MODULES
Cells, prefab., 5' to 6' wide, 7' to 8' high, 7' to 8' deep.
har front, cot, not inch plumbing
E-4
1.50
21.333
Ea.
9,650
1,100
94.50
1
48 Sound, Vibration, and Seismic Control
13 48 13 - Manufactured Sound and Vibration Control Components 13 48 13.50 Audio Masking 00 1 0
AUDIO MASKING,
0020
8#
0300 0400
acoustical enclosure,
Better quality panels,
1
wall, parallel roof,
Skewed
walls,
1500
ceiling
3 Carp
0.5# per
Skewed
1200
and
S.F.
Reverb-chamber, 4" thick, parallel walls
0700
1100
thick wall
per S.F., up to 12' span
0600
0900
4"
skewed
4"
roof,
thick panels
4"
layers,
4"
air
spoce
Sound-absorbing panels, pntd. mtl., 2'-6" x 8', under 1,000
Over
1000
S.F.
S.F.
Fabric faced
3Shee
72
.333
64
60
33
15.30
.375
37
17.20
54.20
67.50
.400
46.50
18.35
64.85
79.50
55
.436
53
20
73
89.50
23
82.50
SF Surf
48
.500
59.50
215
.112
12.30
101
5.10
17.40
21.50
240
.100
11.85
4.59
16.44
20
240
.100
9.60
4.59
14.19
17.70
215
.112
7.45
6.10
13.55
17.55
1600
50% foam
215
.112
10.40
6.10
16.50
21
1700
75% foam
215
.112
10.40
6.10
16.50
21
Flexible transparent curtain, clear
457
;
Sound, Vibration, and Seismic Control 13 48 13 - Manufactured Sound and Vibration Control Components Daily
Labor-
Crew
Output
Hours
Unit
3 Shee
215
.112
SF Surf
2 Elec
2400
.007
S.F.
2800
.006
3800
.004
4400
.004
135
.119
120
.133
135
.119
120
.133
13 48 13.50 Audio Masking 100% foam
1800
3100 3110
2014 Bare Material
10.40
Labor
Total
Costs
Equipment
Total
IncI
O&P
6.10
16.50
1.26
.36
1.62
1.92
1.02
.30
1.32
1.58
1.08
.22
1.30
1.53
.73
.19
.92
1.09
10.05
4.81
14.86
18.15
20
5.40
25.40
30
49
4.81
53.81
61
r
83.50
5.40
88.90
99.50
].
8.05
8.05
8.85
•
21
Audio masking system, including speakers, amplification
and
signal generator
3200
mounted, 5,000
Ceiling
3300
1
3400
0,000
S.F.
S.F.
Plenum mounted, 5,000
3500
10,000
S.F.
S.F.
1
Radiation Protection
13 4913 - Integrated X-Ray Shielding Assemblies 13 49 13.50 Lead Sheets 0010 0300
LEAD SHEETS Lead sheets,
0400
1
/1 6"
1
/8"
2 Lath
thick
thick
S
F.
I
0500
Lead shielding,
1/4"
thick 1
1/2"
0550
thick
0950
Lead headed
nails
1000
Butt joints
/8" 1
1200
X-ray protection, average rodiography or fluoroscopy
1210
1800
S.F. floor,
1
300
lead,
strip
x
V
long
minimum
2 Lath
240
2 Lath
walls
1/4"
S.F. floor,
2" batten
/1 6"
Deep therapy X-ray room, 250 kV up ta
L
Ea.
.25
64
Total
.15
106
.08
200
.06
266
28
2.71
35
30.71
10,100
2,600
12,700
14,900
12,200
4,325
16,525
19,800
28,300
8,125
36,425
43,000
34,900
10,800
45,700
54,500
t
capacity.
minimum
lead,
2 Lath
Total
tt
Maximum, 7'-0" walls
4919 -
.067
tt
Maximum, 7'-0"
1900
13
per sheet)
lb.
1
lead or thicker,
300
room, up to
1500
1600
in
(average
Lead-UnecJ Materials
13 49 19.50 Shielding Lead 0010
SHIELDING LEAD
0100
Laminated lead
0200
Lead lined door frame, not
/1 6"
wood
in
doors,
1
/1 6"
thick,
no hardwore
1
0850
Window frame with 1 /1 6" lead and voice passage, 36" x 60"
0900
thick lead, butt prepared for
24"
X
0910
/8" 1
0930
1/32"
hardware
1
Lath
5/8"
thick with
/1 6"
1
lead
3.333
Ea.
770
135
5,550
350
5,900
6,625
2,700
176
2,876
3,250
2
8
4
4
1
160
.100
S.F.
140
.114
2 Lath
200
.080
2 GIaz
13
1.231
2 GIaz
905
1,050
1
,
lead lead
2.40
1
36" frame
Lead gypsum board,
49.50
45
hardware.
incl.
0210
0870
45
S.F.
10.15
4.41
14.56
17.85
22
5.05
27.05
31.50
3.25
10.85
13.15
7.60
13 49 21 - Lead Glazing 13 49 21.50 Lead Glazing 0010 0600
LEAD GLAZING 1/4"
Lead glass,
thick,
2.0
mm
LE,
2"
1
6" x
1
0700
24"x36"
8
2
0800
36"
2
8
139
.115
2000 2010
X
60" 1r
Ea.
:
360
54
414
485
1,275
88
1,363
1,525
3,500
350
3,850
^
4,375
X-ray viewing panels, clear lead plastic
7
mm
thick,
0.3
mm
LE,
2.3 Ib./S.E.
H-3
S.F.
234
4.53
238.53
264
390
2020
1
2
mm
thick,
0.5
mm
LE,
3.9 Ib./S.F.
82
.195
345
7.70
352.70
2030
1
8
mm
thick,
0.8
mm
LE,
5.9 Ib./S.F.
54
.296
395
11.65
406.65
455
2040
22
mm
thick,
1
.0
mm
LE,
7.2 Ib./S.F.
44
.364
515
14.30
529.30
585
2050
35
mm
thick,
1
.5
mm
LE,
1 1
28
.571
790
22.50
812.50
905
2060
46
mm
thick,
2.0
mm
LE,
1
21
.762
2090
458
Eor panels
1
2
S.E. ta
48
S.F.,
.5 Ib./S.E.
5.0 Ib./S.E.
add crating charge
\r
1r Ea.
1,025
30
1,055
1,175
50
13 49 Radiation Protection
M
'h
13 49 23 - Integrated RFI/EMI Shieldins Assemblies 13 49 23.50 Modular Shielding Partitions 0010 4000 4002
Daily
Labor-
Crew
Output
Hours
Unit
H-3
6.40
2.500
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
Incl
O&P
MODULAR SHIELDING PARTITIONS X-ray barriers, modular, panels
mounted
within
framework
attaching to floor, wall or ceiling, upper portion
window panels 48"H, lower
4005
plastic
4008
steel panels
4010
1
36"H,
portion
is
is
for
clear lead
opaque leaded
structural supports not incl.
-section barrier,
36"W
84"H
x
overall
4020
0.5
mm
LE panels
4030
0.8
mm
LE panels
6
40
2.500
4040
1.0
mm
LE panels
5.33
3.002
4050
1.5
mm
LE panels
5.33
3.002
4
4
4060
2-section barrier,
72"W
84"H
x
5,725
98.50
5,823.50
6,450
6,350
98.50
6,448.50
7,125
ns
118
7,893
8,725
11,100
118
11,218
12,400
11,400
157
11,557
12,800
7,
overall
mm
LE panels
0.8
mm
LE panels
4
4
12,700
157
12,857
14,100
4090
1.0
mm
LE ponels
3.56
4.494
15,600
177
15,777
17,400
5000
1.5
mm
LE panels
3.20
5
22,200
197
22,397
24,700
3.20
5
17,200
197
17,397
19,200
4070
0.5
4080
5010
3-section barrier,
1
H-3
08"W
x
84"H
Ea.
overall
5020
0.5
mm
LE panels
5030
0.8
mm
LE panels
3.20
5
19,000
197
19,197
21,200
5040
1.0
mm
LE panels
2.67
5.993
23,300
236
23,536
26,100
5050
1
.5
mm
LE panels
2.46
6.504
33,200
256
33,456
36,900
7000
X-ray barriers, mobile,
H-3
mounted within framework w/casters on
7005
bottom, clear lead plastic window panels on upper portion.
7010
opaque on lower,
7030
30"W
75"H
x
24"H upper w/0.5
7020
48"W
X
75"H
overall, incl.
overall, inch
mm
LE,
48"H
framework
lower
w/0.8
mm
LE
1
Carp
16
.500
Ea.
3,700
23
3,723
4,075
1
Carp
16
.500
Ea.
6,000
23
6,023
6,625
16
.500
7,100
23
7,123
7,825
16
.500
7,100
23
7,123
7,825
8,900
23
8,923
9,800
framework
7040
36"H upper w/0.5
mm
LE,
36"H
lower
w/0.8
mm
LE
7050
36”H upper w/1
mm
LE,
36"H
lower
w/1
.5
mm
LE
36"H lower w/0.8
mm
LE
7060
72"W
X
7070
75"H
.0
overall, incl.
36"ff upper
7080
Ea.
36"ff upper
t
framework
w/0.5
w/1
f
.0
mm mm
LE,
LE,
36"H
lower
w/1
.5
mm
1
Carp
LE
Ea. t
r
16
.500
375
.043
13 49 33 - Radio Frequency Shielding 13 49 33.50 Shielding, Radio Frequency 0010
SHIELDING, RADIO FREQUENCY
0020
Prefabricated, galvanized steel
2 Carp
4.46
SE Surf
1.96
6.42
7.95
0040
5 oz., copper floor panel
480
.033
3.68
1.53
5.21
6.40
0050
5 oz., copper wall/ceiling panel
155
.103
3.68
4.73
8.41
11.35
0100
12oz., copper
470
.034
7.85
1.56
9.41
11.05
0110 0150
12
floor panel
oz., copper wall/ceiling panel
copper/wood laminate, 4' x 7'
Door,
140
.114
1.50
10.667
7.85
7,400
Ea.
5.25
490
13.10
7,890
16.75
8,875
1
1
13 53 Meteorological Instrumentation 13 53 09 ~ Weather Instrumentation 13 53 09.50 Weather Station 0010 0020 0100
WEATHER STATION Remote 1
recording, solar powered, with rain
mile range
gauge &
display,
400
ft
range
Ea.
1,625
1,625
1,775
"
1,825
1,825
2,025
459
Division
Notes DAILY
1
BARE COSTS
LABOR-
CREW OUTPUT HOURS
UNIT
«
C*
460
MAT.
LABOR
EOUIP.
TOTAL
TOTAL
INCLO&P
Examples
lEstimating Tips [General • Many products will require
rail
in Division 14
some type
of
itself.
with
Examples are
supports for conveyors or tube
systems, attachment points for lifts,
and footings
cranes.
Add
for hoists or
Check the
job specifications
the appropriate division.
Installation of elevators
handicapped
14 10 00 Dumbwaiters 14 20 00 Elevators
lifts
Products such as correspondence lifts,
chutes, and pneumatic
tube systems, as well as other
items specified in this subdivision,
may
require
The
trained installers.
and
choice as to
and
who
will perform
the installation or
in historic
when
are often required for these
products,
The
decisions in scheduling
associated structural
may
involve
making
necessary.
cutting into and repairing finishes, etc.
mouldings, flooring,
The estimator must
Reference Numbers
unit with standard features.
account for these special
Reference numbers are
to this base unit price
conditions.
shaded boxes
will be
whatever options the
14 30 00 Escalators and
Increased load capacity,
Moving Walks
additional vertical travel,
•
and cab finish options are items to be considered.
When
developing an estimate for
dumbwaiters and elevators,
remember
that
needed by the
some items
installers
may
have to be included as part of the general contract.
Escalators and
moving walks
at the
shown
some major classifications. These numbers refer to related items in the Reference Section. The reference information
may
be
an estimating procedure, an
specialty contractors. There are
alternate pricing method, or
numerous options associated
technical information.
with these items. For specific options, contact a manufacturer
Note: Not
or contractor. In a
method
dumbwaiters and
elevators,
you
should verify the extent of
work and add
items as necessary.
of this publication may be leproduced, stored in a retrieval system, or transmitted in any form by any means without prior written permission of RSMeans, a division of Reed Construction Data.
all
subdivisions listed
here necessarily appear in this publication.
similar to estimating
in
beginning of
by
are specialty items installed
general contract
No pan
will
early
Added
additional stops, higher speed,
it
be performed. Long lead times
significant additional costs.
requirements
or specifications require.
general
contractor might not have any
structures can require
Dumbwaiters and elevators are estimated and purchased in a method similar to buying a car. The manufacturer has a base
owner
or
•
drawings before pricing.
these supports in •
•
Conveying Equipment
sill
installation not included
the item
14 40 00 Lifts 14 90 00 Other
— shaftway — support brackets — machine room — electrical supply — angles — electrical connections — pits — roof penthouses — pit ladders
support or blocking for
‘
are:
0
14 11 Manual Dumbwaiters 1411 10 - Hand Operated Dumbwaiters 14 11 10.20 Manual Dumbwaiters 0010 MANUAL DUMBWAITERS
Crew
0020
2Elev
0300
Labor-
Hours
2014 Bare Unit
Material
Lobor
Costs
Equipment
Total
Total
1
InclO&P
1 I'l
2 stop, minimum
Maximum
0100
Daily
Output
For each additional stop, add
.75
21.333
.50
32
.75
21.333
.13
123
.11
145
.54
29.630
Stop
.20
80
.05
320
2,925
1,575
4,500
5,600
6,650
2,375
9,025
10,900
h
Stop
1,050
1,575
2,625
3,550
ij
Ea.
7,375
9,125
16,500
21,800
22,200
10,800
33,000
40,500
3,250
2,200
5,450
6,850
Ea.
8,350
4,275
12,625
15,600
Ea.
106,500
23,700
130,200
153,000
Ea.
n
141210 - Dumbwaiters 14 12 10.10 Electric Dumbwaiters 0010
ELECTRIC
0020
2 stop,
0100
DUMBWAITERS minimum
2Elev
ft
Maximum
0600
For each additional stop, add
0750
Correspondence
14 21
lift,
1
45
2 stop,
floor,
lb.
2 Elec
capacity
Electric Traction Elevators
14 21 13 - Electric Traction Freight Elevators 14 21 13.10 Electric Traction Freight Elevators and Options 0010 0425
AND OPTIONS
ELECTRIC TRACTION FREIGHT ELEVATORS base
Electric freight,
unit,
4000
200 fpm, 4
lb.,
stop, std. fin.
ri
420 OO
1
2Elev
0450
For
5000
lb.
copacity,
add
5,750
5,750
6,325
0500
For
6000
lb.
capacity,
add
14,400
14,400
15,800
0525
For
7000
lb.
capacity,
add
17,900
17,900
19,700
0550
For
8000
lb.
copacity,
add
35,800
35,800
39,300
0575
For
10000
add
30,000
30,000
33,000
36,400
40,100
lb.
capacity,
0600
For
1
2000
lb.
capacity,
add
36,400
0625
For
1
6000
lb.
capacity,
add
44,100
44,100
48,500
49,100
49,100
54,000
17,000
17,000
18,700
20000
0650
For
0675
For increased speed,
lb.
capacity,
add
250 fpm, add
0700
300 fpm, geared
electric,
odd
21,400
21,400
23,600
0725
350 fpm, geared
electric,
add
26,100
26,100
28,700
0750
400 fpm,
geared
electric,
add
0775
0800
30,500
30,500
33,600
500 fpm,
gearless
add
37,600
37,600
41,300
600 fpm,
gearless electric, add
45,000
45,000
49,500
53,500
59,000
electric,
0825
700 fpm,
gearless electric, add
53,500
0850
800 fpm,
gearless electric, add
61,500
61,500
68,000
4,975
4,975
5,475
0875
For class
0900
For class "C-1" loading, add
"B" loading, odd
7,100
7,100
7,825
8,150
8,975
0925
For class "C-2" loading, add
8,150
0950
For class "C-3" loading, odd
10,800
0975
For trovel over
40
V.L.F.,
2Elev
add
For
number
of stops over 4,
add
11,900
824
970
7.25
2.207
V.L.F.
660
.27
59.259
Stop
4,075
4,400
8,475
11,100
.05
320
Ea.
90,000
23,700
113,700
134,500 4,050
ft
1000
10,800
164
14 21 23 - Electric Traction Passenger Elevators 14 21 23.10 Electric Traction Passenger Elevators and Options 0010 1625
ELECTRIC TRACTION PASSENGER ELEVATORS base
Electric pass.,
unit,
2000
lb.,
200 fpm, 4
AND OPTIONS
stop, std. fin.
2Elev
1650
for
2500
lb.
capacity,
odd
3,675
3,675
1675
For
3000
lb.
capacity,
add
4,325
4,325
4,750
add
5,500
5,500
6,050
add
6,700
6,700
7,350
1700 1725
462
For
For
3500 4000
lb.
lb.
capacity, capacity,
14 21 Electric Traction Elevators 14 14
2123 -
2' 23.1
Electric Traction
Passenger Elevators
0 Electric Traction Passenger Elevators and Options
1750
For
4500
lb.
capacity,
add
1775
For
5000
lb.
capacity,
add
1800
For increased speed,
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit Ea.
Materiol
Lobor
Total
Costs
Equipment
Total
IncI
O&P
8,800
8,800
9,675
11,200
11,200
12,300
4,975
4,975
5,475
7,825
7,825
8,600
j
i
250 fpm, geared
electric,
add
300 fpm, geared
electric,
add
1850
350 fpm, geared
electric,
add
9,000
9,000
9,900
1875
400 fpm, geared
electric,
add
11,800
11,800
12,900
1825
1900
500 fpm,
gearless electric, add
27,000
27,000
29,700
1925
600 fpm,
gearless electric, add
42,800
42,800
47,100
1950
700 fpm,
gearless electric, add
48,300
48,300
53,000
1975
800 fpm,
gearless electric, add
53,000
58,500
2000
For travel over
969
1,125
2025
2400
For
number
Electric hospital,
40
V.L.F.,
of stops over 4,
base
add
4000
unit,
53,000 2Elev
add
lb.,
200 fpm,
4 stop, std
fin.
7.25
2.207
V.LF.
.27
59.259
Stop
.05
320
Eo.
805
164
5,550
4,400
9,950
12,700
76,000
23,700
99,700
119,000
2425
For
4500
lb.
capacity,
add
5,225
5,225
5,750
2450
For
5000
lb.
capacity,
add
6,850
6,850
7,525
2475
For increased speed,
5,075
5,075
5,575
250 fpm,
geared
electric,
add
2500
300 fpm, geared
electric,
add
7,750
7,750
8,525
2525
350 fpm, geared
electric,
add
8,950
8,950
9,825
2550
400 fpm, geared
electric,
add
11,700
11,700
12,800
2575
500 fpm,
gearless electric, odd
31,100
31,100
34,200
2600
600 fpm,
gearless electric, add
45,300
45,300
49,800
2625
700 fpm,
gearless electric, add
50,000
50,000
55,000
2650
800 fpm,
gearless electric, add
56,000
56,000
61,500
2675
Far travel over
2700
For
number
40
V.L.F.,
add
of stops over 4,
2Elev
7.25
2.207
V.LF.
455
164
619
745
"
.27
59.259
Stop
4,150
4,400
8,550
11,100
2 Elev
.20
80
Ea.
.10
160
add
14 21 33 - Electric Traction Residential Elevators 14 21 33.20 Residential Elevators 00] 0
7000
RESIDENTIAL ELEVATORS Residential, cab type,
7100
1
floor,
2 stop,
minimum
Maximum
7200
2
floor,
3 stop, minimum
Maximum
7300
11,200
5,925
17,125
21,300
19,000
11,900
30,900
38,700
.12
133
16,700
9,875
26,575
33,200
.06
266
27,200
19,800
47,000
59,500
.10
160
78,500
11,900
90,400
104,500
14 24 Hydraulic Elevators 14
2413 -
Hydraulic Freight Elevators
14 24 13.10 Hydraulic Freight Elevators and Options 001 0
1025
HYDRAULIC FREIGHT ELEVATORS AND OPTIONS 2000
Hydraulic freight, base unit,
lb.,
50 fpm, 2
stop, std. fin.
2 Elev
Ea.
1050
For
2500
lb.
copacity,
add
3,775
3,775
4,175
1075
For
3000
lb.
capacity,
add
6,575
6,575
7,225
1100
For
3500
lb.
capacity,
add
11,700
11,700
12,800
1125
For
4000
lb.
capacity,
odd
12,600
12,600
13,900
1150
For
4500
lb.
capacity,
add
14,800
14,800
16,300
1175
For
5000
lb.
capacity,
add
18,800
18,800
20,700
1200
For
6000
lb.
capacity,
add
23,000
23,000
25,300
1225
For
7000
lb.
capacity,
add
28,100
28,100
31,000
1250
For
8000
lb.
capacity,
add
31,700
31,700
34,900
1275
For
10000
lb.
capacity,
add
39,100
39,100
43,000
1300
For
1
2000
lb.
capacity,
add
50,500
50,500
56,000
1325
For
1
6000
lb.
capacity,
add
69,000
69,000
76,000
463
14 24 Hydraulic Elevators 14 24 13 - Hydraulic Freight Elevators 14 24 13.10 Hydraulic Freight Elevators and Options 1350
For
1375
For increased speed,
20000
lb.
Crew
Daily
Labor-
Output
Hours
2014 Bare
add
capacity,
Moterial
Unit Ea.
00 fpm, add
1
Labor
Total
Costs
Equipment
Total
IncI
83,500
83,500
O&P
92,000
1,600
1,600
1,775
1400
125fpm, odd
3,525
3,525
3,875
1425
1
50 fpm, add
4,575
4,575
5,050
1450
175 fpm, add
7,350
7,350
8,075
h
1475
For doss "B" loading, add
4,725
4,725
5,200
1500
For class "C-1" loading, add
7,075
7,075
7,775
1525
For class "C-2" loading, add
8,125
8,125
8,925
1550
For class "C-3" loading, add
10,400
10,400
11,500
1575
1600
For travel over
For
number
20
«
odd
V.L.F.,
add
of stops over 2,
2Elev
7.25
2.207
V.LF.
1,250
164
1,414
1,625
"
.27
59.259
Stop
3,375
4,400
ins
10,300
2Elev
.10
160
Ea.
38,600
11,900
50,500
60,500 1,575
14 24 23 - Hydraulic Passenger Elevators 14 24 23.10 Hydraulic Passenger Elevators and Options 0010 2050
HYDRAULIC PASSENGER ELEVATORS AND OPTIONS Hyd. pass., base
unit,
1
500
lb.,
1
00 fpm, 2
stop, std. fin.
2075
For
2000
lb.
capocity,
add
1,425
1,425
2100
For
2500
lb.
capacity,
add
2,750
2,750
3,025
2125
For
3000
lb.
capacity,
add
3,900
3,900
4,300
2150
For
3500
lb.
capacity,
add
6,575
6,575
7,250
2175
For
4000
lb.
capacity,
add
7,875
7,875
8,650
2200
For
4500
lb.
capacity,
add
10,300
10,300
11,300
2225
For
5000
lb.
capacity,
add
14,500
14,500
16,000
2250
For increased speed,
2,075
2,075
2,275
2,800
2,800
3,075
4,625
5,100
8,850
9,725
2275
1
2300
175 fpm, add
2325
200 fpm, add
1
25 fpm, add
50 fpm, add
4,625 ;
2350
For travel over
2375
For
2725
number
12
r
add
V.LF.,
of stops over 2,
4000
Hydraulic hospital, base unit,
2 Elev
add lb.,
100 fpm, 2
stop, std.
fin. :
7.25
2.207
.27
59.259
Stop
160
Ea.
.10
!
V.
.F.
!
^
8,850
740
164
904
1,050
1,800
4,400
6,200
8,575
11,900
68,900
81,000
6,400
7,050
9,375
10,300
57,000
'
2775
For
4500
lb.
'
i
add
capacity,
1
6,400
1
2800
For
2825
For increased speed,
5000
lb.
add
capacity,
9,375
1
!
1
2850
1
2875
175 fpm, add
2900
200 fpm, add
1
^
25 fpm, add
50 fpm, add
2925
For travel over
2950
For
number
1
2
:
'
1r
add
V.L.F.,
of stops over 2,
add
2 Elev
7.25
2.207
VLF
"
.27
59.259
Stop
;
^
2,525
2,525
2,775
3,300
3,300
3,625
5,500
5,500
6,050
8,050
8,050
8,850
164
709
845
4,400
8,400
11,000
730
730
800
890
890
980
3,775
3,775
4,150
545: 4,000
;
14 27 Custom Elevator Cabs and Doors 14 27 13 - Custom Elevator Cab Finishes 14 27 13.10 Cab Finishes 0010 3325
3350
CAB FINISHES Passenger elevator cob finishes (bosed on Acrylic panel ceiling
3500
lb.
cob size) Ea.
3375
Aluminum eggerate
3400
Stainless steel doors
3425
Carpet flooring
595
595
655
3450
Epoxy
450
450
495
3475
Quarry
3500
Slote flooring
464
flooring
tile
flooring
ceiling
850
850
935
1,525
1,525
1,675
I
14 27 Custom Elevator Cabs and Doors 14
2713 - Custom
Elevator
Cab Finishes
14 2713.10 Cab Finishes '
Crew
3525
Textured rubber flooring
3550
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Totol
Costs
Equipment
Labor
Ind
Totol
O&P
635
635
700
Stainless steel walls
4,275
4,275
4,700
3575
Stainless steel returns at door
1,125
1,125
1,225
4450
Hospital elevator cab finishes (based on
890
890
980
Ea.
3500
lb.
cab size)
4475
Aluminum eggcmte
4500
Stainless steel doors
3,775
3,775
4,150
4525
Epoxy flooring
450
450
495
4550
Quarry
850
850
935
4575
Textured rubber flooring
635
635
700
4600
Stainless steel walls
4,375
4,375
4,800
4625
Stainless steel returns at door
940
940
1,025
ceiling
Ea.
flooring
tile
14 28 Elevator Equipment and Controls 14
2810 -
Elevator Equipment
and Control Options
14 28 10.10 Elevator Controls and Doors 0010 2975
AND DOORS
ELEVATOR CONTROLS
Passenger elevator options
3000
2 car group automotic controls
.66
24.242
3025
3 car group automotic controls
.44
36.364
3050
4 car group automatic controls
.33
3075
5 car group automatic controls
.26
3100
6 car group automatic controls
.22
3125
Intercom service
3150
Duplex car selective collective
3175
Center opening
speed doors
2
3200
Center opening 2 speed doors
2
3225
Rear opening doors (opposite front)
2
3250
Side opening 2 speed doors
3275
Automatic emergency power switching
3300
Monual emergency power switching
3625
Hall finishes, stainless steel doors
3650
\7
1
2 Elev
Signal devices, hall lanterns Position indicators, up to
3750
Position indicators, per each over 3
3
3775
High speed heavy duty door opener
3800
Variable voltage, O.H. gearless machine, min.
3815
3850 3875
Basement
^
installed
geared machine
Doors, bi-parting
2 Elev
14,100
48.485
18,400
3,600
22,000
25,700
61.538
33,300
4,575
37,875
43,500
72.727
67,500
5,400
72,900
82,000
995
395
1,390
1,700
8,500
1,800
10,300
12,100
8
1,900
595
2,495
3,000
8
2,650
595
3,245
3,800
8
4,050
595
4,645
5,375
3
5.333
.66
24.242
2
8
4,300
595
4,895
5,625
.66
24.242
1,150
1,800
2,950
3,950
8
2
495
148
643
765
1,625
1,625
1,800
1,400
1,400
1,525
3,600
3,950
653
775
8
2
505
148
9.40
1.702
470
126
596
705
32
.500
420
37
457
515
3,200
3,525
.16
100
51,500
7,425
58,925
67,500
.07
228
80,000
16,900
96,900
113,500
.33
48.485
49,100
3,600
52,700
59,500
.66
24.242
7,475
1,800
9,275
10,900
.66
24.242
23,700
1,800
25,500
28,700
1,800
1,975
Eo.
f
Power operated door and gate Finishes, steel plate floor
14 ga. 1/4" X 4'
1,800
steel plate walls
3975
1
4000
Signal devices, hall lanterns
4050
7,975
11,900
Freight elevator options
3950
4025
6,600
2,700
3,200 2 Elev
Maximum
3900 3925
1,800
9,200
2 month maintenance contract
3725
3825
4,800
Ea.
Stainless steel frames
3675 3700
1
2Elev
1,950
2 month maintenance contract 2 Elev
Position indicators, up to 3 Position indicators, per each over
4075
Variable voltage
4100
Hospital elevator options
basement
installed
3
geared machine
1,950
2,150
3,600
3,950
8
2
495
148
643
765
9.40
1.702
485
126
611
720
32
.500
.66
24.242
425
37
462
520
19,500
1,800
21,300
24,100
465
14 28 Elevator Equipment and Controls
n
'1
14 28 10 - Elevator Equipment and Control Options 14 28 10.10 Elevator Controls and Doors
Daily
Labor-
Crew
Output
Hours
Unit
2 Elev
.66
24.242
Eo.
4125
2 car group automatic
4150
3 car group automatic controls
.44
4175
4 car group automatic controls
4200
cor^trols
2014 Bare Material
.
Total
Costs
Equipment
Labor
Total
Ind
O&P
4,800
1,800
36.364
9,200
2,700
11,900
14,100
.33
48.485
18,400
3,600
22,000
25,600
5 car group automatic controls
.26
61.538
33,300
4,575
37,875
43,500
4225
6 car group automatic controls
.22
72.727
67,500
5,400
72,900
82,000'
4250
Intercom service
4275
Duplex car selective collective
4300
Center opening
speed doors
2
8
4325
Center opening 2 speed doors
2
8
4350
Rear opening doors (opposite front)
2
4375
Side opening 2 speed doors
4400
Automatic emergency power switching
4425
Manual emergency power switching
4675
Hall finishes, stainless steel doors
4700 4725
4750 4775
4800
1
1
990
395
1,385
1,700
1,800
10,300
12,000
1,900
595
2,495
2,975
2,475
595
3,070
3,625
8
4,075
595
4,670
5,375
2
8
6,150
595
6,745
7,675
.66
24.242
1,125
1,800
2,925
3,925
8
2
485
148
.
1,575
1,400
Signal devices, hall lanterns
2 Elev
3
Position indicators, up to
Position indicators, per each aver 3
4850
Variable voltage, O.H. gearless machine, min.
4865
J
2 Elev
Basement Drilling for piston,
installed
1
8" diameter
755 1,725
1,400
1,550
3,600
3,950
8
2
475
148
623
745
1.702
470
126
596
705
32
.500
415
37
452
515
3,200
3,525
.16
100
51,000
7,425
58,425
67,000
.07
228
78,500
16,900
95,400
112,000
20,100
.33
48.485
B-48
80
.700
V.L.F.
M-1
.07
457
Ea.
.07 .06
geared machine
casing included,
633 1,575
9.40
3,200
Maximum
8,000
8,500
2 month maintenance contract
High speed heavy duty door opener
5000
5.333
24.242
Stainless steel frames
4825
4875
3 .66
6,600
3,600
23,700
27,500
53.50
29
36.50
119
144
83,500
32,200
685
116,385
140,500
457
89,500
32,200
685
122,385
147,500
533
87,500
37,600
800
125,900
153,500
14 31 Escalators 14 31 10 - Glass and Steel Escalators 14 31 10.10 Escalators 0010 1000
ESCALATORS Glass,
R1431 10-10
32" wide
x
1
0' floor to floor height
0' floor to floor height
1010
48" wide
X
1
1020
32" wide
X
15'
floor to floor height
1030
48" widex 15'
floor to floor height
.06
533
92,500
37,600
800
130,900
158,500
1040
32" wide
X
20'
floor to floor height
.05
653
92,500
46,000
980
139,480
172,000
1050
48" wide
X
20'
floor to floor height
.05
653
100,500
46,000
980
147,480
180,500
1060
32" wide
x 25' floor to floor height
.04
800
101,000
56,500
1,200
158,700
197,000
48" wide
X 25' floor to floor height
.04
800
116,500
56,500
1,200
174,200
214,000
.07
457
89,500
32,200
685
122,385
147,500
floor to floor height
.07
457
97,000
32,200
685
129,885
155,500
5' floor to floor height
.06
533
94,500
37,600
800
132,900
161,000
.06
533
100,000
37,600
800
138,400
167,000
980
146,980
180,500
1070 1080
Enameled
32" wide
steel,
x
1
0' floor to floor height
1090
48" widex 10'
1110
32" wide
1120
48" widex 15'
1130
32" wide
X
floor to floor height
.05
653
100,000
46,000
1140
48" wide
X 20' floor to floor height
.05
653
108,500
46,000
980
155,480
189,500
1150
32" wide
X 25'
floor to floor height
.04
800
108,500
56,500
1,200
166,200
205,500
1160
48" wide
X 25' floor to floor height
.04
800
125,000
56,500
1,200
182,700
223,500
127,385
153,000
1170 1180
Stainless steel,
48" wide
X
1
20'
floor to floor height
32" wide X
1
0 x
1
'
floor to floor height
0' floor to floor height
,
5
1500
32" wide
1700
48" widex 15'
X
1
'
floor to floor height floor to floor height
V
.07
457
94,500
32,200
685
.07
457
101,500
32,200
685
134,385
160,500
138,400
167,000
.06
533
100,000
37,600
800
.06
533
105,000
37,600
800
143,400
172,500 178,500
188,500
i
1750
32" widex 18'
floor to floor height
.05
615
102,500
43,300
925
146,725
1775
48" widex 18'
floor to floor height
.05
615
111,500
43,300
925
155,725
466
14 31 Escalators 14 31 10 - Glass and Steel Escalators
I'
14 31 10.10 Escalators f
f'
2300
32" wide
X
2500
48" wide
x 25' floor to floor height
25'
floor to floor height
Daily
Labor-
Crew
Output
Hours
Unit
M-1
.04
800
Eo.
.04
800
6.50
4.923
2014 Bare Material
Lobor
Total
Costs
Equipment
Total
O&P
IncI
114,000
56,500
1,200
171,700
211,500
131,500
56,500
1,200
189,200
230,500
850
345
7.40
1,202.40
1,475
14 32 Movins Walks 14 32 10 - Moving Walkways 14 32 10.10 Moving Walks 0010
0020
MOVING WALKS 300'
0100 0300
48"
100' Ramp,
1
2°
0900
48"
1000
M-1
minimum
350', maximum
to
36"
tread width,
minimum
90' maximum
to
2,075
2,445.85
2,900
3.82
8.377
2,250
590
12.55
2,852.55
3,375
9.10
5.27
6.072
1,575
430
2,014.10
2,375
3.82
8.377
2,250
590
12.55
2,852.55
3,375
8.964
2,300
630
13.45
2,943.45
3,475
2,900
775
16.50
3,691.50
4,375
1
16
5,325
1,175
6,500
7,650
.20
80
7,350
5,925
13,275
17,000
1
16
14,500
1,175
15,675
17,700
.20
80
22,900
5,925
28,825
34,100
1
16
7,325
1,175
8,500
9,825
.50
32
17,300
2,375
19,675
22,600
5,500
2,575
8,075
10,100
7,750
385
8,135
9,125
Lifts
Inclined Wheelchair Lifts
7700
Stair climber (chair
lift),
Lifts
and Stairclimbers
AND STAIRCLIMBERS
single seat,
minimum
2 Elev
Maximum lift,
minimum
Maximum
14 6 - Vertical — 421 _____— — — Wheelchair 14 42 16.10 Wheelchair WHEELCHAIR
Lifts
Lifts
minimum
lift,
2 Elev "
Maximum
14 45 Vehicle 14 4510.10 Hydraulic
Ea.
Lifts
14 4510 - Hydraulic Vehicle HYDRAULIC
Ea.
LIFTS
Wheelchair
8500
0010
1,695.85
10.85
10.997
INCLINED WHEELCHAIR LIFTS
8000
10.85
510
3.57
70',
to
0010
0010
510
1,925
2.91
8900
1
1,175
7.223
maximum
7800
L—
7.223
minimum
4213 -
Stair
4.43
4.43
tread width,
14 42 13.10 Inclined Wheelchair
8700
L F.
40'
14 42 Wheelchair 14
020
500', maximum
to
incline,
70'
0700
4321
minimum
tread width walk,
0400
0600
R1
Walk, 27" tread width,
Lifts
Lifts
LIFTS
2200
Single post,
2810
Double post,
8000
capacity
lb.
6000
lb.
L-4
capacity
.40
60
2.67
8.989
Ea.
2815
9000
2.29
10.480
18,400
450
18,850
20,900
2820
1
5,000
lb.
capacity
2
12
20,800
515
21,315
23,600
2822
26,000
lb.
capacity
1.80
13.333
13,700
575
14,275
16,000
2825
30,000
lb.
capacity
1.60
15
45,900
645
46,545
51,500
20,600
2830
Ramp
lb.
capacity
2
12
18,000
515
18,515
35,000
lb.
capacity
1
24
83,500
1,025
84,525
93,500
50,000
lb.
capacity
1
24
93,500
1,025
94,525
104,500
2845
75,000
lb.
capocity
1
24
108,500
1,025
2850
For drive thru tracks, add,
2835
2840
2855
2860
style,
4 post, 25,000Jb. capacity
minimum
Maximum Ramp
extensions, 3' (set of 2)
109,525
121,000
1,150
1,150
1,275
1,975
1,975
2,175
945
945
1,050
467
14 45 Vehicle
Lifts
14 45 10 - Hydraulic Vehicle 14 45 10.10 Hydraulic
Lifts
Lifts
Crew
2865
Rolling jack platform
2870
Electric/hydraulic jacking
Daily
Labor-
Output
Hours
2014 Bare Material
Unit
.
Ea.
beam
I
Labor
Total
Costs
Equipment
Total
IncI
O&P
3,300
3,300
3,625
8,825
8,825
9,700
8,650
8,650
9,525
i
2880
Scissor
lift,
portable,
6000
lb.
capacity
14 51 Correspondence and Parcel 14 51 10 “
Electric
Correspondence and Parcel
14 51 10.10 Correspondence 0010 0020
CORRESPONDENCE 1
floor,
0100
2 stop,
Hand, 5
25
lb.
0010 0020
PARCEL 20"
Lifts
Lifts
LIFTS lb.
capacity, electric
2Elev
.20
80
"
.20
80
.25
64
Ea.
3.50
4.571
Floor
3.20
capacity
14 51 10.20 Parcel
Lifts
6,500
5,925
12,425
16,000
2,500
5,925
8,425
11,600
10,000
3,075
13,075'
15,500
1,700
250
1,950
5
1,775
274
2,049
2,375
Ea.
Lifts
LIFTS X
14 91
20",
1
00
lb.
2
capacity, electric, per floor
Mill
Chutes
Facility
14 91 33 - Laundry and linen Chutes 14 91 33.10 Chutes 001
1
0050 0100
CHUTES,
linen, trash or refuse
Aluminized steel,
1
6 ga.,
1
8" diameter
2 Shee
24" diameter
-
2,250
0200
30" diameter
3
5.333
2,125
292
2,417
2,775
0300
36" diameter
2.80
5.714
2,625
315
2,940
3,375
8" diameter
3.50
4.571
1,000
250
1,250
1,475
0500
24" diameter
3.20
5
1,125
274
1,399
1,675
0600
30" diameter
3
5.333
1,275
292
1,567
1,850
0700
36" diameter
1,815
2,125
0400
0800
Galvanized steel,
Stainless steel,
1
1
6 ga.,
1
8" diameter
2.80
5.714
1,500
315
3.50
4.571
3,000
250
3,250
3,675
3,150
274
3,424
3,875
3,750
292
4,042
4,575
3,950
315
4,265
4,800
1,400
219
1,619
1,875
0900
24" diameter
3.20
5
1000
30" diameter
3
5.333
1
'
1005 1200 1300
1500
36" diameter Linen chute bottom collector, oluminized steel Stainless steel
Refuse, bottom hopper, aluminized steel,
1600
24" diameter
1800
36" diameter
1
8" diameter
2.80
5.714
4
4
‘
11 Ea.
1
4
4
1,800
219
2,019
2,300
3
5.333
1,025
292
1,317
1,575
3
5.333
3
5.333
4.50
3.556
1
[
1
292
1,542
1,825
2,500
292;
2,792
3,200
2,425
194
2,619
2,975
6,325
585
6,910
7,875
1,250
!
14 91 82 - Trash Chutes 14 91 82.10 Trash Chutes and Accessories 0010 2900
TRASH CHUTES AND ACCESSORIES Package chutes,
Maximum
spiral type,
minimum
2Shee "
1.50
10.667
Floor
"
14 92 Pneumatic Tube Systems 14 92 10 - Conventional/ Automatic and Computer Controlled Pneumatic Tube Systems 14 92 10.10 Pneumatic Tube Systems OOlO '
0020
Daily
Labor-
Crew
Output
flours
Unit
Material
Total
6,600
7,800
14,400
19,100
7,450
10,400
17,850
23,900
36
15
51
62
Total
Costs
Equipment
Total
InclO&P
PNEUMATIC TUBE SYSTEMS 100'
long, single tube, 2 stations, stock
OlOO
3" diameter
2Stpi
.12
133
0300
4" diameter
"
.09
177
2Stpi
0400
2014 Bare Labor
Twin tube, two stations or more, conventional system
/2"
0600
2-1
62.50
.256
0700
3" round
46
.348
36
20.50
56.50
70
0900
4" round
49.60
.323
44
18.85
62.85
77
4" X 7" oval
37.60
.426
76
25
101
121
blower
2
8
System
5,200
470
5,670
6,425
7.50
2.133
Ea.
1,275
125
1,400
1,600
7.50
2.133
1,275
125
1,400
1,600
.75
21.333
6,375
1,250
7,625
8,900
.25
64
12,700
3,750
16,450
19,600
93.40
.171
1
000
1050
Add
for
round
1110
Plus for eoch round stotion,
1150
Plus far
add
L. F.
//
1200
Alternate pricing method: base cost,
minimum
Plus total
Total /
Maximum
1300 1500
each oval statian, add
system length, add, minimum
L. F.
8.20
10
18.20
24
f
Maximum
1600 1800
2200 2400
2800
Completely automatic system, 4" round, 51 to
6" round
144
or
1
5 to
50
stations
4" x 7"
oval,
51 to 144 stotions
1
5 to
50
stations
stotions
37.60
.426
.29
55.172
24.50 Stotion
25
49.50
64
20,100
3,225
23,325
27,000
.32
50
15,600
2,925
18,525
21,600
.24
66.667
25,200
3,900
29,100
33,600
.23
69.565
21,100
4,075
25,175
29,400
469
Division
Notes DAILY
1
470
BARE COSTS
LABOR-
CREW OUTPUT HOURS
UNIT
MAT.
LABOR
EOUIP.
TOTAL TOTAL
INCLO&P
I I
!
Estimating Tips Pipe for fire protection and all
uses
is
located in Subdivisions
21 11 13 and 22 11 13.
The
labor adjustment factors
listed in
Subdivision 22 01 02.20
also apply to Division 21.
Many, but not all, areas in the U.S. require backflow protection in the fire system. to
It is
advisable
check local building codes for
specific requirements.
For your reference, the following is a list of the most applicable Fire Codes and Standards which may be purchased from the NFPA, 1 Batterymarch Park,
Quincy,
MA 02169-7471.
NFPA NFPA
1:
Uniform
Fire
Code
10: Portable Fire
NFPA
20: Installation of
Stationary Pumps, for Fire
Extinguishers
Protection
NFPA
NFPA
1 1
:
Low-, Medium-, and
Water Tanks
22:
High-Expansion Foam
Private Fire Protection
NFPA
NFPA
Carbon Dioxide Extinguishing Systems (Also companion 12A|
NFPA
12:
13: Installation of
24: Installation of Private
Fire Service
Mains and
NFPA
25: Inspection, Testing
Sprinkler Systems (Also
companion 13D,
Protection
NFPA
15:
Systems
NFPA
Water Spray Fixed
for Fire Protection
and
Water-Based Fire
Reference Numbers Reference numbers are
shaded boxes 16: Installation of
Foam-Water Sprinkler and Foam-Water Spray Systems
NFPA
of
14: Installation of
Standpipe and Hose Systems
NFPA
their
Appurtenances
Maintenance
13E, and 13R)
for
17:
Dry Chemical
Extinguishing Systems (Also
at the
some major numbers refer
shown
beginning of
classifications.
These
to related items in
the Reference Section.
The
reference information
may
be
companion 17A)
an estimating procedure, an alternate pricing method, or
NFPA
technical information.
18:
Wetting Agents
Note: Not
all
subdivisions listed
here necessarily appear in this publication.
Note: Trade Service, in part, has been used as a reference source for of the material prices used in Division 21.
in
some
21 05
Common Work Results for Fire
Suppression
21 05 23 - General-Duty Valves for Water-Based FIre-Suppresslon Piping 21 05 23.50 General-Duty Valves 0010
GENERAL-DUTY VALVES,
6200
Valves and components
6500
Check, swing,
4"
6520 6800
water-based
for
4"
C.l.
Labor-
Hours
2014 Bare Unit
Material
Labor
Total
Costs
Equipment
Ibtol
i
Ind
O&P
suppression
body, brass fittings, auto,
C.l.
Daily
Output
1
fire
ball drip
size
Check, wafer, butterfly type,
6820
Crew
Q-12
3
5.333
0-12
4
4
Ea.
335
266
601
Ea.
460
199
659
765
body, bronze fittings ^
size
*
805 1
21 11 Facility Fire-Suppression Water-Service Piping 21 11 16 - Facility Fire Hydrants 21 11 16.50 Fire Hydrants for Buildings 0010 3750
FIRE
HYDRANTS FOR BUILDINGS
Hydrants, wall, w/caps, single, flush, polished brass
3800
2-1/2" X 2-1/2"
3840
2-1/2"
Q-12
5
3.200
5
3.200
n
X 3"
Ea.
193
160
353
455
410
160
570
690
545
160
705
840
785
173
958
1,125
242
160
402
505
495
173
668
805
387.50
465
I
3900 3950
For polished chrome, odd
i
20%
Double, flush, polished brass
4000
2-1/2"
X
2-1/2"
X
4"
Q-12
4040
2-1/2"
2-1/2"
X
6"
"
X
5
3.200
4.60
3.478
Ea.
1
4200 4350
10%
Double, projecting, polished brass
2-1/2"
4400
X
2-1/2"
X
4"
Q-12
5
3.200
ff
4450 4460
iT
For polished chrome, add
X
4470
&
chain, extension rod
cpig.,
ff
4.60
3.478
Q-12
8
2
Ea.
288
Q-12
5
3.200
Ea.
151
160
311
410
156
160
316
415
495
160
655
785
690
173
863
1,025
X
Valve control, dbl. flush/projecting hydrant, cap
Ea.
&
escutcheon, polished brass
99.50
21 11 19 - Fire-Department Connections 21 11 19.50 Connections for the Fire-Department 0010 7140
CONNECTIONS FOR THE FIRE-DEPARTMENT Standpipe connections, wall, w/plugs
7160
Single, flush, brass,
2-1/2"
7180 7240
X
2-1 /2"
x 2-1 /2"
"
3"
f
5
3.200
15%
Double, flush, polished brass
7300
2-1/2" X 2-1/2"
X
4"
7330
2-1/2"
X
6"
X
2-1/2"
7400
For polished chrome, add
7440
For
7920
chains
For polished chrome, add
7280
7900
&
sill
Q-12
5
3.200
4.60
3.478
Eo. r
tr
15%
cock combination, add
8000
8020 8040
472
94.50
86
Ea.
1,575
166
1,741
2,000
1,575
166
1,741
2,000
166
1,566
1,800
Three way, flush, polished brass
2-1/2" (3)x4"
Q-12
4.80
3.333
4.80
3.333
ft
7930
86
Ea.
2-1/2" (3)x6" For polished chrome, add
ir
9%
Three way, projecting, polished brass
2-l/2"(3)x4"
Q-12
4.80
3.333
Ea.
1,400
21 12 Fire-Suppression Standpipe S 21
1213 -
A
Fire-Suppression Hoses and Nozzles and Nozzles
21 12 13.50 Fire Hoses
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Total
Costs
Equipment
Labor
Total
IncI
O&P
0010 Tire hoses and nozzles
0200
Adapters, rough brass, straight hose threads
One
0220
piece,
female
0320
2"x2"
0380
2-1/2"
2200
Fa.
X
2-1/2"
-
46
46
50.50
42
42
46
19
19
21
Hose, less couplings
2260
300
Synthetic jacket, lined,
2280
2-1
2360
/2"
/2"
2-1
lb. test,
1-1
/2"
diameter
0-12
diometer
High strength,
2380 5600
male, rocker lugs
to
l"xl"
0240
500
lb. test, 1-1
/2"
diameter
diometer
2600
.006
2200
3.09
.31
3.40
3.86
.007
5.30
.36
5.66
6.40
2600
.006
3.18
.31
3.49
3.96
2200
.007
5.65
.36
6.01
6.75
L. F.
Nozzles, brass
5620
Adjustable fog,
3/4"
booster
Fa.
line
106
106
116
125
125
137
5630
1
5640
1-1/2" leader
5660
2-1
/2"
direct connection
143
143
158
2-1
/2"
playpipe nozzle
209
209
230
390
390
430
525
525
575
375
410
5680
" booster line
5780
For
5850
Electrical fire,
chrome
5920
2-1/2"
Fa.
6%
For polished chrome, add
Heavy
duty,
comb.
and
odj. fog
1" booster
6210
str.
stream, with handle
0010 2600
FIRE
Hose Racks
Hose Racks
HOSE RACKS
Hose
2620
375
Fa.
line
21 12 19 - Fire-Suppression 21 12 19.50 Fire
83
adjustable fog, no shock
1-1/2"
6200
75.50
8%
add
plated,
5900
5980
75.50
line
rack, swinging, for 1-1
Enameled
steel,
/2"
50'
diameter hose.
& 75'
Q-12
lengths of hose
20
.800
Eo.
20
.800
"
58
40
98
58
40
98
125
i
100' and 125' lengths
2640
j
ft
of
hose
21 12 23 - FIre-Supprcssion 21 12 23.70 Fire 0010 0080
FIRE
1
Hose Valves
Hose Valves
Wheel handle, 300
lb.,
1-1/2"
ISpri
12
.667
"
7
1.143
2-1/2"
Fa.
"
37
123
151
63.50
230.50
279
14.35
27.50
41.85
58
9.35
27.50
36.85
52.50
33
36
86
167
0100
For polished brass, add
35%
0110
For polished chrome, add
50%
21 13 13.50 Wet-Pipe Sprinkler System
2600
3700
125
HOSE VALVES
0090
0010
.
WET-PIPE SPRINKLER SYSTEM
Components
COMPONENTS
Sprinkler heads, not including supply piping
Standard spray, pendent or upright, brass, 135°F to
3730
1/2"
3740
1/2"
NPT,
7/1 6"
NPT,
1/2"
orifice
286°F 1
Spri
16
.500
16
.500
Fa.
ft
orifice
3860
For
wox and
3880
For
wax
coating, add
19.75
19.75
21.50
3900
For lead coating, add
21.50
21.50
23.50
3920
For 360°F,
lead coating, add
same
33
\
cost
473
....
21 13 Fire-Suppression Sprinkler Systems 21
1313 - Wet-Pipe
For400°F
3940
For
4500
1
1/2"
NPT,
1/2"
NPT,
3/8"
4830
1/2"
NPT,
7/16"
4840
1/2"
NPT,
1/2"
Hours
2014 Bare Materiol
Unit
•
Labor
Total
Costs
Equipment
Total
i
Ind
O&P
87.50
87.50
96.50
87.50
87.50
96.50
68
/r
286°F
to
1
35°F
1
to
Spri
16
.500
Fa.
,
23.50
27.50
51
45
44.50
89.50
22
44.50
66.50
91
18.15
44.50
62.65
87
286°F
orifice
1
Spri
orifice
orifice
10
.800
10
.800
10
.800
Fa.
117
*
Dry-Pipe Sprinkler Systems
21 13 16.50 Dry-Pipe Sprinkler System DRY-PIPE SPRINKLER SYSTEM Accelerotor
2600
Sprinkler heads, not including supply piping Dry, pendent,
1
/2"
orifice,
Components
COMPONENTS
0600
2640
T’'
1
4820
0010
Labor-
360°F, same cost
Recessed pendent, brass,
1316 -
35°F
orifice
4800
21
Daily
Output
>
1/2" For
Crew
Fa.
Sidewall, horizontal, brass,
4540
Components
500°F
4520
1
Sprinkler Systems
21 13 13.50 Wet-Pipe Sprinkler System 3930
^ ^
3/4"
1
Spri
8
1
Fa.
715
55.50
770.50
870
1
Spri
Fa.
1" NPT
or
8" length
2700
1
/4"
to
1
14
.571
137
31.50
168.50
199
2710
18-1/4"
to
21"
length
13
.615
142
34
176
208
2720
21-1/4"
to
24"
length
13
.615
147
34
181
214
2730
24-1
to
27"
length
13
.615
153
34
187
220
3,500
400
3,900
4,450
3,925
530
4,455
5,100
198
37
235
273
1,675
425
2,100
2,500
3,200
855
4,055
4,775
5-1
/4"
21 13 26 ~ Deluge Firc-Suppression Sprinkler Systems 21 13 26.50 Deluge Fire-Suppression Sprinkler Sys. 0010 6200
Comp.
DELUGE FIRE-SUPPRESSION SPRINKLER SYSTEM COMPONENTS Valves and components
7000
Deluge, assembly,
7020
operated
incl. trim,
relief,
pressure
emergency
gouges
release,
2" size
7040
3"
7060
Q-12
8
2
size
Fa.
"
ft
1.50
10.667
12
.667
21 13 39 - Foam-Water Systems 21 13 39.50 Foam-Water System
Components
0010
FOAM-WATER SYSTEM COMPONENTS
2600
Sprinkler heads, not including supply piping
3600
Foam-water, pendent or upright,
.
1/2" NPT
1
Spri
Fa.
21 21 Carbon-Dioxide Fire-Extinguishing Systems 21 21 16 - Carbon-Dioxide FIre-ExtInguishIng Equipment 21 21 16.50 0010
C02
Extinguishing System
Fire
CO2 FIRE EXTINGUISHING SYSTEM
0042
For detectors and control stotions, see Section
0100
Control panel, single
0150
zone with
28 31 23.50
zones
botteries (2
det.,
1
suppr.)
1
Flee
1
8
.50
16
18
.444
6
2.667
1,250
"
Multizone (4) with batteries (8 zones
1000
Dispersion nozzle,
2000
Fxtinguisher,
2100
CO 2
,
COj system, high
100
det.,
4 suppr.)
3" x 5" pressure,
1
75
lb.
Plum Q-1
cylinder
n lb.
5
3.200
L-1
4
4
Plum
6
1.333
8
1
cylinder
3000
Flectro/mechanical release
3400
Manual
4000
Pneumotic damper release
pull station
1
ft
474
Fa.
65
25.50
90.50
no
138
1,388
1,550
1,275
166
1,441
1,650
163
222
58.50
217
CO 00
515
76.50
135
181
57.50
274.50
325
^ I’
21 22 Clean-Agent Fire-Extmguishmg Systems 21
2216 - Clean-Agent
21 22 16.50 0010
FM200
FM200 FIRE
Fire-Extinguishing
Fire Extinguishing
Equipment
System
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Total
Costs
Equipment
Lobor
—
Total
EXTINGUISHING SYSTEM
1100
Dispersion nozzle
2400
Extinguisher,
M/2"
FM200,
FM200
system,
1
Plum
14
Q
r—— InclO&P
1
.571
Fa.
65
33
98
121
Ea.
with mounting bracket
filled,
2460
26
lb.
container
8
2
2,225
104
2,329
2,600
2480
44
lb.
container
7
2.286
2,975
118
3,093
3,450
2500
63
lb.
container
6
2.667
3,475
138
3,613
4,025
2520
101
5
3.200
4,650
166
4,816
5,350
4
4
7,550
207
7,757
8,625
2540
1
96
lb.
container
lb.
container
1
7
7
'v
6000
Average
FM200
system,
minimum
C
21 31 Centrifugal Fire
Pumps
21 31 13 - Electric-Drive^ Centrifugal Fire PUMPS
ELECTRIC-DRIVE FIRE
1.71
1.88
3.40
3.40
3.74
r
I
Pumps
Pumps
21 31 13.50 Electric-Drive Fire 0010
1.71
7t
Maximum
6020
F.
Including controller, fittings
and
relief
valve
3100
250 GPM,55psi,15HP,3550 RPM, 2" pump
.70
45.714
15,200
2,400
17,600
20,500
3200
500 GPM, 50psi, 27
HP,
1770 RPM, 4" pump
.68
47.059
15,500
2,475
17,975
20,900
3350
750 GPM, 50
HP,
1770 RPM, 5" pump
.64
50
16,200
2,650
18,850
21,800
3400
750 GPM, 100
.58
55.172
18,700
2,900
21,600
24,900
5000
For jockey
pump
psi,
1",
44
psi,
3
66
HP,
Q-13
3550 RPM, 4" pump
HP, with control,
r
add
21 31 16 - Diesel-Drive/ Centrifugal Fire 21 31 16.50 Diesel-Drive Fire 0010
DIESEL-DRIVE FIRE
PUMPS
Q- 2
2
Q-13
Ea.
8
,r
2,525
400
2,925
3,375
.64
50
Ea.
35,300
2,650
37,950
42,800
.60
53.333
36,300
2,825
39,125
44,200
.56
57.143
39,800
3,025
42,825
48,300
.34
94.118
50,500
4,975
55,475
63,000
.24
133
70,500
7,025
77,525
88,000
:
Pumps
Pumps
Including controller, fittings
0050
500 GPM, 50
psi,
27
HP,
4" pump
0200
750 GPM, 50
psi,
44
HP,
5" pump
relief
valve
4" pump
0400
1
000 GPM,
1
00
psi,
89
0700
2000 GPM,
1
00
psi,
1
67
HP,
6" pump
0950
3500 GPM, 100
psi,
300
HP,
10" pump
HP,
and
r
475
Division
Notes DAILY
1
BARE COSTS
LABOR-
CREW OUTPUT HOURS
UNIT
MAT.
LABOR
•
'
«
476
EOUIP.
TOTAL TOTAL
INCLO&P
There are exceptions with hanger spacing such as for cast iron pipe (S') and plastic pipe
jEstimatrns Tips I
22 10 00 Plumbing
and Pumps
\Piping
(3
per
10').
Following each type
22 40 00 Plumbing Fixtures •
Plumbing fixture costs usually require two lines: the fixture itself and its "rough-in, supply, and waste."
•
In the Assemblies Section
of pipe there are several lines
^This subdivision is primarily
listing sizes
and related materials. iThe pipe may be used by any of the mechanical disciplines, i.e., 'basic pipe
and the amount
to be subtracted to delete
couplings and hangers. This
is
(Plumbing D2010)
I
plumbing, heating,
for pipe that is to
fire protection,
and
CPVC
approved for
plastic piping fire
these runs are usually long, and
System Components Group at the center of the page shows the fixture on the first line. The
frequently longer lengths of
is
located in 21 11 13. •
The
rest of the list (fittings, pipe,
pipe are used. By deleting the
tubing, etc.) will total
labor adjustment factors
listed in
couplings, the estimator
what we
that the
Subdivision 22 01
is
that
is
refer to in
up to the Unit
02.20 apply throughout
expected to look up and add
Price section as "Rough-in,
Divisions 21, 22, and 23.
back the correct reduced
supply, waste,
CAUTION: the may
number
most fixtures we allow a nominal 5' of tubing to reach from the fixture to a main or
percentage
correct
vary for the •
same items. For example, the percentage add for the basic
based on the
maximum must
that the craftsman
When preparing an estimate, it may be necessary to
25% and 50%
install
pipe. for that particular section.
the pipe
is
is 18'
high
it is
then the height
and the add
is
is
(4'
actually 18'
20%. The pipe have
and so his or her add should be 10%. to go
above the
Most pipe
is
straight pipe
14',
priced
with a
•
Remember
that gas- and
oil-fired units
need venting.
is
For historic restoration projects, the systems
must be
invisible as possible,
as
and
pathways must be sought for pipes, conduit, and ductwork. While installations in accessible spaces (such as
basements and
Reference Numbers Reference numbers are shown in
joint
10'.
estimate, labor costs
may
more
difficult to
when
delivery systems
beginning of
some major classifications. These numbers refer to related items in the Reference Section. The reference information
may
he
an estimating procedure, an alternate pricing method, or
Note: Not
relatively straightforward to
(coupling, weld, etc.) every 10'
at the
technical information.
attics) are
first as
and a hanger usually every
•
shaded boxes
rods),
coverer, however, does not
The lower percentage
and the higher number is for complex areas, such as mechanical rooms.
suspended on threaded rod
which
of the cost of the
for simpler runs,
from beams, the bottom flange of
between
If
to be located 14'
above the floor but
riser.
fittings.
Fittings usually run
height
and vent." Note
that for
of couplings.
approximate the
pipe installation should be
•
The reason
couplings are deleted
protection
for the
desired fixture, the
supported together on trapeze
air conditioning.
hangers.
Note:
be buried or
all
subdivisions listed
here necessarily appear in
be publication.
determine
must
be concealed.
Note: Trade Service, in part, has been used as a reference source for of the material prices used in Division 22.
some
this'
9
22 01 Operation and Maintenance of Plumbing 22 01 02 - Labor Adjustments 22 01 02.10 0010
Boilers, General
BOILERS, GENERAL,
0020
gas or
00
Boiler H.P.:
01
0150
do not include
Prices
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
•
Labor
Total
Costs
Equipment
Total
IncI
0
KW = 34
= 33,475
Ib./steom/hr.
To convert SFR to BTU rating: Hot water,
O&P
flue piping, elec, wiring,
i
piping, boiler base, pod, or tankless unless noted
oil
1
Crew
1
50
BTU/hr.
1
R235000-50
x SFR; i
01 60
Forced hot water,
1
80
x SFR; steam,
240
x
SFR !
22 01 02.20 Labor Adjustment Factors 1
0010 0100
LABOR ADJUSTMENT FACTORS,
(For Oiv. 21,
22 and 23)
r
1
R2201 02-20
Labor factors. The below are reasonable suggestions, however «
0110
each project must be evaluated
0120
the adjustments be increased or decreased depending on the
0130
for
its
own
peculiarities,
and
severity of the special conditions. 1
1000
Add
to labor for elevated installation
(Above
floor level)
1080
10'
to
14.5' high
1100
15'
to
19.5' high
1120
20'
to
24.5' high
1140
25'
to
29.5' high
35%
1160
30'
to
34.5' high
40%
1180
35'
to 39.5' high
1200
40' ond higher
10%
20% j
2000
Add
to labor for crawl
2100
3' high
2140
4' high
3000
Add
W&
50% i
space
55% !
j
' i
40% 30%
to labor for multi-story building
Add per
floor for floors
3 thru
3140
Add per
floor for floors
20 and up
Add
1
1
3100
4000
25%
to labor for
working
in existing
2%
1
4%
occupied buildings
4100
Hospital
35%
4140
Office building
25%
4180
School
20%
4220
Factory or warehouse
15%
4260
Multi dwelling
15%
5000
Add
to labor, miscelloneous
V
5100
Cramped
5140
Congested area
15%
5180
Excessive heat or cold
30%
9000 9010 9100
35%
shaft
Labor factors. The above are reasonable suggestions, however
each project should be evaluated for
its
peculiarities.
Other factors to be considered are:
9140
Movement
9180
Equipment room
9220
Attic
9260
No
9300
Poor unloading/storage area
9340
Congested
478
own
of material and
equipment through finished areas *
space
service road
site
area /heavy
traffic
1
P
Common Work Results for Plumbing
22 05
22 05 05 - Selective Plumbing Demolition 22 05 05.10 Plumbing Demolition PLUMBING DEMOLITION OOlO 1020
Crew
Daily
Labor-
Output
Hours
Unit
4
2
Ea.
6
1.333
76.50
1100
Bathtubs, cast iron
1120
Fiberglass
1140
Steel
1200
Lavatory, wall
1
Plum
hung
1500
174
76.50
116 139
5
1.600
92
92
10
.800
46
46
69.50
57.50
57.50
87
8
57.50
57.50
87
Double compartment
7
1.143
66
66
99.50
57.50
57.50
87
66
66
99.50
115
115
66
66
closet, floor
mounted
mounted
Urinal, floor
Wall mounted
1520
115
1
Wall mounted
1420
115
1
Water
1400
O&P
Ind
Totol
8
Sink, single
1320
Total
Costs
Equipment
compartment
Counter top
1300
Labor
10' piping
Fixtures, including
1220
2014 Bare Materiel
8
1
7
1.143
4
2
7
1.143
174 99.50
1600
Water fountains, free standing
8
1
57.50
57.50
87
1620
Wall or deck mounted
6
1.333
76.50
76.50
116
200
.040
2.30
2.30
3.48 4.63
13.90
2000
up thru
Piping, metal,
2050
2"
2100
4"
2150
8"
/2"
thru thru
6" diameter
thru
1
1
2155
24"
2156
30" Plastic pipe
diameter
Q-18
.053
3.07
100
.160
9.20
9.20
60
.267
15.35
70
.343
18.70
.436
24 33
55
thru
36" diameter
40
.600
250
.032
with
fittings,
up thru
2164
4"
thru
6" diameter
2166
8"
thru
14" diameter
1-1
/2"
diameter
for salvage,
urn
I
15.35
23
19.49
29.50
1
25
37
1.38
34.38
51
.79
1.84
1.84
2.78
/
Q-l
6" diameter
Deduct
150
26" diameter
2162
1
2 Plum
L.F.
3.07
thru
thru 3" diameter
2212
1r
4" diameter
2"
2168
diameter
6" thru 20" diameter
2153
2160
1-1
3-1 /2"
1r
200
.040
2.30
2.30
3.48
200
.080
4.14
4.14
6.25
150
.107
5.55
5.55
8.35
100
.160
8.30
8.30
12.50
aluminum scrap
1r
Ton
700
770
2214
Brass scrap
2,450
2,675
2216
Copper scrap
3,200
3,525
2218
Lead scrap
520
570
2220
Steel scrap
180
200
2250
Water heater, 40
9470
gal.
1
Plum
Q1
Water softener
6
1.333
76.50
Ea. f
2
8
24
.333
3/4"
22
1"
1-1/4"
415
76.50
415
116
625
22 05 23 ~ General-Duty Valves for Plumbing Piping 22 05 23.10 Valves, Brass VALVES, BRASS
0010 0500
Gas cocks, threaded
0530
1/2"
0540
0550
^
0560
1
urn
13.15
19.20
32.35
43.50
.364
15.50
21
36.50
48.50
19
.421
31
24
55
70.50
15
.533
44.50
30.50
75
95.50
Ea.
,
22 05 23.20 Valves, Bronze 0010 1020 1030
VALVES, BRONZE Angle,
1
50
lb., rising
1/8"
stem, threaded 1
Plum
24
.333
Ea.
135
19.20
154.20
177
19.20
154.20
177
1040
1/4"
24
.333
135
1050
3/8"
24
.333
135
19.20
154.20
177
1060
1/2"
22
.364
135
21
156
180
1070
3/4"
20
.400
184
23
207
237
1080
1"
19
.421
265
24
289
330
1100
1-1/2"
13
.615
445
35.50
480.50
545
479
P
22 05 Common Work Results for Plumbing 22 05 23 - General-Duty Valves for Plumbing Piping 22 05 23.20 Valves, Bronze .2"
1110
1300
Crew 1
Plum
Daily
Labor-
Output
Hours
Unit
Material
11
.727
Ea.
715
2014 Bare Labor
42
Total
Costs
Equipment
Total
IncI
757
O&P
850
Ball ;
1398
Threaded,
1
50
psi
1400
1/4"
24
.333
1430
3/8"
24
.333
1450
1/2"
22
.364
1460
3/4"
20
1470
1"
19
1480
1-1/4"
15
.533-
56
30.50
1490
M/2"
13
.615
69.50
35.50
105
130
1500
2"
11
.727
88
42
130
160
1
Plum
13.55
19.20
32.75
44
13.55
19.20
32.75
44
13.55
21
34.55
46.50
.400
22.50
23
45.50
59.50
.421
32
24
56
71.50
Ea.
108
86.50
1750
Check, swing, class
1800
1/8"
24
.333
63
19.20
82.20
1830
1/4"
24
.333
63
19.20
82.20
1840
3/8"
24
.333
67
19.20
86.20
103
1850
1/2"
24
.333
72
19.20
91.20
108
1860
3/4"
20
.400
95
23
1870
1"
19
.421
137
24
161
187
1880
M/4"
15
.533
198
30.50
228.50
265
1890
1-1
/2"
13
.615
230
35.50
265.50
305
1900
2"
11
.727
340
42
382
435
15
1.067
760
55.50
815.50
920
50, regrinding
1
disc,
threaded 1
2-1/2"
1910
Plum
Q
1
Ea.
''
r
98.50 98.50
118
139
For
200
lb.,
add
5%
10%
2040
For
300
lb.,
add
15%
15%
2850
Gate, N.R.S., soldered,
54.50
19.20
73.70
89
2000
125
psi
2900
3/8"
24
.333
2920
1/2"
24
.333
46.50
19.20
65.70
80.50
2940
3/4"
20
.400
53
23
76
93
2950
1"
19
.421
75
2960
1-1/4"
15
.533
115
30.50
2970
1-1/2"
13
.615
129
35.50
164.50
196
2980
2"
11
.727
182
42
224
264
2990
2-1/2"
15
1.067
455
55.50
510.50
590
3000
3"
13
1.231
595
64
659
750
3850
Rising stem, soldered,
3950
1"
19
.421
189
24
213
245
11
.727
505
42
547
625
13
1.231
1,675
64
1,739
1,950
24
.333
1
Plum
1r
3980
2"
4000
3"
Q-1
300
Ea.
1
24
119
99
173
145.50
psi
1
Plum
Eo.
tf
Q-1
4250
Threaded, class
4310
1/4"
4320
3/8"
24
.333
4330
1/2"
24
.333
4340
3/4"
20
.400
4350
1"
19
.421
4360
1-1/4"
15
.533
150 urn
1
19.20
90.20
108
71
19.20
90.20
108
65
19.20
84.20
101
76
23
99
119
102
24
126
149
139
30.50
169.50
200
Ea.
-
4370
1-1/2"
13
.615
175
35.50
210.50
246
4380
2"
11
.727
235
42
277
320
4390
2-1/2"
15
1.067
550
55.50
605.50
690
4400
3"
13
1.231
765
64
829
935
100%
15%
4500 4540 4850
4920
r r
For
300
Q
1
K
psi,
threaded, add
15%
For chain operated type, odd
Globe, class
1
50,
rising
1/4"
stem, threaded 1
Plum
24
.333
Ea.
102
19.20
141
121.20 L
480
P
Common Work Results for Plumbing
22 05
22 05 23 - General-Duty Valves for Plumbing Piping 22 05 23.20 Valves, Rronze
Crew
Daily
Labor-
Output
Hours
Unit
Material
24
.333
Ea.
101
19.20
120.20
140
101
19.20
120.20
140
2014 Bare Labor
Total
Costs
Equipment
Total
IncI
O&P
4940
3/8"
4950
1/2"
24
.333
4960
3/4"
20
.400
135
23
158
183
4970
1"
19
.421
212
24
236
270
4980
1-1/4"
15
.533
335
30.50
365.50
415
4990
M/2"
13
.615
410
35.50
445.50
505
5000
2"
615
42
5010
2-1/2"
5020
3"
1
Plum
r
5120 5600
size
For
300
Relief, pressure
&
Q
temperature, self-closing,
5640 5650
740
.727
15
1.067
1,225
55.50
1,280.50
1,425
13
1.231
1,750
64
1,814
2,025
50%
15%
ASME, threaded
253
16.45
269.45
305
405
19.20
424.20
475
.400
895
23
.444
1,250
25.50
1,275.50
1,425
16
.500
1,350
29
1,379
1,550
30
.267
28
.286
28
.286
1"
24
.333
5660
1-1/4"
20
5670
1-1/2"
18
5680
2"
5950
657
11
threaded, odd
lb.
3/4"
1
1
urn
Ea.
918
1,025
Pressure, poppet type, threaded
1/2"
6000
1
6400
Pressure, water,
Ea.
68.50
15.35
83.85
73.50
16.45
89.95
t
3/4"
6040
Plum
98.50
106
ASME, threaded
6440
3/4"
28
.286
116
16.45
132.45
152
6450
1"
24
.333
260
19.20
279.20
315
6460
1-1/4"
20
.400
390
23
413
465
6470
1-1/2"
18
.444
570
25.50
595.50
665
6480
2"
16
.500
820
29
849
950
15
.533
w
3,150
30.50
3,180.50
3,525
24
.333
Ea.
395
19.20
414.20
465
395
23
418
470
24
2-1/2"
6490 6900
1
Plum
1r
Ea.
Reducing, water pressure
6920
300
psi to
25-75
psi,
threaded or sweat .
6940
1/2"
6950
3/4"
20
.400
6960
1"
19
.421
615
6970
1-1/4"
15
.533
1,100
30.50
1,130.50
1,250
T
13
.615
1,650
35.50
1,685.50
1,875
Plum
24
.333
109
19.20
128.20
149
126
23
149
174
6980
1-1/2"
8350
Tempering, water, sweat connections
1/2"
8400
1
1
Plum
8650
Ea. //
3/4"
8440
r
20
.400
639
710
Threaded connections
8700
1/2"
24
.333
126
19.20
145.20
168
8740
3/4"
20
.400
770
23
793
880
8750
1"
19
.421
865
24
889
990
8760
1-1/4"
15
.533
1,350
30.50
1,380.50
1,525
8770
1-1/2"
13
.615
1,475
35.50
1,510.50
1,650
8780
2"
11
.727
1
2,200
42
2,242
2,500
Ea.
1100
Plum
1r
22 05 23.60 Valves, 0010
1
Plastic
VALVES, PLASTIC Angle, PVC, threaded
1110
1/4"
26
.308
1120
1/2"
26
1130
3/4"
25
1140
1"
23
.348
26
.308
1150 1230
Ea.
Ball,
1
Plum
91.70
108
17.70
91.70
108
18.40
105.90
125
20
126
147
74
17.70
.308
74
.320
87.50 1 r
106
PVC, socket or threoded, single union
1/2"
1
Plum
Ea.
28
17.70
45.70
57.50
481
22 05 Common Work Results
for Plumbing
22 05 23 - General-Duty Valves for Plumbing Piping 22 05 23.60 Valves,
Plastic
Crew
Doily
Labor-
Output
Hours
Unit
25
.320
Eo.
2014 Bore Moteriol .
1240
3/4"
1250
1"
23
.348
1260
1-1/4"
21
.381
1270
1-1/2"
20
.400
1280
2"
17
.471
93.50
1360
1650
1
Plum
For PVC, flanged, odd
CPVC, socket
V
Total
Costs
Equipment
Total
IncI
O&P
32
18.40
50.40
63.50
40
20
60
74.50
54
22
76
64.50
23
87.50
106
27
120.50
144
100%
r
Labor
92.50
15%
or threaded, single union
1700
1/2"
1720
3/4"
1730
1"
1750
1-1/4"
1760
1-1/2"
1
Plum
f
1840
For CPVC, flanged, odd
1880
For true union, socket or threaded, odd
26
.308
25
56
17.70
73.70
88
.320.
70
18.40
88.40
105
23
.348
84
20
104
123
21
.381
134
22
156
181
20
.400
134
23
157
183
Eo.
f
65%
15%
50%
5%
2050
Polypropylene, threaded
2100
1/4"
26
.308
45
17.70
62.70
76
2120
3/8"
26
.308
45
17.70
62.70
76
2130
1/2"
26
.308
45
17.70
62.70
76
2140
3/4"
25
.320
54.50
18.40
72.90
88
2150
1"
23
.348
62.50
20
82.50
98.50
2160
1-1/4"
21
.381
84
22
106
126
2170
1-1/2"
20
.400
103
23
126
149
2180
2" 1
17
.471
1 r
138
27
165
193
Plum
Eo.
73
13.55
86.55
101
83
14.40
97.40
113
4850
1
Plum
Eo.
Foot valve, PVC, socket or threaded
4900
1/2"
34
.235
4930
3/4"
32
.250
4940
1"
28
.286
107
16.45
123.45
143
4950
1-1/4"
27
.296
206
17.05
223.05
253
4960
1-1/2"
26
.308
206
17.70
223.70
254
1
1
6350
r
Y sediment
strainer,
r
PVC, socket or threaded
6400
1/2"
26
.308
55
17.70
72.70
87
6440
3/4"
24
.333
58.50
19.20
77.70
93
6450
1"
23
.348
69.50
20
89.50
107
6460
1-1/4"
21
.381
6470
1-1/2"
20
.400
1
Plum
Eo.
117
22
139
161
117
23
140
163
J
W
22 05 48 - Vibration and Seismic Controls
j
1r
for Plumbing Piping
!
and Equipment
22 05 48.10 Seismic Bracing Supports 00] 0
0020 0030
SEISMIC BRACING SUPPORTS Clamps C-clamp, for mounting on steel
0040
3/8"
threaded rod
beam 1
Skwk
160
.050
Ea.
1.95
U1
4.32
5.80
0050
1
/2"
threaded rod
160
.050
2.09
2.37
4.46
5.95
0060
5/8"
threaded rod
160
.050
3.52
2.37
5.89
7.55
3/4"
threaded rod
160
.050
4.34
2.37
6.71
8.45
48
.167
2.96
7.90
10.86
15.45
0070 0100 0110 0120
7
1r
Brackets
Beam
side or wall mailable iron
3/8"
threaded rod
1
Skwk
Eo.
0130
1/2" threaded
rod
48
.167
4.18
7.90
12.08
16.80
0140
5/8"
threaded rod
48
.167
7.85
7.90
15.75
21
0150
3/4"
threaded rod
48
.167
10.75
7.90
18.65
24
0160
7/8"
threaded rod
48
.167
11.10
7.90
19
24.50
0170
482
For concrete instollation, add
r
1 r
30%
22 05
Common Work Results for Plumbing
22 05 48 - Vibration and Seismic Controls for Plumbing Piping and Equipment 22 05 48.10 Seismic Bracing Supports 0180
welded
Wall,
Crew
Daily
Labor-
Output
Hours
Unit
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
O&P
IncI
steel
0190
0
size
1
2" wide
34
.235
164
11.15
175.15
197
0200
1
size
1
8" wide 24" deep
34
.235
201
11.15
212.15
238
0210
2 size
24" wide 30" deep
34
.235
276
11.15
287.15
320
0300 0310
1
8" deep
1
Skwk
Rod, carbon steel
Continuous thread
0320
1
/4"
thread
144
.056
1.62
2.63
4.25
5.85
0330
3/8"
thread
144
.056
1.72
2.63
4.35
5.95
1
Skwk
L.F.
0340
1
/2"
thread
144
.056
2.72
2.63
5.35
7.05
0350
5/8"
threod
144
.056
3.86
2.63
6.49
8.30
0360
3/4"
thread
144
.056
6.80
2.63
9.43
11.55
0370
7/8"
thread
144
.056
8.55
2.63
11.18
13.45
4.83
4.73
9.56
12.65
0380 0400
30%
For galvanized, add
Channel, steel
0410
3/4"xM/2"
0420
M/2"x
Skwk
80
.100
1-1/2"
70
.114
6.35
5.40
11.75
15.35
0430
1-7/8" X 1-1/2"
60
.133
22.50
6.30
28.80
34.50
0440
3" X 1-1/2"
50
.160
38
7.55
45.55
53
100
.080
1.40
3.78
5.18
7.40
1.67
4.73
6.40
9.20
.22
2.63
2.85
4.31
0450
L.F.
Spring nuts
3/8"
0460
Skwk
1
Welding,
Ea. f
f
1/2"
0470 0500
1
80
.100
field
0510
Cleaning and welding plates, bars, or rods
0520
To existing beams, columns, or trusses
0530
1" weld
144
.056
0540
2" weld
72
.111
.38
5.25
5.63
8.55
0550
3" weld
54
.148
.59
7
7.59
11.50
0560
4" weld
36
.222
.81
10.50
11.31
17.20
0570
5" weld
30
.267
1.02
12.60
13.62
20.50
0580
6" weld
24
.333
1.15
15.75
16.90
26
8
1
25.50
47.50
73
102
8
1
36
47.50
83.50
113
6
1.333
66.50
63
129.50
171
6
1.333
63
187
235
8
1
69
47.50
116.50
150
8
1
95.50
47.50
143
179
47.50
152.50
190
63
171
217
0600 0610
1
Ea.
Vibration absorbers
Hangers, neoprene flex
0620
10-120
lb.
capacity
0630
75-550
lb.
capacity
0640
250-1100
0650
1 000-4000
0660
Skwk
lb.
1
Skwk
capacity
lb.
capacity
Ea.
124
Spring flex
0670
60-450
lb.
capacity
0680
85-450
lb.
capacity
0690
600-900
0700
1100-1300
lb.
Mounts, neoprene
0720
135-380
0730
250-1100
0740
1000-4000
22 05 76 -
capacity
capacity
lb.
Facility
Skwk
capacity lb.
0710
lb.
1
1
Skwk
capacity
lb.
capacity
Ea.
8
1
105
6
1.333
108
7
1.143
7
1.143
5
1.600
10
.800
8
I
Ea.
16.70
54
70.70
102
47.50
54
101.50
136
107
75.50
182.50
234
183
46
229
271
274
57.50
331.50
385
Drainage Piping Cleanouts
22 05 76.10 Cleanouts 0010
CLEANOUTS
0060
Floor type
0080
Round
or square, scoriated nickel bronze top
0100
2" pipe
size
0120
3" pipe
size
1
Plum
1
Ea.
483
22 05 Common Work Results 22 05 76 -
Facility
Drainage Piping Cleanouts
22 05 76.10 Cleanouts 0140
•
4" pipe
for Plumbins ]
Crew ;
size
Doily
Lobor-
Output
Hours
2014 Bare Unit
Material
Labor
Costs
Equipment
i
Ind
Total 1
1
Plum
6
1.333
Eo.
274
76.50
Total
350.50
O&P
415 I1
0980
Round
top, recessed for terrozzo '
1
000
2" pipe
size
1
080
3" pipe
size
1100
4" pipe
size
1120
5" pipe
size
1
Plum
9
.889
6
1.333
Eo.
183
51
234
274
76.50
350.50
278 1
4
2
6
2.667
,
274
115
389
345
138
483
415 ^75
^ .
i
Q-1
-
590
i
1
22 05 76.20 Cleanout Tees 0010
CLEANOUT TEES
1
«
0100
Cost iron, B&S, with countersunk plug
0200
2" pipe
size
0220
3" pipe
size
0240
4" pipe
size
0280
6" pipe
size
0500 4000 4010
For round Plastic, tees
ABS,
1
2
248
115
363
445
2.222
270
128
398
490
3.30
2.424
335
140
475
580
5
3.200
910
166
1,076
1,250
Plum
15
.533
Q-1
27
.593
r
Q-1
smooth access
cover,
same
Ea.
r
price
and adapters. Add plugs
OWV Cleanout tee, 1-1/2" pipe size
4020
4
3.60
Plum
1
Ea.
50.50
68.50
20
30.50
22.50
30.50
53
43.50
39.50
83
108
87
52
139
174
71.50
4030
2" pipe
4040
3" pipe
size
21
.762
4050
4" pipe
size
16
1
Plum
32
.250
2.97
14.401
17.37
25
Q-1
56
.286
3.90
14.80
18.70
27
6.30
23
29.30
42
27.50
38.50
53.50
size
Cleanout plug, 1-1/2" pipe size
4100
1
4110
2" pipe
size
4120
3" pipe
size
36
.444
4130
4" pipe
size
30
.533
4180
Cleanout adapter
Plum
32
.250
4.70
14.40
19.10
26.50
4190
2" pipe
size
Q-1
56
.286
7.20
14.80
22
30.50
4200
3" pipe
size
36
.444
18.45
23
41.45
55.50
30
.533
34
27.50
61.50
79
15
.533
12.75
30.50
43.25
60.50
27
.593
14.85
30.50
45.35
63
29
39.50
68.50
91
51.50
52
103.50
135
4" pipe
4210 5000 5010 5020 5030
PVC,
1f fitting, 1-1
/2"
pipe size
1
size
1
11
1
OWV Cleanout tee, 1-1/2" pipe size
2" pipe 3" pipe
1
Plum Q-1
size
21
size
Ea.
.762
I
'
5040 5090
4" pipe
size
Cleanout plug, 1-1/2" pipe size
1
1r
16
1
Plum
32
.250
3.04
14.40
17.44
25
Q-1
56
.286
3.30
14.80
18.10
26
5100
2" pipe
size
5110
3" pipe
size
36
.444
6.05
23
29.05
41.50
30
.533
8.90
27.50
36.40
51.50
24
.667
29.50
34.50
64
84.50
32
.250
4.06
14.40
18.46
26
56
.286
5.20
14.80
20
28.50
23
37.70
51
5120
4" pipe
size
5130
6" pipe
size
5170
Cleanout adopter
5180
2" pipe
size
1 fitting, 1-1
/2"
pipe size
1
P urn Q-1
5190
3" pipe
size
36
.444
14.70
5200
4" pipe
size
30
.533
23.50
27.50
51
70.50
34.50
105
5210
484
6" pipe size
1r
24
.667
-
67.50
130
"
"
ISH
1
‘i
22 07 Plumbing Insulation
1
22 07 19 - Plumbing Piping Insulation 22 07 19.10 Piping Insulation OOlO
Crew
OlOO
Rule of thumb, os a percentage of total mechanical costs Insulation req'd.
0600
Pipe covering (price copper tube
6840
based on the surface size/area
is
Fiberglass, with
I" wall,
I
all
/2"
6870 6900
2"
iron pipe size
6920
3"
iron pipe size
6940
4"
iron pipe size
2"
wall,
I
/2"
6"
iron pipe size
7460
8"
iron pipe size
7480 7490
1
0" 2"
iron pipe size
iron pipe size
For fittings, add 3
7804
plus
4
L.F.
far
L.F.
each
for
Total
Costs
Equipment
Total
IncI
O&P
10%
10%
240
.067
.89
3.07
3.96
5.75
220
.073
1.04
3.35
4.39
6.35
200
.080
1.32
3.68
5
7.20
180
.089
1.60
4.09
5.69
150
.107
2.12
4.91
7.03
220
.073
2.62
3.35
5.97
8.10
100
.160
5.25
7.35
12.60
17.25
80
.200
6.40
9.20
15.60
21.50
70
.229
7.65
10.50
18.15
25
65
.246
8.55
11.35
19.90
27
3.68
4.60
6.75
4.60
7.48
10.30
LF.
r
8.10
10
5%
fitting
each flange of the
fitting
Finishes
7812
For .01 6"
7813
For .010"
7814
For single layer of
felt,
For raofing paper,
45
7816
7879
Rubber tubing,
7880
3/8"
aluminum
1/4"
wall,
7920
3/4"
iron pipe size
7930
1" iron pipe size
7950
1-1/2"
/2"
wall,
1
/4"
iron pipe size
8140
3/4"
iron pipe size
8150
1"
8170
1-1/2"
8180
2"
iron pipe size
8200
3"
iron pipe size
to
55
lb.,
iron pipe size
1/4"
iron pipe size
8330
1
/2"
iron pipe size
8340
3/4"
iron pipe size
8350
1" iron pipe size
8370
1-1/2"
8380
2"
iron pipe size
8400
3"
iron pipe size
m m
1/2"
iron pipe size
1
8447
1-1/4"
iron pipe size
8448
1-1/2"
iron pipe size
8449
2"
iron pipe size
8450
2-1
/2"
iron pipe size
/8"
2.88
10%
10%
25%
10%
3.41
3.74
5.65
.41
3.56
3.97
6
115
.070
.46
3.56
4.02
6.05
no no
.073
.52
3.72
4.24
6.35
.073
.73
3.72
4.45
6.60
90
.089
.54
4.55
5.09
7.70
89
.090
.67
4.60
5.27
7.90
89
.090
.75
4.60
5.35
8
m
88
.091
.82
4.65
5.47
8.15
[G]
87
.092
1.15
4.70
5.85
8.55
[G]
86
.093
1.47
4.76
6.23
9
85
.094
2.06
4.81
6.87
9.75
90
.089
.85
4.55
5.40
8.05
89
.090
1.10
4.60
5.70
8.35
89
.090
1.35
4.60
5.95
8.65
88
.091
1.54
4.65
6.19
8.95
87
.092
2.32
4.70
7.02
9.85
86
.093
2.68
4.76
7.44
10.35
85
.094
4.08
4.81
8.89
12
86
.093
2.05
4.76
6.81
9.65
84
.095
2.48
4.87
7.35
10.35
84
.095
2.89
4.87
7.76
10.80
82
.098
3.23
4.99
8.22
11.30
82
.098
3.76
4.99
8.75
11.90
80
.100
4.95
5.10
10.05
13.40
80
.100
6.45
5.10
11.55
15.05
12.05
13.25
m m m m
m m
m m m
[G]
x
.100
.33
m m
iron pipe size
1
160
.070
" iron pipe size
Rubber insulation tape,
.92
/
.067
m
8446
S.F.
115
iron pipe size
3/4"
.080
120
[G]
8445
200
t
add
[G]
iron pipe size
wall,
Q-14
foam
iron pipe size
/2" 1
T'wall,
lb.
iron pipe size
8130
3/4"
add
iron pipe size
iron pipe size
m m
add
add
flexible clased cell
/2" 1
1
jocket,
stainless steel,
7910
8456
Q-14
m m m m m
For fiberglass with standard canvas jacket, deduct
8444
Labor
Job
m m
7802
8300
Material
size less than IPS)
7800
8100
2014 Bare Unit
be covered
iran pipe size
7440
1
one
to
iron pipe size
iron pipe size
7810
Hours
service jacket
I"
7320
Lobor-
PIPING INSULATION
Olio
6600
Daily
Output
2" x 30'
[G]
1
Asbe
L.
F.
Ea.
12.05
485
,
:
22 11
Water Distribution
Facility
2211 13 2211 13.14
Water Distribution Piping
Facility
Pipe, Brass
Crew
Doily
Labor-
Output
Hours
Unit
48
.167
L.F.
46
.174
8.60
12.50
2014 Bare Material
,
0010
PIPE,
BRASS,
Plain
Field threaded, coupling
0920
Regular weight
&
clevis
1120
1
/2"
diameter
1140
3/4"
diameter
1160
1" diameter
1180
M/4"
1200
1-1/2" diameter
Total
Ind
O&P
hanger assembly 10' O.C.
1
diameter
2" diameter
220
Total
Costs
Equipment
end
0900
1
Labor
Plum
6.40
9.60
16
21.50
10
18.60
24.50
10.70
23.20
30
1
r
43
.186
Q
1
72
.222
19.10
11.50
30.60
38.50
65
.246
23
12.75
35.75
44.50
53
.302«
32
15.65
47.65
59
84
.095
5.50
10.12
13.40
66
.121
10.60
s
40
.200
26.50
11.50
P lum
2.30
5.25
i
1r
,
2211 13.23 Pipe/Tube, Copper 0010
PIPE/TUBE, COPPER,
Solder joints
1000
Type K tubing, couplings
1100
/4" 1
1200
1" diameter
1260
2" diameter
2000
Type
L
&
clevis
hanger assemblies 10' O.C.
diameter
1
&
tubing, couplings
clevis
Plum
LF.
4.62
^
1
7
17.60
22
38
46.50
hanger assemblies 10' O.C.
2100
1/4" diameter
88
.091
2120
3/8"
diometer
84
.095
3.13
2140
1
/2"
diameter
81
.099
3.37
2160
5/8" diameter
79
.101
5.35
5.85
11.20
14.65
2180
3/4"
76
.105
5.15
6.05
11.20
14.80
2200
1" diometer
68
.118
7.85
6.75
14.60
18.85
2220
1-1/4" diameter
58
.138
11.25
7.95
19.20
24.50
8.85
1
diameter
IF.
1
7.55
10.45
5.50
8.63
11.75
5.70
9.07
12.30
2240
1-1/2" diameter
52
.154
14.35
23.20
29
2260
2" diameter
42
.190
22
10.95
32.95
40.50
2280
2-1
62
.258
35.50
13.35
48.85
59
2300
3" diameter
56
.286
48.50
14.80
63.30
76
2320
3-1
/2"
43
.372
70.50
19.25
89.75
107
2340
4" diameter
39
•410
2360
5" diameter
34
.471
2380
6" diameter
40
2400
8" diameter
36
/2"
diometer
Q
1
diameter
85.50
21.50
107
126
168
24.50
192.50
222
.600
244
32
276
315
.667
370
36
406
465
:
r
Q-2
2410
For other than
2590
For silver solder, add
4000
DWV
Type
full
21%
hard temper, add
tubing, couplings
15% &
clevis
hanger assemblies 10' O.C.
1-1/4" diameter
4100
•
1
Plum
60
.133
ms
L.F.
9.95
7.65
17.60
22.50
4120
1-1/2" diameter
54
.148
12.45
8.55
21
26.50
4140
2" diameter
44
.182
17.05
10.45
27.50
34.50
4160
3" diameter
58
.276
35
14.30
49.30
60
4180
4" diameter
40
.400
62
20.50
4200
5" diameter
36
.444
154
23
177
205
4220
6" diameter
42
.571
230
30.50
260.50
300
Q-
1
r
Q-2
r
82.50
99.50
22 11 13.44 Pipe, Steel 0010
PIPE, STEEL i
5
0012
The
0014
For fittings either odd o
0015
steel pipe in this section
%
does not include
(usually
25
to
35%)
All
0050
Schedule 40, threaded, with couplings, and
0060
assemblies sized for covering, 10' O.C.
0550
486
such as
ells,
tees i
or see
the Mechanical or Plumbing Cost Data
0020
0540
fittings
pipe sizes are to Spec. A-53 unless noted otherwise
Black,
1/4" diameter
3/8"
diameter
clevis
R22 1
1 1
3-50
hanger
1
Plum
66
.121
LF.
65
,123
1
4.51
7
11.51
15.50
5.10
7.10
12.20
16.30
^
6 5
22 11
Facility
2211 13 -
Facility
Water Distribution
Water Distribution Piping
22 11 13.44 Pipe, Steel
Crew
/2"
diameter
0570
3/4"
diameter
0580
1" diameter
0590
M/4"
diameter
0600
M/2"
diameter
0610
2" diameter
0620
2-1
0630
3" diameter
0640
3-1 /2"
0650
4" diameter
Daily
Labor-
Output
Hours
Unit
63
.127
LF.
61
.131
53
.151
89
.180
80
.200
64 50
2014 Bare Material
Labor
Total
Costs
Equipment
Total
O&P
Ind
7.30
10.03
14.05
3.17
7.55
10.72
14.90
4.64
8.70
13.34
18.20
5.75
9.30
15.05
20.50
6.70
10.35
17.05
23
.250
8.95
12.95
21.90
29.50
.320
14.05
16.60
30.65
40.50
43
.372
18
19.25
37.25
49
40
.400
24.50
20.50
45
58.50
36
.444
27
23
50
65
66
.121
diameter
65
1310
1/2" diameter
1320
3/4"
1330
1" diameter
1340
1-1/4" diameter
0560
1
/2"
1
Q1
diameter
diameter
1280
All
1281
Schedule 40, threaded, with couplings and
1282
1290
1300
Plum
2.73
pipe sizes are to Spec. A-53 unless noted otherwise clevis
hanger
assemblies sized for covering, 10' 0. C.
1/4" diameter
Galvanized,
3/8"
1
Plum
diameter
Q-1
LF
6.40
7
13.40
17.60
.123
7.05
7.10
14.15
18.45
63
.127
3.76
7.30
11.06
15.20
61
.131
4.45
7.55
12
16.30
53
.151
6.10
8.70
14.80
19.80
89
.180
7.70
9.30
17
22.50
9.05
10.35
19.40
25.50
1350
1-1/2" diameter
80
.200
1360
2" diameter
64
.250
12.15
12.95
25.10
33
1370
2-1/2" diameter
50
.320
20
16.60
36.60
47
1380
3" diameter
43
.372
25.50
19.25
44.75
57.50
1390
3-1
/2"
40
.400
33
20.50
53.50
68
1400
4" diameter
36
.444
38
23
61
76.50
.60
13.41
18.40
2000 2040
diameter
Welded, sch. 40, on yoke
&
roll
honger assy's, sized
for
covering, 10' O.C.
Black, 1" diameter
93
.172
2070
2" diameter
61
2090
3" diameter
43
2110
4" diameter
37
2120
5" diameter
2130
6" diameter
2140
8" diameter
2150
10" diameter
2160
2" diameter
19
1.263
71
.113
63
.127
1
22 11 13.48 Pipe, 0010
PIPE, FITTINGS
Fittings
AND
Q-1
7 Q-1
and
LF
3.91
8.90
.262
7.05
13.60
.91
21.56
29.50
.372
15.40
19.25
1.29
35.94
47.50
.432
21.50
22.50
1.50
45.50
59
32
.500
34
26
1.73
61.73
78.50
36
.667
42.50
36
1.53
80.03
102
29
.828
68
44.50
1.90
114.40
144
24
1
88.50
53.50
2.30
144.30
181
68
2.91
174.91
219
104
Valves, Steel, Grooved-Joint
VALVES, STEEL, GROOVED-JOINT
0012
Fittings are ductile iron. Steel fittings noted.
0020
Pipe includes coupling
1000
Schedule 40, black
1040
3/4"
1050
1" diameter
1060
1-1/4" diameter
58
.138
1070
1-1/2" diameter
51
.157
1080
2" diameter
40
.200
7.85
11.50
19.35
26
1090
2-1
57
.281
13.45
14.55
28
37
1100
3" diameter
50
.320
16.55
16.60
33.15
43
1110
4" diameter
45
.356
22.50
18.40
40.90
53
1120
5" diameter
1130
6" diameter
1800 1840
&
clevis type
diameter
/2"
hanger assemblies, 10' O.C.
1
Plum
Q-1
diameter
L.F
4.62
6.50
11.12
14.90
4.41
7.30
11.71
15.90
5.70
7.95
13.65
18.25
6.50
9.05
15.55
21
37
.432
36.50
22.50
59
74.50
Q-2
42
.571
47
30.50
77.50
98.50
Plum
71
.113
6.50
12.35
16.25
r
Galvanized
3/4"
diameter
1
L.F
5.85
487
22 11
Facility
2211 13 “
Facility
2211 13.48 Pipe, 1850
Water Distribution
Water Distribution Piping
Fittings
and Valves,
Steel, Grooved-Joint
1" diameter
.
Crew 1
Plum
Daily
Labor-
Output
Hours
Unit
63
.127
IF.
2014 Bare Material
Labor
Costs
Equipment
I
Total
Total Incl
O&P
7.30
12.85
7.20
7.95
15.15
19.95
8.40
9.05
17.45
23
5.55
17.15
1860
M/4"
diameter
58
.138
1870
1-1/2" diameter
51
.157
1880
2" diameter
40
.200
12
11.50
23.50
30.50
1890
2-1
57
.281
18.20
14.55
32.75
42
1900
3" diameter
50
.320
23
16.60
39.60
50.50
1910
4" diameter
45
.356
32
18.40
50.40
63.50
1920
5" diameter
98.50
1930
6" diameter
3990 3994
4000
/2"
Fittings: coupling material required at joints
Add Elbow,
1
Q1
diameter
37
.432
58.50
22.50
81
Q-2
42
.571^
63.50
30.50
94
Plum
1r
not
V
1r
117
incl. in fitting price.
selected coupling, material only, per joint for installed price.
90°
45°, painted
or
4030
3/4"
50
.160
56
9.20
65.20
76
4040
1" diameter
50
.160
30
9.20
39.20
47
4050
1-1/4" diameter
40
.200
30
11.50
41.50
50.50
4060
1-1/2" diameter
33
.242
30
13.95
43.95
54
4070
2" diameter
-
25
.320
30
18.40
48.40
61
4080
2-1
0-1
40
.400
30
20.50
50.50
64.50
4090
3" diameter
33
.485
53
25
78
4100
4" diameter
25
.640
57.50
33
90.50
114
20
.800
137
41.50
178.50
214
25
.960
161
51.50
212.50
256
12.10
72.60
85
diameter
/2"
diameter
4110
5" diameter
4120
6" diameter
4250 4690
1
-
Q-2
Ea.
96.50
26%
For galvanized elbows, add Tee, painted
4700
3/4"
38
.211
4740
1" diameter
33
.242
46.50
13.95
60.45
72.50
4750
1-1/4" diameter
27
.296
46.50
17.05
63.55
77.50
4760
1-1/2" diameter
22
.364
46.50
21
67.50
83
4770
2" diameter
r
17
.471
46.50
27
73.50
92.50
4780
2-1
Q1
27
.593
46.50
30.50
4790
3" diameter
22
.727
64
37.50
4800
4" diameter
17
.941
97
49
146
181
4810
5" diameter
290
345
4820
6" diameter
337
400
4900
diameter
/2"
1
diameter
Plum
Q-2
Ea.
60.50
13
1.231
226
64
17
1.412
261
76
77
101.50
98 127
24%
For galvanized tees, add
4906
Couplings, rigid style, painted
4908
1
100
.080
23
4.60
27.60
32.50
4909
1-1/4" diameter
100
.080
23
4.60
27.60
32.50
4910
1-1/2" diameter
67
.119
23
6.85
29.85
36
4912
2" diameter
r
50
.160
29.50
9.20
38.70
46.50
4914
2-1
Q1
80
.200
33.50
10.35
43.85
52.50
4916
3" diameter
67
.239
39
12.35
51.35
61.50
4918
4" diameter
50
.320
54.50
16.60
71.10
85
4920
5" diameter
40
.400
70
20.50
90.50
109
4922
6" diameter
50
.480
93
26
100
.080
4940 4950
" diameter
/2"
1
diameter
Plum
-
Q-2
Ea.
119
141
Flexible, standard, painted
3/4"
diameter
4960
1" diameter
4970
1-1/4" diameter
1
Plum
Ea.
16.60
4.60
21.20
25
4.60
21.20
25
100
.080
16.60
80
.100
22
5.75
27.75
32.50
30.85
36.50
4980
1-1/2" diameter
67
.119
24
6.85
4990
2" diameter
50
.160
25.50
9.20
34.70
42
29.50
10.35
39.85
48
33
12.35
45.35
55
/2"
5000
2-1
5010
3" diameter
488
diameter
Q-1
80
.200
67
.239 Jr
'
22 11
Water Distribution
2211 13 - FacintyWater
I
1
Facility
2211 13.48 Pipe,
Fittings
I
/2"
Distribution Piping
and Valves,
Steel, Grooved-Joint
diameter
5020
3-1
5030
4" diameter
5040
5" diameter
5050
6" diameter
Daily
Labor-
Crew
Output
Hours
Unit
Q-1
57
.281
Ea.
47
14.55
61.55
73.50
50
.320
47.50
16.60
64.10
77
92.50
111
2014 Bare Material
Labor
40
.400
72
20.50
Q-2
50
.480
85
26
Plum
54
.148
Total
Costs
Equipment
Total
111
IncI
O&P
133
22 11 13.64 Pipe, Stainless Steel 0010 3500 3520
PIPE, STAINLESS STEEL Threaded, couplings and clevis hanger assemblies, 10' O.C.
Schedule 40, type
304
3540
1/4"diometer
3550
3/8"
diameter
53
3560
1
/2"
diameter
52
1
18.65
24
8.70
19.05
24.50
8.85
20.90
26.50
10.10
8.55
.151
10.35
.154
12.05
LF.
1
3580
1" diameter
45
.178
18.50
10.25
28.75
36
3610
2" diameter
Q-•1
57
.281
44
14.55
58.55
70.50
3640
4" diameter
Q-2
51
.471
137
25.50
162.50
188
3740 4250
10%
For small quantities, add
Schedule 40, type
316
4290
1/4" diameter
54
.148
10.90
8.55
19.45
25
4300
3/8"
diameter
53
.151
12
8.70
20.70
26.50
1
Plum
IF.
4310
1
/2"
diameter
52
.154
14.70
8.85
23.55
29.50
4320
3/4"
diameter
51
.157
17.15
9.05
26.20
32.50
24.50
10.25
34.75
42.50
4330
1" diameter
45
.178
4360
2" diameter
Q-•1
57
.281
4390
4" diameter
Q-2
51
.471
4490
52.50
152
14.55
67.05
25.50
177.50
79.50
205
10%
For small quantities, add
22 11 13.74 Pipe, Plastic 0010 1
800
1820 lOZU
PIPE, PLASTIC 0
0 PVC, couplings
Schedule xrieuuie
1
'
O.C., clevis hanger assemblies, 3 per
1
40 eu
1860
1/2" diameter
1870
3/4"
54
.148
3.02
8.55
11.57
16.20
51
.157
3.33
9.05
12.38
17.30
1880
1" diameter
46
.174
3.96
10
13.96
19.45
1890
1-1/4" diameter
42
.190
4.94
10.95
15.89
22
36
.222
4.76
12.80
17.56
24.50
59
.271
5.95
14.05
20
27.50
56
.286
9.15
14.80
23.95
32.50
1
Plum
diameter
L. F.
1900
1-1/2" diameter
1910
2" diameter
1920
2-1
1930
3" diameter
53
.302
11.05
15.65
26.70
35.50
1940
4" diameter
48
.333
14.20
17.25
31.45
41.50
1950
5" diameter
43
.372
28
19.25
47.25
60
1960
6" diameter
39
.410
29.50
21.50
51
64.50
Plum
39
.205
2.96
11.80
14.76
21
Q-1
62
.258
3.40
13.35
16.75
23.50
56
.286
6.10
14.80
20.90
29
r
4100
DWV
/2"
Q-1
diameter
r
type, schedule 40, couplings 10' O.C., clevis hanger assy's, 3 per 10'
4210
A.BS, schedule
4212
Plain
40, foam core type
end black
4214
1-1/2" diameter
4216
2" diameter
4218
3" diameter
4220
4" diameter
51
.314
8.70
16.25
24.95
34
4222
6" diameter
42
.381
20.50
19.75
40.25
52.50
43%
48%
4240
To delete coupling
4244
4400 4410 4420
&
1
L
F.
hangers, subtract
l-l/2"diom.to6"diam. PVC
1-1/4" diameter 1-1/2" diameter
1
Plum
42
.190
36
.222
L. F.
3.41
10.95
14.36
20.50
2.98
12.80
15.78
22.50
/
489
22 11
Water Distribution
Facility
2211 13 -
Facility
Water Distribution Piping |
22 11 13.74 Pipe,
Plastic
Crew
2" diameter
4460
Q
Daily
Labor-
Output
Hours
Unit
59
.271
L.F.
1
2014 Bare Materiol
Labor
6.05
15.65
21.70
30
.302
4480
diameter
48
.333
4490
6" diameter
39
.410
54
.148
51
.157
46
.174
5.50
10
42
.190
6.90
-
36
.222
Q-1
59 56 53
.302
54
.148
joint,
1
/2"
diameter
5305
3/4"
diameter
5306
1
5307
1-1/4" diameter
5308
1-1/2" diameter
5309
2" diameter
5310
2-1
5311
3" diameter
5380
8.35
17.25
25.60
35
17.25
21.50
38.75
51
3.65
8.55
12.20
16.85
4.30
9.05
13.35
18.40
15.50
21
10.95
17.85
24
8.05
12.80
20.85
28
.271
9.90
14.05
23.95
32
.286
16.60
14.80
31.40
41
20
15.65
35.65
45.50
8.55
13
17.75
9.05
' 'T
r
hanger assemblies, 3 per 10'
Schedule 40
5304
5360
clevis
O&P 24.50
53
CPVC, socket
IncI
17.44
3" diameter
5302
Total
14.05
.4"
5300
Equipment
3.39
4470
couplings 10' O.C.,
Total
Costs
1
Plum
" diameter
/2"
diameter
1r
CPVC, threaded, couplings 10' O.C.,
clevis
L.F.
.
hanger assemblies, 3 per 10'
Schedule 40
5460
1
/2"
diameter
5470
3/4"
diameter
51
.157
5.70
14.75
19.90
5480
1" diameter
46
.174
6.95
10
16.95
22.50
5490
1-1/4" diameter
42
.190
8
10.95
18.95
25.50
5500
1-1/2" diameter
r
36
.222
9
5510
2" diameter
Q-1
59
.271
5520
2-1
56
.286
5530
3" diameter
53
.302
/2"
1
Plum
diameter
w
7280
PCX, flexible, no couplings or hangers
7282
Note; For labor costs add
25%
to tbe couplings
and
L.F.
w
4.45
12.80
21.80
29
11.10
14.05
25.15
33
17.85
14.80
32.65
42
22
15.65
37.65
47.50
fittings labor total.
23 83 16.10 7000
7285
For fittings see Section
7300
Non-barrier type, hot/cold tubing
7310
1/4" diameter
7350
3/8"
7360
1/2" diameter
rolls
100'
.47
.47
.52
diameter X 100'
.52
.52
.57
X
100'
.58
.58
.64
.58
.58
.64
.58
.58
.64
diameter X 100'
1.05
1.05
1.16
500'
1.05
1.05
1.16
1.05
1.05
1.16
1.82
1.82
2
1.82
1.82
2
1.82
1.82
2
X
IF.
7370
1/2" diameter
X
500'
7380
1/2" diameter
X
1000'
7400
3/4"
7410
3/4" diameter
7420
3/4"
7460
1" diameter X 100'
7470
1" diameter X 300'
7480
1" diameter X 500'
7500
1-1/4" diameter X 100'
3.08
3.08
3.39
7510
1-1/4" diameter X
300'
3.08
3.08
3.39
7540
1-1/2" diameter
100'
4.19
4.19
4.61
4.19
4.19
4.61
7700
diameter x 1000'
X
1-1/2" diameter X 300'
7550 7596
X
Most
sizes available
%r
red or blue
in
Non-barrier type, hot/cold tubing straight lengths
1/2" diameter
7710
X 20'
IF.
X 20'
7750
3/4" diameter
7760
1" diameter X 20'
.58
.58
.64
1.06
1.06
1.17
1.82
1.82
2
3.39
7770
1-1/4" diameter
20'
3.08
3.08
7780
1-1/2" diameter X 20'
4.19
4.19
4.61
7790
2" diameter
8.20
8.20
9
7796
490
Most
X
sizes available in red or blue
7
'
22 11
Water
Facility
Distributioi1 .'few
.
2211 19 - Domestic Water Piping Specialties 2211 19.10 0010 0050
FLEXIBLE
Flexible Connectors
CONNECTORS,
Corrugated,
7/8"
Crew
O.D.,
1
/2"
Daily
Labor-
Output
Hours
Unit
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
I.D.
Gas, seamless brass, steel fittings
0200
1
2" long
0220
1
8" long
1
Plum
36
.222
17.40
12.80
30.20
38.50
36
.222
21.50
12.80
34.30
43.50
25.50
13.55
39.05
48.50
0240
24"
long
34
.235
0280
36"
long
32
.250
30.50
14.40
44.90
55
0340
60"
long
30
.267
46
15.35
61.35
73.50
36
.222
17.35
12.80
30.15
38.50
26
13.55
39.55
49
19.60
18
37.60
48.50
2000
Water, copper tubing, dielectric separators
2100
1
2" long
24"
2260
1
Plum
long
Eo.
"
(t
34
.235
22 11 19.14 Flexible Metal Hose 0010 0100
FLEXIBLE
METAL HOSE,
Connectors, standard lengths
Bronze braided, bronze ends
2"
0120
3/8"
26
.308
0160
3/4" diameter X 12"
20
.400
29.50
23.50
53
68
0180
1" diameter X 18"
19
.421
35.50
24.50
60
76
13
.615
48
36
84
107
11
.727
63
42.50
diameter x
1
1
Stpi
diameter X 18"
0200
M/2"
0220
2" diameter x
8" 1
Ea.
105.50
134
2211 19.26 Pressure Regulators 0010 3000 3020
PRESSURE REGULATORS Steam, high
capacity, bronze body, stainless steel trim
/2"
24
.333
1,975
19.50
1,994.50
2,200
24
.333
2,150
19.50
2,169.50
2,375
1" diameter
19
.421
2,400
24.50
2,424.50
2,675
3060
1-1/4" diameter
15
.533
2,500
31
2,531
2,800
3080
1-1/2" diameter
13
.615
3,025
36
3,061
3,375
Threaded,
3030
3/4"
3040
1
3100
2" diameter
3120
2-1
3140
3" diameter
3500
diameter
1
Stpi
diameter
/2"
Q-5
diameter
3" diameter
3540
4" diameter
11
ni
3,725
42.50
3,767.50
4,150
12
1.333
4,650
70
4,720
5,225
11
1.455
5,075
76.50
5,151.50
5,700
11
1.455
5,800
76.50
5,876.50
6,525
7,493
8,300
t
Flanged connection, iron body, 125
3520
Ea.
lb.
W.S.P.
Q-5
Ea.
t
t
5
3.200
16
.500
14
.571
12
.667
7,325
168
2211 19.38 Water Supply Meters 0010 2000 2020
WATER SUPPLY METERS Oomestic/commercial, bronze Threaded
2060
5/8"
diameter, to
20 GPM
2080
3/4"
diameter, to
30 GPM
2100
1
2300
" diameter, to
Plum
50 GPM
Ea.
s!
7
48.50
29
77.50
97
88.50
33
121.50
147
134
38.50
172.50
206
330
57.50
387.50
445
445
76.50
521.50
605
Threaded/f longed
2340
1-1/2" diameter,
2360
2" diameter,
2600
1
Flonged,
to
1
to
100 GPM
60 GPM
1
Plum
8
1
6
1.333
Ea. /t
ft
compound
2640
3" diameter, 320
2660
4" diameter,
to
500 GPM
2680
6" diameter,
to
1,000
GPM
1
16
7,725
830
8,555
9,750
2700
8" diameter,
to
1,800
GPM
.80
20
12,100
1,025
13,125
14,900
GPM
Q-1
3
5.333
1.50
10.667
Ea.
3,025
276
3,301
3,750
4,850
555
5,405
6,150
I'
491
22 11
Facility
Water Distribution
2211 19 - Domestic Water Piping Specialties 2211 19.42 Backflow Preventers 0010
BACKFLOW PREVENTERS,
0020
and four
4000
Reduced pressure
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Eo.
445
Labor
Costs
Equipment
i
Total
i
lotol IncI
O&P
Includes valves
test cocks, corrosion resistant,
automatic operation
principle
>
4100
Threaded, bronze, valves ore
4120
3/4"
4140
T'pipe
4150
1-1/4" pipe
4160
1-1/2" pipe
4180
2" pipe
5000
boll
16
.500
29
474
535
14
.571
480
33
513
575
size
12
.667
845
38.50
size
10
.800
960
46
1,006
1,125
7
1.143
1,075
66
1,141
1,300
5
3.200'
4,025
166
4,191
4,675
4,650
184
4,834
5,375
pipe size size
size
5060
2-1
5080
3" pipe
size
5100
4" pipe
size
5120
6" pipe
size
Q-1
5600
/2"
Q-1
pipe size
Flanged, iron, valves are
5660
2-1
5680
3" pipe
size
5700
4" pipe
size
5720
6" pipe
size
5740
8" pipe
size
5760
1
990
Ea.
4.50
3.556
i
3
5.333
5,500
276
5,776
6,475
Q-2
3
8
8,750
430
9,180
10,300
5
3.200
3,025
166
3,191
3,575
4.50
3.556
3,175
184
3,359
3,775
3
5.333
3,975
276
4,251
4,800
3
8
5,775
430
6,205
7,000
10,100
645
10,745
12,100
13,600
1,300
14,900
16,900
r
OS&Y
pipe size
0" pipe
883.50
OS&Y
Flanged, bronze, valves ore
/2"
Plum
1
Q-2
size
2
12
1
24
Ea.
L
_3
22 11 19.50 Vacuum Breakers 0010 0013
VACUUM BREAKERS See
also backflow preventers Section
22111 9.42
1000
Anti-siphon continuous pressure type
1010
Max. 150 PSI-210°F
1020
Bronze body
1030
1
/2"
size
1040
3/4"
size
1050
l"size
1060 1070 1080
2"
1200
Max.
1210
1
187
19.50
206.50
236
.400
187
23.50
210.50
242
.421
194
24.50
218.50
250
.533
380
31
411
465
.615
470
36
506
570
485
42.50
527.50
595
117
19.50
136.50
159
117
19.50
136.50
159
64
19.50
83.50
100
64
19.50
83.50
100
no
24
.333
20 19
M/4"size
15
1-1/2"
13 11
.727
24
.333
24
.333
25
1
Stpi
size
size
Eo.
1
PSI with atmospheric vent
Brass, in-line construction
1220
1/4"
size
1230
3/8"
size
1260
For polished
1
chrome
finish,
Anti-siphon, non-continuous pressure type
2010
Hot
or cold
water 125
Stpi
add
2000
2020
r
Eo.
i
r
13%
PSI-210°F
Bronze body
2030
1
/4"
size
2040
3/8"
size
IStpi
24
.333
24
.333
Eo.
2050
1
/2"
size
24
.333
72.50
19.50
92
2060
3/4"
size
20
.400
86.50
23.50
no
131
2070
l"size
19
.421
134
24.50
158.50
184
2080
1-1/4"
size
15
.533
235
31
266
305
2090
1-1/2"
size
13
.615
276
36
312
360
2100
2"
11
.727
430
42.50
472.50
535
2110
2-1/2"
2120
3"
2150
For polished
size size
size
r
chrome
finish,
i
1
1,225
58.50
1,283.50
1,450
6
1.333
1,625
78
1,703
1,925
50%
odd !
492
8
-
22 11
Water
Facility
p--'
Distributioi
2211 19 - Domestic Water Piping
Specialties
2211 19.54 Water Hammer Arresters/Shock Absorbers 0010
'
IA7ATER
Crew
Daily
Labor-
Output
Hours
Unit
12
.667
Fa.
28
38.50
8
1
45.50
57.50
103
137
8
1
47
57.50
104.50
139
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
HAMMER ARRESTERS/SHOCK ABSORBERS 1-
0490
Copper
0500
2-
0600
1" mole
3/4" mole
For
I.P.S.
I.P.S.
For
0700
1
/4" mole
I.P.S.
0800
M
/2" mole
I.P.S.
0900
2" mole
1000
'
'
"
1
i
I.P.S.
/2" mole
For I.P.S.
to
1
12
1 1
32
to
33
For
to
For 61 to 1 1
4 to
For
1
1
fixtures
1
lum
fixtures
60 1
54
55
to
fixtures
66.50
89
8
1
67.50
57.50
125
161
fixtures
8
1
98.50
57.50
156
195
330
4
2
420
510
16
.500
14
.571
16
.500
14
.571
1
3 fixtures
fixtures
305
115
705
29
734
825
810
33
843
940
610
29
639
715
480
33
513
575
22 11 19.64 Hydrants 0010 0050
4YDRANTS
1
Wall type, moderate climate, bronze, encased
0200
3/4"
0300
1" IPS connection
0500 1000 1100
IP lum
IPS connection
Anti-siphon type,
3/4"
connection
Ea.
Non-freeze, bronze, exposed
3/4"
4"
IPS connection,
to
9"
thick wall
1
Plum
Ea.
1120
10"
to
14"
thick wall
12
.667
515
38.50
553.50
630
1140
1
5"
to
1
9"
thick wall
12
.667
580
38.50
618.50
695
20"
to
24"
thick wall
10
.800
625
46
671
760
60
60
66
126
126
139
1160 1200
For 1" IPS connection, add
1240
For
3/4"
15%
adapter type vacuum breaker, add
Ea.
10%
"
1280
2000 2100
For onti-siphon type, add
Non-freeze bronze, encased, anti-siphon type
3/4"
2120
1
2140
1
3000 3080
IPS connection, 5" to 9" thick wall
0"
to
1
5"
to
1
4" 9"
Non-freeze,
33
1,258
1,375
.667
1,250
38.50
1,288.50
1,425
.667
1,300
38.50
1,338.50
1,500
.571
thick wall
12
thick wall
12
3/4"
Ground box type, bronze frome,
Plum
1,225
14
1
Ea.
IPS connection
bronze, polished face, set flush
all
3100
2 feet depth of bury
8
1
905
57.50
962.50
1,075
3140
4 feet depth of bury
8
1
1,050
57.50
1,107.50
1,225
3180
6 feet depth of bury
7
1.143
1,175
66
1,241
1,400
8 feet depth of bury
5
1.600
1,325
92
1,417
1,600
82
90
3220 3400
Fori" IPS connection, add
3550
For
3600
For tapped drain port in box, add
5000 5020
Plum
Ea.
2" connection, add
Moderate climate,
all
15%
10%
445%
24%
82
bronze, polished foce
and scoriated cover, set
5100
3/4"
5120
1" IPS connection
5200
1
flush
IPS connection
For tapped drain port
1
Plum
16
.500
14
.571
Ea.
625
29
654
735
770
33
803
895
82
90
f
in
82
box, add
2211 23 - Domestic Water Pumps 22 11 23.10 General 0010 2000 3000
Utility
Pumps
GENERAL UTILITY PUMPS Single stage
Double suction.
3190
75
.28
114
20,100
6,275
26,375
31,600
3220
100
HP, to
3000 GPM
.26
123
25,500
6,750
32,250
38,300
3240
150
HP, to
4000 GPM
.24
133
36,000
7,300
43,300
50,500
HP, to
2500 GPM
Q-3
Ea.
493
22 13
Facility Sanitary
Sewerage
22 13 16 - Sanitary Waste and Vent Piping 22 13 16.20 Pipe, Cast Iron 0010
PIPE,
CAST IRON,
0020
on
Soil,
clevis
Cr 5W
Daily
Labor-
Output
Hours
2014 Bare Unit
Material
Labor
Total
Costs
Equipment
Total
IncI
Single hub, service wt., lead
& oakum
joints
O&P
V
honger assemblies, 5' O.C.
v..i
10' O.C.
2120
2" diometer
63
.254
2140
3" diameter
60
2160
4" diameter
55
2180
5" diameter
2200
6" diameter
2220
8" diameter
2240
1
0" diameter
2260
1
2" diameter
Q
1
Q-2
9.30
13.15
22.45
30
.267
12.95
13.80
26.75
35.50
.291
16.85
15.05
31.90
41.50
76
.316
23
16.95
39.95
51
73
.329
29
17.65
46.65
58.50
59
.542
44
29.50
73.50
54
.593
71
32.50
103.50
127
48
.667
101
36.50
137.50
166
L. F.
;
Q-3
2320
For service weight, double hub, add
2340
For extra heavy, single hub, add
48%
4%
2360
For extra heavy, double hub, add
71%
4%
2400
Lead for caulking, (l#/diam.
2420
Oakum
10%
•
Q-1
in.)
(l/8#/diam.
for caulking,
in.)
160
.100
40
.400
93.50
Lb.
1.04
5.20
6.24
4.80
20.50
25.30
37
8.95
No hub, couplings 10' O.C.
4000
Q1
4100
1-1/2" diameter
71
.225
9.15
11.65
20.80
27.50
4120
2" diameter
67
.239
9.40
12.35
21.75
29
4140
3" diameter
64
.250
13.35
12.95
26.30
34
4160
4" diameter
58
.276
16.95
14.30
31.25
40
Q-1
8
2
"
7
2.286
IF.
22 13 16.50 Shower Drains 0010
SHOWER DRAINS
2780
Shower, with
strainer,
uniform diam. trap, bronze top
2" and 3" pipe
2800
4" pipe
2820 2840
size
size
Ea.
395
104
499
590
435
118
553
655
175
For galvanized body, add
175
i ;
193
22 13 16.60 Traps 0010
0030 0050
TRAPS Cast iron, service weight
Running P
trap,
without vent
1100
2"
16
1
1140
3"
14
1150
4"
13
1160
6"
Q-2
17
1.412
14
1.143
13
1.231
1180
Running
Q-1
trap, single hub, with
2080
3" pipe
2120
4" pipe
2300 3000
3" vent
Q-1 rr
size,
4" vent
P trop,
B&S, 2" pipe 3" pipe
Deep
seal trap,
1.143
164
59
223
270
1.231
164
64
228
277
605
76
681
780
ik
Ea.
109
59
168
210
149
64
213
261
10%
20%
32.50
52
49
59
108
143
51
59
no
146
84.50
114
16
1
14
1.143
14
1.143
14
1.143
51
59
no
146
14
1.143
46
59
105
140
T
12
1.333
60
69
129
170
Plum
16
.500
16
.500
18
.444
17
15
size
B&S
3410
1-1/2" pipe
size
3420
2" pipe
size
3" pipe
size
4700
Copper, drainage,
drum
4800
3"x5"
solid,
4840
3"x6"
Q-1
Eo.
r
trap
1-1/2" pipe
swivel,
size
1-1/2" pipe
1
size
286
29
315
360
455
29
484
545
211
25.50
236.50
271
.471
204
27
231
266
.533
315
30.50
345.50
390
Ea.
P trap, stondard pattern
5200
1-1/4" pipe
size
5240
1-1/2" pipe
size
494
258
ft
size
5260
Q-1
size
1-1/4" pipe
5100
216
vent
size,
3400
3440
52
For double hub, vent, add
3040 3350
164
Eo.
2" pipe
size
1
Plum
r
Ea.
1
lJ
22 13
Facility Sanitary
Sewerage
22 13 16 - Sanitary Waste and Vent Piping 22 13 16.60 Traps 3" pipe
5280
size
5340
With cleanout, swivel
5360
1-1/4" pipe 1-1/2" pipe
5400
Crew
:
joint
ond
Daily
Labor-
Output
Hours
Unit
2014 Bare Material
Labor
1
Plum
11
.727
Ea.
760
42
1
Plum
18
.444
Eo.
148
Totol
Costs
Equipment
Total
IncI
O&P
802
900
25.50
173.50
202
310
27
337
380
45
22
67
82.50
55
24
79
97
slip joint
size
n
ft
size
17
.471
21
.381
19
.421
22 13 16.80 Vent Flashing and Caps 0010 0120 0140
VENT FLASHING AND CAPS Vent caps Cost iron
0180
2-1/2" -3-5/8" pipe
0190
4" -4-1/8" pipe
0900 1000
1
Plum "
Ea. ft
Vent flashing
Aluminum with
lead ring
1020
1-1/4" pipe
20
.400
11.80
23
34.80
48
1030
1-1/2" pipe
20
.400
14.15
23
37.15
50.50
1040
2" pipe
18
.444
12.70
25.50
38.20
52.50
1050
3" pipe
17
.471
14.05
27
41.05
56.50
1060
4" pipe
16
.500
16.95
29
45.95
62
20
.400
20.50
23
43.50
57.50
1350
Copper with neoprene
1400
1-1/4" pipe
1
Plum
Ea.
ring
1
Plum
Ea.
1430
1-1/2" pipe
20
.400
20.50
23
43.50
57.50
1440
2" pipe
18
.444
21.50
25.50
47
62
1450
3" pipe
17
.471
25.50
27
52.50
69
1460
4"
16
.500
28
29
57
74
8
2
1,325
104
1,429
1,625
720
790
255
310
pipe
22 13 19 - Sanitary Waste Piping Specialties 22 13 19.13 Sanitary Drains 0010
0400
SANITARY DRAINS Deck, auto pork,
1
3" top
3", 4", 5", and 6" pipe size
0440
Floor,
medium
duty, C.I.,
2080
For galvanized body, add
2500
12
1.333
duty, with
Ea.
186
69
89.50
89.50 r
sediment bucket,
C.I.,
1
291
98.50
291
320
732
845
905
995
2" diam. loose grate
2", 3", 4", 5", and 6" pipe size
2420
2460
Q-1
size
With polished bronze top
Heavy
720
deep flange, 7" diam. top
2" and 3" pipe
2400
Ea.
For galvanized body, add
2040
2120
Q-1
/
0480 2000
C.I.,
Q-1
9
1.778
Ea.
640
92
,
905
With polished bronze top
Heavy
&
duty, cleanout
trap
w/bucket,
C.I.,
1
5" top
2", 3", and 4" pipe size
2540
Q-1
2.667
138
6,213
6,900
2560
For galvanized body, add
1,550
1,550
1,725
2580
With polished bronze top
6,575
6,575
7,250
1,215
1,375
2213 23 -
6
Ea.
6,075
Sanitary Waste interceptors
22 13 23.10 Interceptors 0010 0150
INTERCEPTORS GPM, 8
Grease, fabricated steel, 4
lb.
fat capacity
1
Plum
4
2
Ea.
1,100
115
0200
7
4
2
1,525
115
1,640
1,850
1000
1
0 GPM, 20
lb.
fat capacity
4
2
1,800
115
1,915
2,150
1040
1
5
GPM, 30
lb.
fat capacity
4
2
2,650
115
2,765
3,100
1060
20 GPM, 40
lb.
fat capacity
3
2.667
3,250
153
3,403
3,800
1120
50 GPM, 100
2
8
9,575
415
9,990
11,100
1160
100 GPM, 200
2
8
13,600
415
14,015
15,500
1580
GPM,
1
4
lb.
fat capacity
lb.
fat capacity
r
Q
1
f
lb.
For seepoge pan, add
fat capacity
r
7%
495
22 13
Facility Sanitary
2213 23 -
Sewerage
Sanitary Waste Interceptors
22 13 23,10 Interceptors 3000
Hair, cast iron, 1-1
3100 4000
Crew
/4" and 1-1/2"
pipe connection
Oil,
fabricated steel,
0 GPM, 2" pipe
1
1
GPM, 2"
or
3" pipe
4120
20 GPM, 2"
or
3" pipe
4220
1
5
00 GPM, 3"
Dental Lab., large,
2213 29 -
Unit
1
Eo.
/2"
C.I., 1-1
Material
415
Labor
Equipment
57.50
Plum
Total
O&P
Incl
472.50
540
253
279
4
2
2,450
115
2,565
2,875
size
4
2
3,375
115
3,490
3,875
size
3
2.667
4,075
153
4,228
4,700
Q-1
2
8
13,600
415
14,015
15,500
Plum
4
2
620
115
735
860
3
2.667
2,175
153
2,328
2,625
1
pipe size
/4"
2" pipe
to
1
r
2" pipe
to
Sanitary Sewerage
22 13 29,13 Wet-Pit-Mounted,
Pumps Sewerage Pumps
Vertical
WET-PIT-MOUNTED, VERTICAL SEWERAGE PUMPS Controls
0260
Hours
8
253
size
Solids, precious metals recovery, C.I., 1-1
6100
0010
Plum
Labor-
For chrome-plated cast iron, add
4100
6000
1
Daily
Output
incl.
olorm/disconnect panel w/wire. Excovofion not included
Simplex, 9
GPM
60
ot
PSIG, 91 gal. tank
manway, 26"
Unit with
26"I.D„ 36"
0340
43"
I.D.,
3,325
3,325
3,650
3,700
3,700
4,050
3,750
3,750
4,125
3,975
3,975
4,375
Ea.
3,350
3,350
3,675
Ea.
739
915
787
975
Ea.
8" high
1
high
4' high
I.D.,
Indoor residential type installation
3020
0010 0100 0500
Simplex, 9
Simplex system
37
gal.
1
2 GPM,
45
pump 15' head
/2
HP,
2" discharge
Q -1
2" discharge
.7 HP,
gal.
coated
sti.
tank,
1
2
GPM,
1
/2
HP,
2" discharge
3" discharge
0630
87 GPM,
2" discharge
.7 HP,
3" discharge
0640
134GPM,1
0660
2" discharge
HP,
3" discharge
0680 70
gal.
PE tank,
1
2
GPM,
1
/2
HP,
2" discharge
3" discharge
0710 0730
87 GPM, 0.7
HP,
2" discharge
3" discharge
0740 0760
1
34 GPM,
1
2" discharge
HP,
3" discharge
0770
22 14
Facility
2214 23 - Storm 0010
1
level controls
3" discharge
0610
1
HOPE tank
With operating and
tank, cover,
incl.
PE tank,
87 GPM,
0540
22
PSIG, 91 gal.
3" discharge
0530
0700
60
at
SEWAGE EJECTOR PUMPS,
0510
0600
GPM
3.20
5
480
259
3.10
5.161
520
267
3.20
5
735
259
994
1,200
3.10
5.161
795
267
1,062
1,275 1,350
:
3
5.333
855
276
1,131
2.90
5.517
890
286
1,176
1,400
3
5.333
1,100
276
1,376
1,625
2.90
5.517
1,150
286
1,436
1,700
2.80
5.714
1,175
296
1,471
1,750
2.70
5.926
1,250
305
1,555
1,850
2.60
6.154
920
320
1,240
1,500
2.40
6.667
980
345
1,325
1,600
2.50
6.400
1,200
330
1,530
1,800
2.30
6.957
1,275
360
1,635
1,950
2.20
7.273
1,300
375
1,675
2,000
2
8
1375
415
1,790
2,150
^r
Storm Drainage
Drainage Piping Specialties
4 23,33 Backwater Valves BACKWATER VALVES,
C.l.
Body .
6980
Bronze gate and automatic flapper valves
7000
3" and 4" pipe
size
7100
5" and 6" pipe
size
7240
Bronze flapper valve, bolted cover
7260
2" pipe
size
"
Q-1
"
7300
4" pipe
size
7340
6" pipe
size
496
Q-1
Q-2
1,900
64
1,964
2,175
2,900
64
2,964
3,300
Ea.
555
52
607
690
1.231
1,075
64
1,139
1,275
1.412
r
1,525
76
1,601
1,800
13
1.231
13
1.231
16
1
13 17
Ea. t
22 14
Storm Drainage
Facility
V-
22 14 26 2214
26.13 Roof Drains
0010
ROOF DRAINS
0140
Storm Drains
Facility
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Labor
Total
Costs
Equipment
O&P
IncI
Total 1
Cornice, C.I.,
45°
90°
or
outlet
0200
3" ond 4" pipe
0260
For galvanized body, add
Q-1
size
12
1.333
:
dome, add
For polished bronze
0280
Roof, flat metal deck, C.l. body,
3890
3" pipe
size
3920
6" pipe
size
4620
Main,
2"
1
4640
2",
3" and 4" pipe
500
429 70
87.50
87.50
1
77
:
i 14
1.143
10
1.600
i
14
1.143
Fa.
ff
profile
69
70
96.50
dome
C.l.
0-1
aluminum, 12" low
all
360
Fa.
!
3860
Material
365
59
424
490
635
83
718
825
405
59
464
ff
dome Q-1
size
Fa.
:
535 i
22 14 26.16 00)0 4980
FACILITY
Facility
Area Drains
AREA DRAINS
Scupper
oblique strainer,
C.l.
5000
6" X 7"
3" and 4" pipe
5100
8" X
floor,
1
top, 2",
2"
Q-1
size
16
1
14
1.143
Fa.
262
52
314
365
510
59
569
650
ff
5" and 6" pipe size
top,
5160
For galvanized body, add
40%
5200
For polished bronze strainer, add
85%
22 14 26.19 0010 5980
FACILITY
Facility
Trench Drains
TRENCH DRAINS
Trench, floor, heavy duty, modular, C.L,
6000
& 6"
2", 3", 4", 5",
1
2" x
1
2" top Q-1
pipe size
8
2
8
2
120
.133
115
Fa.
ff
6100 6600
Trench, floor, for
6610
Not including trenching or concrete
6640
4"
1,075
1,354
1,500
internal width, with grate
Light duty steel grate
6670
Medium duty
6680
Heavy duty
6700
1
2"
6770
34
6.90
40.90
48
.139
39
7.20
46.20
54
no
.145
60
7.55
67.55
77.50
Q-1
80
.200
L
164
10.35
174.35
196
Q-1
115
.139
L
7.20
103.70
117
ff
no
.145
7.55
109.55
124
5
1.600
5 5
Q-1
steel grate
iron grate
L
F.
internal width, with grate
Heavy duty galvanized grate
6800
F.
Fiberglass
8"
6810
internal width, with grate
6820
Medium
6830
duty galvanized grate
Heavy duty
22 14 29
--
iron grate
F.
96.50
/f
102
Sump Pumps
22 14 29.13 Wet-Pit-Mounted,
Vertical
Sump Pumps
WET-PIT-MOUNTED, VERTICAL SUMP PUMPS GPM
Molded PVC base, 21
GPM
0800
Iron base,
1200
Solid bross, 21
2000
934
104
cement concrete encasement
6660
0400
104
Polyester polymer concrete
6650
0010
830 1,250
f
For unit with polished bronze top
Sump pump,
21
at
GPM
at 15' head,
5' head,
1
at
1
1
5' head,
1/3 HP
1
Plum
/3 HP 1
/3 HP
135
92
227
288
1.600
164
92
256
320
1.600
289
92
381
460
Fa.
single stage
2010
25GPM,1
2020
75 GPM, 1-1/2
HP,
2030
100 GPM, 2
HP,
2040
150 GPM, 3
HP,
2050
200 GPM,
1-1/2" discharge
HP,
1.80
8.889
3,625
460
4,085
4,675
1.50
10.667
3,825
555
4,380
5,025
2-1/2" discharge
1.30
12.308
3,900
640
4,540
5,250
3" discharge
1.10
14.545
3,900
755
4,655
5,425
1
16
4,125
830
4,955
5,800
1.20
20
4,450
1,075
5,525
6,525
1.10
21.818
5,075
1,175
6,250
7,350
1
24
6,000
1,300
7,300
8,550
.85
28.235
6,575
1,525
8,100
9,550
Q
1
2" discharge
3 HP, 3" discharge
2060
300 GPM, 10
HP,
4" discharge
2070
500 GPM, 15
HP,
5" discharge
HP,
6" discharge
2080
800 GPM, 20
2090
1000 GPM, 30
HP,
6" discharge
Q-2
Fa.
•I
497
!
22 14
Storm Drainage
Facility
22 14 29 - Sump Pumps 22 14 29.13 Wet-Pit-Mounted,
Vertical
Sump Pumps
3W
Cr
Daily
Labor-
Output
Hours
Unit Ea.
2014 Bare Labor
Material
Total
Costs
Equipment
Total
IncI
,i
O&P ^
2100
1600 GPM, 50
HP,
8" discharge
Q-2
.72
33.333
2110
2000 GPM, 60
HP,
8" discharge
Q-3
.85
37.647
Q-1
5
3.200
2202
2214
For general purpose float switch, copper coated float, add
10,300
1,800
12,100
14,000
10,500
2,075
12,575
14,700
108
166
274
^ i
370,
Sump Pumps
29.16 Submersible
|
0010 7000 7100
SUBMERSIBLE SUMP PUMPS Sump pump,
1
automatic
1-1/4"
1/4 HP
134
76.50
210.50
263
1.600
194
92
286
350
1.600
238
92
330
400
4
2
272
115
387
475
6
1.333-
189
76.50
265.50
325
6
1.333
7140
1/3 HP
5
7160
1/2 HP
5
Plastic,
1
Plum
1-1/2" discharge, 1/2 HP
7180 7500
discharge,
Cast iran, 1-1
/4"
1/4 HP
discharge,
Ea.
7540
1/3 HP
6
1.333
222
76.50
298.50
360
7560
1/2 HP
5
1.600
269
92
361
435
22 31 Domestic Water Softeners 22 31 13 - Residential Domestic Water Softeners 22 31 13.10 Residential Water Softeners 0010 7350 7400
RESIDENTIAL WATER SOFTENERS Water softener, automatic,
to
30
2 Plum
grains per gallon
5
3.200
4
4
1.20
13.333
Ea. tf
To
100
grains per gallon
400
184
584
720
650
230
880
1,075
5,300
690
5,990
6,900
22 31 16 - Commercial Domestic Water Softeners 22 31 16.10 Water Softeners 0010 5800
WATER SOFTENERS Softener systems, outomatic, intermediate sizes
5820
6000
available,
may be
used
in
multiples.
Hardness capacity between regenerations and flow
37 GPM
6100
1
6200
300,000
grains, 81
6300
750,000
grains,
50,000
groins,
GPM
cent., 51 cent.,
160 GPM
1
GPM
13
Q-•1
peak
GPM
peak
230 GPM peak
cont.,
1
1
16
.80
20
Ea.
i
'
9,375
830
10,205
11,600
12,200
1,025
13,225
15,000
19,700
1,175
20,875
23,400
33
543
615
269
33
302
345
330
200
530
660
619
765
:
i
6400
900,000
22 33
185 GPM
grains,
cont.,
270 GPM peak
r
.70
22.857
Domestic Water Heaters
Electric
22 3313 - Instantaneous
Domestic Water Heaters
Electric
22 33 13.10 Hot Water Dispensers 0010 0160 3180
HOT WATER DISPENSERS Commercial, 100 cup, 11.3 Household,
IPIum
amp
"
60 cup
22 33 30 - Residential,
Electric
22 33 30.13 Residential, Small-Capacity 0010 1000
gallon, single
1060
30
gallon, double
.571
i
Elec.
Water Heaters WATER HEATERS
3.636
410
209
element
2.20
3.636
475
209
684
840
2
4
800
230
1,030
1,225
40
gallon, double
element
52
gallon, double
element
498
14
510
2.20
element
1100
120
"
3.478
1080
1180
‘
Ea.
2.30
Residential, electric, glass lined tank, 5 yr.,
20
.571
Domestic Water Heaters
RESIDENTIAL, SMALL-CAPACITY ELECTRIC DOMESTIC
1040
14
gallon, double
element
1
0
gal., single
element
1
Plum
2
4
1.40
5.714
Ea.
895
230
1,125
1,325
1,900
330
2,230
2,575
J
^ J
22 33
Domestic Water Heaters
Electric
22 33 33 - Light-Commercial 22 33 33.10 Commercial 0010 4000
Electric
Domestic Water Heaters
Water Heaters
Electric
|1
Crew
Daily
Labor-
Output
Hours
Unit
2
4
Eo.
2014 Bare Moterial
Labor
Total
Costs
Equipment
Total
O&P
IncI
COMMERCIAL ELECTRIC WATER HEATERS Commercial,
00°
1
rise.
NOTE:
for
each size tank, a range of
heaters between the ones
401 0
4020
shown
are available
Electric
5gal.,3kW, 12GPH, 208
4100
volt
4120
10gal.,6kW,25GPH, 208
4130
30
gal.,
volt
4136
40gal.,36kW,148GPH, 208
4140
50
gal.,
9 kW,
4160
50
gal.,
volt
volt
36 kW, 148 GPH, 208
volt
15 kW, 61 GPH, 480
volt
4300
200
gal.,
4320
200
gal.,
120 kW, 490 GPH, 480
4460
400
gal.,
30kW, 123 GPH, 480
5400
Modulating step control
5440
1
5460
6 through
5480
1 1
under
for
Plum
volt
24 kW, 98 GPH, 208
37 GPH, 208
1
Q-1
volt
volt
90 kW,
2-5 steps
1
Elec
through 5 steps beyond standard 1
through
0 steps beyond standard 1
8 steps bevond standard
2,750
230
2,980
3,375
2
4
3,050
230
3,280
3,700
1.92
4.167
4,725
240
4,965
5,550
1.88
4.255
5,650
245
5,895
6,600
1.80
4.444
4,175
256
4,431
4,975
1.80
4.444
6,400
256
6,656
7,400
1.70
9.412
19,700
490
20,190
22,400
1.70
9.412
26,900
490
27,390
30,300
1
16
26,800
830
27,630
30,800
5.30
1.509
810
3.20
2.500
221
133
354
445
2.70
2.963
455
158
613
735
1.60
5
680
267
947
1,150
365
230
595
750
745
242
987
1,175
80.50
890.50
1,000
22 34 Fuel’Fired Domestic Water Heaters 22 3413 - Instantaneous/ TankIcsS/ Gas Domestic Water Heaters 22 34 13.10 Instantaneous; Tankless^ Gas Water Heaters 001 0
INSTANTANEOUS, TANKLESS, GAS WATER HEATERS
9410
®
GPM
Natural gas/propane, 3.2
Plum
2
4
9420
6.4
GPM
[G]
1.90
4.211
9430
8.4
GPM
®
1.80
4.444
9440
9.5
GPM
[G]
1.60
5
2
4
1.50
5.333
1.30
6.154
1.40
5.714 5.714
1
Ea.
890
256
1,146
1,375
1,150
288
1,438
1,675
895
230
1,125
1,325
1,350
305
1,655
1,975
1,525
355
1,880
2,200
3,500
330
3,830
4,350
5,300
330
5,630
6,325
22 34 30 - Residential Gas Domestic Water Heaters 22 34 30.13 Residential, Atmos, Gas Domestic Wtr Heaters 001 0
RESIDENTIAL, ATMOSPHERIC,
2000
Gas
fired,
foam
lined tank,
2040
30
gallon
2100
75
gallon
2120
100
1
GAS DOMESTIC WATER HEATERS 0
yr.,
vent not inch 1
Plum
gallon
Ea.
22 34 36 ~ Commercial Gas Domestic Water Heaters 22 34 36.13 Commercial, Atmos., Gas Domestic Water 00 lO
Htrs.
COMMERCIAL, ATMOSPHERIC, GAS DOMESTIC WATER HEATERS
6000
Gas
fired, flush jacket, std. controls,
vent not inch
6040
75
MBH
input,
73 GPH
6060
98
MBH
input,
95 GPH
1.40
6080
120 MBH
input,
no
1.20
6.667
5,500
385
5,885
6,600
200 MBH
input,
192 GPH
.60
13.333
8,925
765
9,690
11,000
250 MBH
input,
245 GPH
9,325
920
10,245
11,700
6180
^
6200
1
Plum
GPH
.50
16
6900
For low water cutoff, add
8
1
6960
For bronze body hot water circulator, add
4
2
2
4
1.80
4.444
22 34 46 -
Oil-Fired
Ea.
340
57.50
397.50
455
1,925
115
2,040
2,300
1,175
230
1,405
1,625
1,375
256
1,631
1,900
Domestic Water Heaters
22 34 46.10 Residential Oil-Fired Water Heaters 0010
3000 3040
RESIDENTIAL OIL-FIRED WATER HEATERS Oil fired,
glass lined tank, 5
50
gallon
yr.,
vent not included,
30
gallon
1
Plum
Ea.
499
0
22 34
Domestic Water Heaters
Fuel-Fired
22 34 46 - Oli-Fired Domestic Water Heaters
3060
70
Daily
Labor-
Output
Hours
Unit
1.50
5.333
Fa.
2014 Bare
Total
Costs j
22 34 46.10 Residential Oil-Fired Water Heaters
Crew
gallon
1
Plum
Material
1,97^
Labor
305
Equipment
Total
2,280
1
:
InclO&P
2,650
22 34 46.20 Commercial Oil-Fired Water Heaters 0010 8000
COMMERCIAL
OIL-FIRED
Oil fired, gloss lined,
WATER HEATERS
UL
listed, std. controls,
vent not
8060
140
gal.,
140 MBH
input,
134 GPH
8080
140
gal.,
199 MBH
input,
8100
140 goL, 255 MBH
8160
140gol., 540
8180
140gal., 720
8280
201 goL, 1250
8300
201
gal.,
incl.
Q-•1
2.13
7.512
191 GPH
2
input,
247 GPH
MBH
input,
MBH
input,
19,900
390
20,290
22,500
8
20,600
415
21,015
23,300
1.60
10
21,200
520
21,720
24,100
519 GPH
.96
16.667
28,100
865
28,965
32,200
691 GPH
.92
17.391
28,600
900
29,500
32,900
1.22
19.672
43,900
1,050
44,950
49,900
1.16
20.690'
47,800
1,100
48,900
54,000
MBH
input,
1
1500 MBH
input,
1441 GPH
200 GPH
8900
For low water cutoff, add
8960
For bronze body hot water circulator, add
Q-2 //
1
P lum
Fa.
t
8
1
325
4
2
710
.75
32
57.50
'
382.50
445
825
955
/t
115
22 35 30 - Water Heating by Steam 22 35 30.10 Water Heating Transfer Package 00 lO
0020 1
000
1010
WATER HEATING TRANSFER PACKAGE, exponsion tonk, converter,
Hot woter,
1
80°F
enter,
200°F
Complete
controls,
seporotor
oir
leoving,
1
5# steom
One pump system, 28 GPM
Q-6
Fa.
19,500
1,750
21,250
24,200
1020
35GPM
.70
34.286
21,200
1,875
23,075
26,100
1040
55 GPM
.65
36.923
25,100
2,025
27,125
30,700
1060
130 GPM
.55
43.636
31,700
2,375
34,075
38,400
1080
255 GPM
.40
60
41,800
3,275
45,075
51,000
1100
550 GPM
.30
80
53,000
4,375
57,375
64,500
630
156
786
925
810
305
1,115
1,350
22 41 Residential Plumbing
Fixtures
22 41 06 - Plumbing Fixtures General 22 41 06.10 Plumbing Fixture Notes 001 0
PLUMBING FIXTURE NOTES,
Incl.
trim fittings unless otherwise noted
0080
For rough-in, supply, waste,
0122
For electric water coolers, see Section
0160
For color, unless otherwise noted, odd
and vent, see add
22 47
1
for
R224000-40
each type
6.1 Fa.
22 41 13 - Residential Water Closets^
Urinals^
20%
and Bidets
22 41 13.40 Water Closets 0010 0032
0150 0200
WATER CLOSETS
R224000-40
For automatic flush, see Line
Tank type, vitreous china,
incl.
22 42 39.10 0972
seat, supply pipe
w/stop. 1.6 gpf
or
noted
Wall hung
0400
Two
piece, close coupled
Q-l
5.30
3.019
0960 0999 1100
5.861
5.30
3.019
233
156
389
490
Fconomy
5.30
3.019
130
156
286
380
piece, close coupled, dual flush
5.30
3.019
299
156
455
565
5.30
3.019
305
156
461
570
mounted
Two
1102
1110
2.73
For rough-in, supply, waste, vent and corner Floor
Two
piece, close coupled
1140
Two
1960
For color, add
500
Fa.
"
rr
piece, close coupled,
Q-l
1.28 gpf, ADA
m
Fa.
30%
22 41 Residential Plumbing Fixtures 22 41 13 - Residential Water Closets^
UrinalS/
22 41 13.40 V/ater Closets 1
For rough-in, supply, waste and vent
980
^
and Bidets Doily
Labor-
Crew
Output
Hours
Unit
Q-1
3.05
5.246
Fa.
330
272
602
775
Q-1
6.40
2.500
Ea.
330
130
460
555
6.40
2.500
690
130
820
955
6.40
2.500
425
130
555
665
2014 Bore Moteriol
Labor
Total
Costs
Equipment
IncI
Total
O&P
22 41 16 " Residential Lavatories and Sinks 22 41 16.10 Lavatories 0010 0500
LAVATORIES,
With
trim,
white unless noted otherwise
0600
20"xl8"
0640
33"
0720
1
0860 1000
Cultured marble,
1580
For color,
1
1
Steel,
1
Q
7", single bowl
1
1
175
130
305
390
206
130
336
425
365
130
495
600
2.500
355
130
485
585
5.80
2.759
197
143
340
435
5.80
2.759
171
143
314
405
5.40
2.963
260
153
413
520
5.40
2.963
176
153
329
425
6.40
2.500
6.40
2.500
6.40
2.500
6.40
same
price
7" X 22",
single
x
1
25"
Q
x 22", single bowl, ledge
1
bowl
7", single bowl
9" round
20"
Vitreous china,
3020
1
3200
22"
3560
For color, add
X
1
x
9" round, X
1
1
6", single bowl
7", single bowl
bowl
5.40
2.963
174
153
327
425
5.40
2.963
267
153
420
525
415
360
775
1,000
single
T
50%
Rough-in, supply, waste and vent for
all
above lavatories
2.30
6.957
Ea.
Q-1
Ea.
Wall hung
6"
510
104
614
715
104
381
460
< r
685
104
789
910
2.286
Ea.
231
118
349
435
1.66
9.639
Ea.
470
500
970
1,275
6.60
2.424
Ea.
690
126
816
950
6.60
2.424
865
126
991
1,150
6.60
2.424
970
126
1,096
1,275
6.60
2.424
770
126
896
1,025
6.60
2.424
770
126
896
1,025
6.60
2.424
970
126
1,096
1,275
6.60
2.424
395
126
521
625
6.60
2.424
480
126
606
715
6.60
2.424
535
126
661
780
6.60
2.424
284
126
410
505
6.60
2.424
300
126
426
520
1.66
9.639
470
500
970
1,275
5.60
2.857
275
148
423
525
5.60
2.857
575
148
723
855
4.80
3.333
-i
340
173
513
635
5.60
2.857
i
590
148
738
875
5.60
2.857
660
148
808
950
505
148
653
780
495
173
668
805
2
4180
X
8
2
4240
22"
X 19", single bowl
8
2
Q-1
7
Q-1
Q-1
Porcelain
4580
1
iron,
1
x
1
30%
8" x
1
5", single bowl with backsplosh
30%
For color, add
Rough-in, supply, waste and vent for above lavatories
Pedestal type
27"
Vitreous china,
x
21", white
7610
27"x21",
7620
27"x21", premium
7660
26"
X 20", white
7670
26"
X
7680
26"
X 20", premium color
7700
24"
X
7710
24"
X 20", colored
7720
24"
X 20",
7760
21"
X 18", white
7770
21"xl8",
7990
1
For color, add
Vitreous china,
6500
7600
enamel on cast
4", single bowl
277
8
7000
1r
Q-1
8", single bowl
6960
Ea.
3", single bowl
20"
6000
Ea. f
20"
4040
9" x
X 19", single bowl
2960
4000
r
25%
enameled, 20"
2660
3580
- -
Stainless steel, self-rimming,
1960
2900
oval
For color, add
25"
2600
19"
X
9" round
1040
1900
R224000-40
Vanity top, porcelain enamel on cast iron
colored color
20", colored
20", white
premium
color
colored
vent for pedestal lavatories ^ Rough-in, supply, waste and
L_
1
22 41 16.30 Sinks 0010 2000
SINKS, With
faucets and drain
2100 2200 3000
R224000-40
Kitchen, counter top style, P.E. on C.I.,
31"
X
22"
32"
X
21" double bowl
single
25"
X
22"
single
x
21"
single
bowl
Q
1
bowl
Stainless steel, self rimming,
3100
24"
1
9" x
1
8"
single
bowl
bowl
Ea.
i
4000
Steel,
enameled, with ledge,
24"
x
21"
single
bowl
5.60
2.857 j
4100
32"x21"
double bowl
17
4.80
3.333
i '1
r
i
501
22 41 16 - Residential Lavatories and Sinks 22 41 16.30 Sinks
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Total
Costs
Equipment
Labor
Material
Total ]1
4960
For color sinks except stainless steel, odd
4980
Ea.
For rough-in, supply, waste and vent, counter top sinks
5000
Kitchen, raised deck, RE. on C.l.
5100
32"
5700
For color, add
5790
Q-1
2.14
7.477
2.60
6.154
IndO&P
10%' 460
385
845
1,100
320
730
930
460
450
910
1,175
.
1
X 2
Q-1
double bowl
", dual level,
,Eo.
410
20%
For rough-in, supply, waste
&
vent, sinks
Q-1
1.85
Q-1
4
4
2,625
207
2,832
3,225
3
5.333
2,725
276
3,001
3,425
5.80
2.759
495
5.50
2.909
1,825
8.649
22 41 19 - Residential Bathtubs 22 41 19.10 Baths 0010 0100
BATHS enomel on cost
Tubs, recessed porcelain
0180
48"
0220
72"x36"
X
2000
Enameled formed
4000
Soaking,
9600
acrylic,
60"
4100
iron,
with trim
42"
steel,
w/pop-up
42"
X
4 '-6" long drain
66"
x
36"
x
20" deep
20" deep
X
Rough-in, supply, waste and vent, for
all
above
tubs,
odd
Eo.
1
i
143
638
760
151
1,976
2,225
5
3.200
1,150
166
1,316
2.07
7.729
485
400
885
5.50
2.909
490
151
641
5.50
2.909
505
151
656
785
3.80
4.211
2,200
218
2,418
2,750
1,525 :
1,150
22 41 23 - Residential Shov/ers 22 41 23.20 Showers 0010 1500
3000
SHOWERS Stall,
with drain only. Add for valve and door/curtain
Fiberglass,
one
piece, with 3 walls,
3100
36"
X
36" square
3250
64"
X
65-3/4"
32"
/2"
X 81-1
32" square
x
1
fold, seat, whichr.
30"
4000
Polypropylene,
4200
Rough-in, supply, waste and vent for above showers
w/molded-stone
stall only,
Q
floor,
x
30"
Ea.
770
2
8
635
415
1,050
1,325
2.05
7.805
...
540
405
945
1,200
4
2
Ea.
365
115
480
580
22 41 23.40 Shower System Components 0010 4500
SHOWER SYSTEM COMPONENTS Receptor only
36" x 36"
4510
For
4520
Fiberglass receptor only,
tile,
1
32"
Plum
32"
x
B
1
1.026
107
57.50
164.50
205
126
59
185
228
r
132
60.50
192.50
237
Ea.
149
62
211
257
.
4530
34"x34"
7.80
4540
36"
7.60
1.053
7.40
1.081
7.20
1.111
196
64
260
310
7
1.143
208
66
274
330
80
115
195
262
255
128
383
475
4600
X
36"
Rectangular
4620
32"x48"
4630
32"
4640
32"x60"
5000
5200
,
Built-in,
X
Plum
GPM
valve
4
2
by-pass, integral stops, handles
3.60
2.222
head, arm, 2.5
Heod, arm,
1
54"
r
,r
,
22 41 36 - Residential Laundry Trays 22 41 36.10 Laundry Sinks 0010
0020
LAUNDRY
SINKS, With
Porcelain
trim
enamel on cast
24"x21",
0050
iron,
block iron frame
single
;
Q-1
compartment
6
2.667
6
2.667
26"x21",
0100 2000
single
Molded stone, on wall hanger
22"
2020
X
compartment
6
2.667
45"x
5
3.200
3000 3020
3300
Plastic,
Q-1
23", single compartment 21", double compartment
on wall hanger 1
8"
40"
X
6.50
2.462
580
138
718
845
610
138
748
880
134
138
272
355
330
166
496
615
or legs
"
2100
Ea. ff
ff
Ea.
or legs
Q-1
23", single compartment
X 24", double
5.50
compartment
Ea.
2.909
135
128
263
340
278
151
429
535
64
138
202
280
1
1
5000
502
Stainless steel, counter top,
22"
x
1
7"
single
compartment
6
2.667
j '
i
22 41 Residential Plumbing Fixtures 22 41 36 - Residential Laundry Trays 22 41 36.10 Laundry Sinks 33"
5200
9600
X 22", double
comportment
Rough-in, supply, waste and vent, for
all
Doily
Labor-
Crew
Output
Hours
Unit
Q-1
5
3.200
Eo.
2.14
7.477
8
1
laundry sinks
2014 Bore Moteriol
Total
Costs
Equipment
Labor
IncI
Total
O&P
79
166
245
335
460
385
845
1,100
144
182
109
120
22 41 39 - Residential Faucets^ Supplies and Trim 22 41 39.10 Faucets and 001 o'
0150
FAUCETS
AND
Fittings
FITTINGS sweat
Both, faucets, diverter spout combination,
0200
1
0420
Batb, press-bal mix valve w/diverter, spout, shower heod, arm/flange Bidet
0812
Fitting,
over the rim, swivel spmy/pop-up drain
Plum
1
Plum
For spray, add
\7
With
1320
pull
Polished
chrome
1
Laundry faucets, shelf type, IPS or copper unions
2100
Lavatory faucet, centerset, without drain
8
1
Polished
2230
Plum
1
chrome
1
Plum
Polished brass
225.50
272
206
8
1
57.50
263.50
315
.800
61.50
46
107.50
137
24
.333
16.15
19.20
35.35
47
10
.800
12
.667
10
.800
- -
6.66
1.201
Ea.
Ea.
Ea.
242
285
49.50
38.50
88
113
44.50
46
90.50
119
46
196
189
69
258
310
284
69
353
415
6.66
1.201
6.66
1.201
111
69
346
410
6.66
1.201
198
69
267
320
6.15
1.301
450
75
525
610
94
114
Single lever handle and pop-up drain
2280
Satin nickel
2290
Polished
1
®
Automatic sensor and operator, with faucet head
Shower by-pass valve with union
4200
Shower thermostatic mixing
valve, concealed, with
Shower pressure balancing mixing
4230
Plum
chrome
4000
shower head
trim kit
' 1
18
.444
8
1
6.14
1.303 1.303
Eo.
68.50
25.50
445
f
330
57.50
387.50
Ea.
350
75
425
500
475
75
550
635
475
75
550
635
valve,
With shower heod, arm, flange and diverter tub spout
4240
Chrome
1
Plum
4250
Satin nickel
6.14
4260
Polished graphite
6.14
1.303
24
.333
5000
57.50
10
t
4220
168
Porcelain cross handles and pop-up drain
2220
2810
57.50
out spray
2000
2260
86.50
Single control lever handle
1310
2210
1
Kitchen sink faucets, top mount, cast spout
1100 1300
Ea.
109
0810
1000
Plum
For integral stops, IPS unions, add
Sillcock,
compact, bross, IPS or copper to hose
22 42 Commercial Plumbing Fixtures 22 4213 - Commercial Water ClosctS/
UrinalS/
9.70
19.20
28.90
39.50
315
276
591
765
^|i|
and Bidets
22 4213.30 Urinals 0010 3000 3100
URINALS Wall hung, vitreous china, with hanger
Siphon
jet
Blowout type
3140
Water saving
5000 6980 8000
8010 8014
8020
self-closing valve
Q-1
type
3120
3300
&
.5 gpf
Rough-in, supply, waste
&
Stall type, vitreous china, includes
vent
valve
Rough-in, supply, waste and vent
x;
7
3
5.333
3
5.333
450
276
726
910
3
5.333
585
276
861
1,050
2.83
5.654
570
293
863
1,075
2.50
6.400
715
330
1,045
1,275
1.99
8.040
585
415
1,000
1,275
21.30
.751
385
39
424
480
21.30
.751
400
39
439
500
48
53
Ea.
Waterless (no flush) urinal Wall hung Fiberglass reinforced polyester
Q-1
Standard unit
8030
ADA compliant
8070
For solid color, add
unit
f
[§
Ea.
t
®
48 1
503
0
;
22 42 Commercial Plumbing 22 42 13 - Commercial Water Closets^
Fixtures
Urinals^
22 4213.30 Urinals 8080
For 2" brass flange,
8200
Vitreous china
(new
const.),
[G]
add
and Bidets Daily
Labor-
Crew
Output
Hours
Unit
Q-1
96
.167
Ea.
2014 Bare Material
19.20
Labor
8.65
Costs
Equipment
Total
27.85
Total
.!
InclO&P
|s
1
34
1 1
®
4"
8220
ADA compliant
unit,
1
8240
ADA compliant
unit,
18"
8250
ADA compliant
unit,
15.5"
8270
For solid color, add
8290
Rough-in, supply, waste
Q-1
[G]
f
21.30
.751
21.30
.751
21.30
.751
Ea.
® &
39
237
277
320
39
359
410
272
39
311
360
48
53
804
1,000
-
,
;
48 Q-1
vent
198
2.92
5.479
/
520
284
1
1
8400
Trap liquid
8410
1
8420
1
® ®
quart gallon
Ea.
15.95
15.95
17.55
58
58
64
:!
f
\
22 42 13.40 Water Closets 0010 3000 3100
WATER CLOSETS Bowl
only, with flush valve, seat,
.6 gpf unless noted
Wall hung
3200 3300
1
Q-1
Eor rough-in, supply, waste and vent, single
WC
mounted
Floor
755
143
898
1,050
6.250
890
325
1,215
1,475
2.759
355
143
498
605
5.80
2.759
2.56
5.80
Ea.
3350
With wall outlet
5.80
2.759
530
143
673
795
3360
With floor outlet, 1.28 gpf
5.80
2.759
585
143
728
860
3362
3370 3390
With
Floor
mounted
3392
3396 3400
floor outlet,
1
m
.28 gpf, ADA
For rough-in, supply, waste and vent, single children's size,
10-3/4"
WC
5.80
2.759
620
143
763
900
2.84
5.634
410
292
702
895
6.20
2.581
610
134
744
870
6.20
2.581
610
134
744
870
2.84
5.634
410
292
702
895
4.40
3.636
990
188
1,178
1,375
1.64
9.756
1,475
505
1,980
2,400
4
4
750
207
957
1,150
4
4
835
207
1,042
1,225
4
4
595
207
802
970
56
62
1.30
12.308
1,800
640
2,440
2,975
3
5.333
3,000
276
3,276
3,725
high
With automatic flush sensor,
1
.6 gpf
With automatic flush sensor,
1
.28 gpf
For rough-in, supply, waste and vent, single
Q-1
WC
Ea.
22 42 16 - Commercial Lavatories and Sinks 22 4216.14 Lavatories 0010 0020
LAVATORIES,
With
trim,
white unless noted otherwise
Commercial lavatories same as
residential.
See Sectian 22 41
1
6.1
22 42 16.40 Service Sinks 0010 6650 6790 7000 7100
8600 8960 8980
SERVICE SINKS Service, floor, corner, RE. on C.I.,
For rough-in, supply, waste Service, wall, RE. on C.I.,
24"
X
Vitreous china,
roll
&
rim,
28"
x
28"
Q-1
vent, floor service sinks
22"
8" x
1
20" 22"
x
20"
Ea.
56
Eor stainless steel rim guard, front or one side, add Eor rough-in, supply, waste
&
Q-1
vent, wall service sinks
22 42 23 - Commercial Showers 22 42 23.30 Grou p Showers GROUP SHOWERS 0010 6000 6800 6900
Group, w/pressure balancing valve, rough-in and rigging not included
Column, 6 heads, no receptors,
With stainless steel partitions
7600
5 heads, no receptors, less partitions
7620
4 heads
7700
8000 8100
504
Q
less partitions
(1
handicap) no receptors, less partitions
With stainless steel partitions Wall, 2 heads, no receptors, less partitions
With stainless
steel partitions
f
1
Ea.
1
16
9,250
830
10,080
11,500
3
5.333
2,475
276
2,751
3,150
3
5.333
3,975
276
4,251
4,800
1
16
7,600
830
8,430
9,600
4
4
1,375
207
1,582
1,850
2
8
3,225
415
3,640
4,175
‘
22 42 Commercial Plumbins Fixtures
s'
• 1,
1
'>
1^
22 42 33 - Wash Fountains Doily
Labor-
Crew
Output
Hours
Unit
Q-2
3
8
Ea.
0 persons
2.50
9.600
3 persons
3
8
2.50 3.50 3.50
22 42 33.20 Commercial Wash Fountains 0010 1900
36"
Total
IncI
O&P
430
6,230
7,025
9,025
515
9,540
10,700
4,775
430
5,205
5,900
9.600
6,775
515
7,290
8,225
6.857
6,000
370
6,370
7,150
6.857
4,850
370
5,220
5,875
2.80
8.571
7,050
460
7,510
8,450
3.50
6.857
4,800
370
5,170
5,825
2.80
8.571
1r
5,425
460
5,885
6,650
3
8
Ea.
7,150
430
7,580
8,525
4 persons
2.80
8.571
i.m
460
8,185
9,200
for 8 persons, button control
2.50
9.600
9,125
515
9,640
10,800
1.82
8.791
660
455
1,115
1,425
2,725
415
3,140
3,600
405
410
815
1,075
Precast terrazzo, circular,
54" diameter
2100
Semi-circular,
2700
Quarter
for
Stainless steel, circular,
3100
54" diameter
3400
Semi-circular,
1
for
4 or 5 persons
54"
circle (corner),
3000
diam., 5 or 6 persons
8 or
for
36" diam.
54" diam.
2500
for
3 persons
36" diameter
36" diameter
54" diameter
3500
r
5,800
Group, infrared control, barrier free
5614
Precast terrazzo
5620
Semi-circular
36" diam.
46" diam.
5630 5640
Circular,
5700 6200
Total
Costs
Equipment
Group, foot control
2400
6500
Labor
COMMERCIAL WASH FOUNTAINS
2000
5610
2014 Bore Moteriol
for
54" diam.
Rough-in, supply, waste and vent for above
Duo
for small
washrooms,
Q-2
3 persons
for
Q-1
wash fountains
stainless steel
Rough-in, supply, waste
&
vent for duo fountains
2
8
2.02
7.921
8
1
148
57.50
205.50
250
8
1
149
57.50
206.50
250
8
1
197
57.50
254.50
305
8
1
159
57.50
216.50
262
8
1
r
177
57.50
234.50
282
8
1
Ea.
149
57.50
206.50
251
5f
22 42 39 - Commercial FaucetS/ Supplies/ and Trim 22 42 39«10 Faucets and 0010
0840 0850
FAUCETS
AND
Fittings
FITTINGS
Flush valves, with
vacuum breaker
Water closet
0860
Exposed, rear spud
0870
Top spud
0880
Plum
Concealed, rear spud
0890
Top spud
0900
0920
1
Wall hung
r
Ea.
Urinal
0930
Exposed,
stall
1
Plum
0940
Wall, (washout)
8
1
149
57.50
206.50
250
0950
Pedestal, top spud
8
1
143
57.50
200.50
244
8
1
156
57.50
213.50
259
1-
8
1
168
57.50
225.50
272
1
Plum
8
1
Ea.
450
57.50
507.50
580
1
Plum
8
1
Ea.
415
57.50
472.50
545
415
57.50
472.50
545
0960
Concealed,
0970 0971
stall
Wall (washout)
f
Automatic flush sensor and operator
for
0972
urinals or
0980
High efficiency water saving
water
closets, standard
0984
Water
0988
Urinals, .5 gpf
2790 2800 2810 3000
0500 0600
1
.28 gpf
®
8
Self-closing, center set
1
Plum
-Automatic sensor and operator, with faucet head Service sink faucet, cast spout, pail hook, hose end
Carriers
1
131
46
177
214
450
75
525
610
80
33
113
138
83.50
66
149.50
191
66
168
212
66
214
262
10
.800
6.15
1.301
14
.571
7
1.143
7
1.143
102
7
1.143
148
Ea.
r
and Supports
CARRIERS AND SUPPORTS, Drinking fountain, wall
For plumbing fixtures
mounted '
Plate type with studs, top back plate
0700
Top front and back plate
0800
Top
3000
i/
f
Faucets for lavatories
22 42 39.30 0010
closets,
©
&
bottom, front
Lavatory, concealed
&
back plates, w/bearing jacks
1
Plum
i
Ea.
:
arm
505
.
22 42 Commercial Plumbing
,:,
Fixtures
22 42 39 - Commercial FaucetS/ Supplies/ and Trim 22 42 39.30
and Supports
Carriers
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Materiol
Labor
Total
Costs
Equipment
Total
IncI
O&P
.
‘
3050
Floor
mounted,
single
3100
High bock fixture
3200
Flat slob fixture
3220
Pomplegic
3250
Floor
to
3300
High back fixtures
3400
Flat slab fixtures
Paraplegic
3500
Wall mounted,
3600
1
Plum
f
Oin
6
1.333
6
1.333
6
1.333
5
1.600
5
1.600
5
1.600
6
1.333
•
^
465
76.50
541.50
625
400
76.50
476.50
555
515
76.50
591.50
685
660
92
752
865
810
92
902
1,025
755
92
847
970
274
76.50
350.50
415
237
76.50
313.50
375
f
1
'
r
Ea.
,
'
stud or masonry 1
Plum
Flat slab fixture
Ea.
;
zz
f
Sink, floor
Ea.
back
High back fixture
3700 4600
Plum
O-
mounted, back
3430
1
f
6
1.333,
mounted .
4650
Exposed orm system
4700
Single heavy fixture
4750
770
92
862
990
1.600
990
92
1,082
1,250
5
1.600
570
92
662
765
.
5
1.600
875
92
967
1,100
;
5
1.600
875
92
967
1,100
fl
735
92
827
950
5
1.600
Single heavy sink with slab
5
4800
Back
to back, standard fixtures
4850
Back
to back,
heavy
Back
to back,
heavy sink with slab
4900 4950
1
fixtures
1
Plum
5
1.600
Ea.
1
Plum
5
1.600
Ea.
845
92
937
1,075
5
1.600
1,075
92
1,167
1,350
Wall mounted, exposed arms, single heavy fixture
5
1.600
395
92
487
575
3"
6
1.333
490
76.50
566.50
655
6
1.333
350
76.50
426.50
500
6
1.333
390
76.50
466.50
545
6
1.333
300
76.50
376.50
450
5.33
1.501
655
86.50
741.50
850
5.33
1.501
655
86.50
741.50
850
5.33
1.501
845
86.50
931.50
1,050
5
1.600
1,225
92
1,317
1,500
5
1.600
1,225
92
1,317
1,500
5
1.600
1,475
92
1,567
1,775
5.33
1.501
5.33
1.501
Single heavy deep fixture
5100
Plate type
system
5200
With bearing jacks, single fixture
5300
With exposed arms, single heavy fixture
6000
Urinal, floor
6100
6980 7000 7040
7050 7060
7100
mounted, 2"
With
6200 6300
fixture or
Water
7260 7400
7440
Single,
4" pipe
size, paraplegic
5" pipe
size
Single,
size, paraplegic
5" pipe
size
1
Plum
size
Ea.
i
Ea.
885
86.50
971.50
1,100
1,125
86.50
1,211.50
1,350
1,642
1,850
1,967
2,200
5
1.600
1,550
92
r
5
1.600
1,875
92
Plum
5.33
1.501
size
5.33
size
5
Double, 4" pipe size
5" pipe size Vertical, adjustable, caulk or thread
Single,
4" pipe
size
1
Double, 4" pipe size
7540
5" pipe size
7560
6" pipe
size
Vertical, adjustable,
Single,
4" pipe
r
991.50
1,125
1,211.50
1,350
1,367
1,550
92
1,442
1,625
92
1,642
1,850
115
1,840
2,075
905
86.50
1.501
1,125
86.50
1.600
1,275
92
5
1.600
1,350
5
1.600
1,550
4
2
1,725
Ea.
r
;
extended, coulk size
7640
5" pipe size
7680
6" pipe
506
r
size
4" pipe
7480
7720
Plum
Horizontal, adjustable, extended, caulk
6" pipe
7620
1
f
Double, 4" pipe size
5" pipe
7600
«
size
4" pipe
7460
7520
blowout or washout
closet, siphon jet
7120
7240
bolts,
Horizontal, adjustable, coulk
5" pipe
7200
hanger
coupling, blowout type
Wall mounted, plate type system
4" pipe
7180
or
With bearing plate
7110
7160
r
Ea.
^ ;
Exposed offset arm system
5000
5400
Plum
1
Plum
size
Double, 4" pipe size
5.33
1.501
905
86.50
991.50
1,125
5.33
1.501
1,125
86.50
1,211.50
1,350
5
1.600
1,275
92
1,367
1,550
1.600
1,350
92
1,442
1,625
5 f
Ea.
1f
:
-
'§
22 42 Commercial Plumbing Fixtures 22 42 39 - Commercial FaucetS/ Supplies^ and Trim 22 42 39.30 Carriers and Supports
Crew
Daily
Labor-
Output
Hours
Unit
5
1.600
Ea.
1,550
92
1,642
1,850
4
2
4
1,725
115
1,840
2,075
5.33
1.501
Ea.
5
1.600
5.33
1.501
2014 Bare Material
Totol
Costs
Equipment
Labor
IncI
Totol
O&P
^
7740
5" pipe
size
7760
6" pipe
size
7780 7800
Water
closet,
1
blow out
Vertical offset, caulk or threorf
4" pipe
7820
Single,
7840
Double, 4" pipe size
7880
Vertical offset,
7900
Single,
size
1
size
1
8000
Double, 4" thread, 2" vent
4" thread, 2" vent
mounted
8040
Vertical, for floor
8060
Single,
8080
Double, 4" caulk, 2" vent
1,400
Ea.
835
86.50
921.50
1,050
ft
5
1.600
5.33
1.501
6
1.333
6
1.333
6
1.333
6
1.333
6 6
1
6
1.333
Plum
4
2
Plum
Plum
1,300
92
1,392
1,600
Ea.
585
86.50
671.50
775
1,725
76.50
1,801.50
2,025
585
76.50
661.50
760
1,725
76.50
1,801.50
2,025
535
76.50
611.50
700
1.333
690
76.50
766.50
870
1.333
480
76.50
556.50
640
1 r
580
76.50
656.50
755
Ea.
665
780
910
t
Ea. 1
closet, residential
mount
Vertical centerline, floor
Single,
3"
caulk,
2"
or
or
4" vent
3" vent
3" copper sweat, 3" vent
8300
4" copper sweat, 4" vent
caulk, 2"
Vertical offset, floor
Single,
1
Plum
or
or
4" copper sweat, vent
4"
caulk, vent
1
5
1.600
4
2
--
5
1.600
Plum
6
1.333
Double, 3" or 4" caulk, vent
3"
8480 Water cooler
or
Ea.
mount
3"
3"
8440
9100
1,242
t
1
8280
9000
1
4" caulk, 2" vent
8260
8460
92
back-outlet, extended
4"
8420
865
751.50
86.50
mounted back-outlet
Single,
8400
Plum t
7980
8240
1,150
extended, caulk
4" pipe
7960
Water
665
/
r/
Vertical, for floor
8220
Plum
Double, 4" pipe size
7920
8200
Plum
4" copper sweat, vent
115
665
92
757
875
1,150
115
1,265
1,425
r
1,150
92
1,242
1,400
Ea.
335
mounted
(electric), floor
Plate type with bearing plate, single
1
485
411.50
76.50
22 4513 - Emergency Showers 22 45 13.10 Emergency Showers 0010 5000 5200
EMERGENCY SHOWERS,
Rough-in not included
Shower, single heod, drench,
freestanding
Q-1
Horizontal or vertical supply
6000
Multi-nozzle, eye/face
6400
Multi-nozzle,
6600
ball valve, pull,
;
1
wash combination
2 spray, shower only
For freeze-proof, add
i,
4
4
380
207
4
4
540
207,
4
4
640
207'
4
4
1,950
6
2.667
455
Ea.
_J
1
'
1
735
587 747
!
910
847
1,025
207
2,157
2,475
138
593
710
269
207
476
610
22 45 16 - Eyewash Equipment 22 45 16«10 Eyewash Safety Equipment 0010 1000 1400
EYEWASH SAFETY EQUIPMENT,
Rough-in not included
Eye wash fountain bowl, pedestal mounted
Q
4
4
1600
Unmounted
4
4
240
207
447
580
1800
Wall mounted
4
4
435
207
642
795
2000
Stainless steel, pedestal
Plastic
1
Ea.
4
4
340
207
547
690
2200
Unmounted
4
4
266
207
473
605
2400
Wall mounted
4
4
282
207
489
625
mounted
507
22 45 Emersency Plumbing
Fixtures
22 45 19 - Self-Contained Eyewash Equipment 22 45 19.10 Self-Contained Eyewash Safety Equipment 0010 3000
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Labor
Material
Total
Costs
Equipment
Total |
IncI
O&P
SELF-CONTAINED EYEWASH SAFETY EQUIPMENT Eye wash, portable, self-contained
Ea.
990
Ea.
1,050
990
•
1,100
22 45 26 ~ Eye/Face Wash Equipment 22 45 26.10 Eye/Face Wash Safety Equipment 0010 4000 4200
EYE/FACE
WASH
SAFETY EQUIPMENT,
Rough-in not included
Eye and face wash, combination fountain
mounted
Stainless steel, pedestal
4400
Unmounted
4600
Wall mounted
Q-1
^
207
4
4
4
4
266
207
4
4
282
207
-
1,257
^ T
;
1,475
473
605
489
625
1
22 47 13.10 Drinking Water Fountains 0010 1000
DRINKING WATER FOUNTAINS,
For connection to cold water supply
R224000-40
Well mounted, non-recessed
1400
Bronze, with no back
1800
Cast aluminum, enameled,
2000
Fiberglass,
12" back,
1
Plum
for correctional institutions
single bubbler unit
4
2
990
115
1,105
1,275
4
2
1,625
115
1,740
1,975
1,875
115
1,990
2,225
2,100
144
2,244
2,550
4
2
2.500
Ea.
2040
Dual bubbler
3.20
2400
Precast stone, no back
4
2
950
115
1,065
1,225
2700
Stainless steel, single bubbler, no back
4
2
1,025
115
1,140
1,325
4
2
540
115
655
765
2740
With back
2780
Dual handle
2820
Duel level for handicapped type
3300
&
wheelchair projection type
f
4
2
3.20
2.500
115
845
980
144
1,644
1,875
610
115
725
845
Vitreous china
7" back
3340 3940
For vandal-resistant bottom plate, add
3960
For freeze-proof valve system, add
3980
For rough-in, supply and waste, add
1
Plum
4
2
1
Plum
2
4
700
230
930
1,125
2.21
3.620
365
208
573
715
4
2
955
115
1,070
1,225
Ea.
73.50
73.50
(
4000
730 1,500
81
Wall mounted, semi-recessed
Plum
4200
Poly-marble, single bubbler
4600
Stainless steel, satin finish, single bubbler
4
2
1,125
115
1,240
1,425
4900
Vitreous china, single bubbler
4
2
880
115
995
1,150
5980
For rough-in, supply and waste, add
1.83
4.372
365
252
617
780
4
2
1,600
115
1,715
1,925
4
2
1,525
115
1,640
1,850
6000 6400
Wall mounted,
fully
1
recessed
Poly-morble, single bubbler
1
6800
Stainless steel, single bubbler
7560
For freeze-proof valve system, add
7580
7600 7700 7780
-
Plum
For rough-in, supply and waste, add Floor
Ea.
Fa.
2
4
795
230
1,025
1,225
1.83
4.372
365
252
617
780
2
4
2,250
230
2,480
2,825
2
4
1,625
230
1,855
2,125
1,980
2,275
f
mounted, pedestal type
Aluminum,
architectural style, C.l. base
f
1
Plum
Wheelchair handicap unit
Fa.
8400
Stainless steel, architectural style
2
4
1,750
230
8600
Enameled
2
4
2,575
230
2,805
3,200
4,180
4,675
8660
8880 8900 9100
iron,
heovy duty
service, 2 bubblers
4 bubblers For freeze-proof valve system, add For rough-in, supply and waste, add
4
3,950
2
4
665
230
895
1,075
365
252
617
780
415
115
530
630
360
115
475
570
1.83
4.372
4
2
4
2
1r
Deck mounted
9500
Stainless steel, circular receptor
9760
White enameled
508
r
1
2
230
steel,
1
4" x 9" receptor
1
Plum
Ea.
i
22 47 Drinking Fountains and Water Coolers 22 47 13 - Drinking Fountains 22 47 13.10 Drinking Water Fountains 24"
6" receptor
9860
White enameled cast
9980
For rough-in, supply and waste, add
iron,
x
1
Crew 1
Plum
Doily
Labor-
Output
Hours
Unit
3
2.667
Ea.
1.83
4.372
4
4
4
4
2014 Bore Moteriol
Labor
Total
Costs
Equipment
Ind
Total
O&P
445
153
598
720
365
252
617
780
22 4716 - Pressure Water Coolers 22 47 16.10 0010 0100
Water Coolers
Electric
ELECTRIC
WATER COOLERS
R224000-50
Wall mounted, non-recessed
0140
4GPH
0160
8 GPH,
0180
8.2 GPH
4
0600
8
GPH
4
0640
Q -1
hot and cold water
14.3 GPH
1240
For stoinless steel cabinet, add
2600
Wheelchair type, 8
GPH
3300
Semi-recessed, 8.1
887
1,075
207
1,232
1,475
4
725
207
932
1,100
4
1,050
207
1,257
1,500
84
92
3.80
4.211
2,025
218
2,243
2,550
3.80
4.211
975
218
1,193
1,400
171
188
1,122
1,325
GPH
171
f Q-1
12 GPH
3320 Floor
mounted,
4 GPH
4680
8.2 GPH
4720
14.3 GPH
4960
14 GPH hot and
4980
915
207
4
715
207
922
1,100
4
820
207
1,027
1,225
705
153
858
1,000
740
153
893
1,050
2.667
850
153
1,003
1,175
2.667
1,100
153
1,253
1,450
128
141
2
4
1,100
230
1,330
1,575
2
4
1,150
230
1,380
1,625
186
205
4
4
4 4
3
2.667
3
2.667
3 3
flush-to-wall
4640
1
Plum
cold water
Ea.
128
For stainless steel cabinet, odd
GPH
Dual height, 8.2
1
Plum
14.3 GPH
5040
5120 9800
207
84
Q -1
GPH
Dual height, 8.2
1040
5000
680 1,025
Ea.
For stainless steel cabinet, add
1000
4600
operated
barrier free, sensor
186
For stainless steel cabinet, add
&
For supply, waste
vent,
all
coolers
1
Plum
2.21
3.620
365
208
573
715
1,925
22 51 Swimming Pool Plumbing Systems 22 51 19 - Swimming Pool Water Treatment Equipment 22 51 19.50 Swimming Pool 0010 0900 1020 1040
SWIMMING POOL Filter
Filtration
Equipment
FILTRATION EQUIPMENT
system, sand or diatomite type, inch pump, 6,000 gal./hr.
Add
system,
for chlorination
5,000
800
2 Plum
S.F. pool
S.F. pool
1.80
8.889
Total
3
5.333
Ea.
510
2,435
2,900
177
305
482
660
1,875
305
2,180
2,550
1,275
172
1,447
1,675
"
3
5.333
4.40
3.636
4.30
3.721
2,175
176
2,351
2,675
4.20
3.810
2,350
180
2,530
2,875
4.10
3.902
2,800
185
2,985
3,350
22 52 Fountain Plumbing Systems 22 52 16 ~ Fountain Pumps 22 52 16.10 Fountain Water Pumps 0010 0100
FOUNTAIN WATER PUMPS Pump w/controls 100'
0200
Single phase,
0300
3/4
0400
1
0500
1-1/2
H.P.
2 H.P.
pump
0600 0700
H.P.
H.P.
cord,
1
7-1/2
0900
10
H.P.
pump
pump
pump pump
Three phase, 200' cord, 5
0800
/2
H.P.
H.P.
pump
pump
H.P.
pump
2Skwk
Ea.
4
4
3,775
189
3,964
4,475
3.90
4.103
5,175
194
5,369
6,000
3.80
4.211
9,000
199
9,199
10,200
3.70
4.324
13,300
205
13,505
15,000
509
;
22 52 Fountain Plumbing System s 22 52 16 - Fountain Pumps Daily
Labor-
Crew
Output
Hours
Unit
2Skwk
3.60
4.444
Ea.
22 52 16.10 Fountain Water Pumps 1000
2000
15
H.P.
pump
DESIGN NOTE: Use two horsepower per surfoce
2014 Bare Material
16,800
Labor
Costs
Equipment
210
i 1
Total
Total
17,010
IncI
n 1
O&P
18,800
1 |
acre.
22 52 33 - Fountain Ancillary '
22 52 33.10 Fountain Miscellaneous
!
''
0010 1100 1
200
1
300
'
FOUNTAIN MISCELLANEOUS Nozzles,
minimum
Maximum Lights
w/mounting
Skwk
2
kits,
8
W
200 watt
2
8
2
18
.889
18
.889
18
.889
12
1.333*
Ea.
149
94.50
320
94.50
243.50
3io;
414.50
4955
1,050
42
1,092
1,225
1,275
42
1,317
1,475
1,425
42
1,467
1,650
555
63
618
710
'
1400
300 watt
1
500
500 watt
1
600
^
'
I
Color blender
1
,
:
22 66 Chemical-Waste Systems for Lab. and Healthcare
Facilities
22 66 53 - Laboratory Chemical-Waste and Vent Piping 22 66 53-30 Glass Pipe 0010 0020
GLASS
PIPE,
Borosilicate, couplings
&
clevis
hanger assemblies, 10' O.C.
Drainage
/2"
10.60
26.55
35.50
18.85
32.70
44
21.50
40.20
52.50
15.95
1100
1-1
52
.308
1120
2" diameter
44
.364
13.85
1140
3" diameter
39
.410
18.70
1160
4" diameter
30
.533
33.50
27.50
61
78
1180
6" diameter
26
.615
58
32
90
112
70
.229
46
11.85
57.85
68.50
66
.242
47
12.55
59.55
70.50
60
.267
60.50
13.80
74.30
87.50
r
52
.308
77.50
15.95
93.45
Q-1
62
.258
12
13.35
25.35
33
40
Q
diameter
1
LF.
22 66 53.60 Corrosion Resistant Pipe 0010 0020
CORROSION RESISTANT Iron alloy, drain,
PIPE, No couplings
mechanical
1000 1100
2" diameter
1120
3" diameter
1140
4" diameter
2980
hangers
joint
1-1/2" diameter
3000
or
Q
I
IF.
.
Plastic,
epoxy, fiberglass filament wound,
B&S
no
joint
2" diameter
L.E.
3100
3" diameter
5l
.314
14
16.25
30.25
3120
4" diameter
45
.356
20
18.40
38.40
50
3140
6" diameter
32
.500
28
26
54
70
3980
Polyester, fiberglass filament
1r
wound, B&S
,r
joint
4000
2" diometer
62
.258
13.05
13.35
26.40
34.50
4100
3" diameter
5l
.314
17
16.25
33.25
43
4120
4" diameter
45
.356
25
18.40
43.40
55.50
4140
6" diameter
36
26
62
78.50
7.90
12.20
20.10
27
4980
Polypropylene, acid resistant,
5000
M/2"
5100
2" diameter
5120
Q-1
fire
retardant, schedule
5980
r
6000
4" diameter Proxylene,
fire
retardant. Schedule
1-1/2" diameter
32
.500
r
Q-1
68
.235
L.F.
62
.258
12.45
13.35
25.80
33.50
5l
.314
22
16.25
38.25
49
i
45
.356
28
18.40
46.40
59
0-1
68
.235
12.40
12.20
24.60
32 38.50
[
1 r
5140
r
40
diameter
3" diameter
L.E.
\
40 LF.
6100
2" diameter
62
.258
17
13.35
30.35
6120
3" diameter
5l
.314
30.50
16.25
46.75
58.50
18.40
61.90
75.50
6140
510
4" diameter
r
1
45
.356 .
1f
43.50
23 70 00 Central
Estimating Tips The
Equipment
labor adjustment factors
listed in Subdivision
HVAC
22 01 02.20
•
also apply to Division 23.
air
conditioning requirements.
(See Reference
Systems
for preliminary sizing guide.)
•
The
prices in this subdivision
and below-ground storage tanks do not include foundations or hold-down slabs,
•
A
No. R236000-20
ton of air conditioning
•
Rectangular duct
is
its
cost
is
the pound.
31 for foundation system
SMACNA
pricing. In addition to the
duct on internal pressure. •
such as tank
Remember that standards now base
Prefabricated duct
and purchased
gauges, leak detection devices,
and additional manholes and piping, must be added to the
Note
and
equipment are not included on any lines in crane
*
»
is
required to
a
heavy
a
lift
if
piece of pipe into place high
estimating the cost of an
HVAC
system, check to see
who
responsible for providing
is
control system.
possible to
It is
overlook controls, assuming that they
would be included
four-story building, etc.,
must be added. Due
to the
—from nothing
additional required to a major
that including a
amount
rate their
it
potential for extreme
—we
capacity.
Some manufacturers
or to put a
floor,
crane or helicopter
looking up a boiler, be
on specified
gym
variation in
the electrical estimate.
careful
above a
rooftop unit on the roof of a
and installing the temperature
feel
nominal
for "lifting
contingency" would be useless
products on output while
and detract from the accuracy
others use input.
of the estimate.
Include
HVAC
pipe, boiler,
and
publication.
that cranes or other
Heating Equipment
When
subdivisions listed
fittings.
Division 23. For example,
»
all
here necessarily appear in this
lifting
tank prices.
when
Note: Not
like pipe:
straight sections •
technical information.
estimated
is
23 50 00 Central *
by
usually estimated by
should refer to Divisions 3 and
accessories,
off
the linear foot for each size, but
The estimator
foundations, required tank
may be an estimating procedure, an alternate pricing method, or
is
taken
some major classifications. These numbers refer to related items in the Reference Section. The reference information
nominally 400 CFM.
for above-
unless noted.
Reference numbers are shown in shaded boxes at the beginning of
Combination heating and cooling units are sized by the
2310 00 Facility Fuel
Reference Numbers
insulation for
and duct (wrap
using
to include the cost of the
liner).
Be careful
When
equipment rental cost data from RSMeans, do not forget
when
looking up
'
operator(s).
mechanical items to get the correct pressure rating
and
connection type (thread, weld, flange).
Note: Trade Service, in part, has been used as a reference source for jf the material prices used in Division 23.
some
23 05 02 - HVAC General Daily
Labor-
Output
Hours
2014 Bore
Total
Costs 1 |
23 05 02.10 Air Conditioning, General
Crew
Unit
Labor
Material
Equipment
Total |i
00 lO
0020
AIR CONDITIONING, GENERAL for
upgrade
Prices ore for standard efficiencies
(SEER
1
3)
r
j
SEER 14 add
to
InclO&P
10%
i.
23 05 05 - Selective HVAC Demolition 23 05 05.10 HVAC Demolition 0010 0100
HVAC DEMOLITION Air conditioner, split unit,
0150 0298
0300
Pockage
unit,
2
8
Q-6
3
8
Q-19
2
12
1
3 ton
Ea..
420
420
635
435
435
660
635
635
955
24
1,275
1,275
1,900
80'
4,350
4,350
6,550
.30
106
5,800
5,800
8,725
2.20
14.545
.80
/f
Boilers
up thru 148
Electric,
kW
0310
150
thru
518 kW
0320
550
thru
2000 kW
0330
2070 kW and up
0340
Q-5
3 ton
Gas and/or
oil,
up thru 150
Ea.
/f
Q-21
.40
f
MBH
Q-7
2000 MBH
810
810
1,225
40
2,225
2,225
3,375
0350
160
0360
2100
thru
4500 MBH
.50
64
3,575
3,575
5,375
0370
4600
thru
7000 MBH
.30
106
5,950
5,950
8,975
0380
7100
thru
12,000
0390
12,200
1000
thru
thru
MBH
25,000 MBH
Ductwork, 4" high, 8" wide
1
1100
6"
1200
10"
1300
12"-14"high,16"-18"wide
high,
1
1500
30"
high,
12" wide
high,
36" wide
1540
72" wide
3000
Mechanical equipment,
-
light items. Unit
is
Q-5
weight, not cooling.
.16
200
11,100
11,100
16,800
.12
266
14,900
14,900
22,400
200
.040
165
.048
125
.064
85
.094
67
.119
4.38
56
.143
5.25
50
.160
5.85
.90
17.778
1.10
14.545
L. F.
1
Ton
1.47
1.47
2.26
1.78
1.78
2.74
2.35
2.35
3.62
3.45
3.45
5.30
4.38
6.75
5.25
8.10
5.85
9.05
935
935
1,425
765
765
1,150
;f
3600
Heavy items Deduct
for salvage
(when
applicable),
minimum
Job
Remove
refrigerant
73
80
455
500
/r
Maximum
3710 5090
dob
8" wide
8" high, 24" wide
1400
3700
r
i
from system
1
Stpi
40
.200
Lb.
Plum
14
.571
Ea.
9
1.778
8
2
101
104
5
3.200
113
11.70
11.70
17.65
23 05 23 - General-Duty Valves for HVAC Piping 23 05 23»30 Valves^ Iron Body 0010
VALVES, IRON
1020
Butterfly,
BODY
wafer type, gear actuator,
1030
2"
1040
2-1/2"
1050
3"
1060
4"
1070
5"
1080
6"
1650
200
lb.
1
Q1
r
Gate,
125
lb.,
Q-2
5
4.800
5
4.800
96
129
155
189.50
246
205
267
166
279
375
126
258
384
530
143
258
401
550
97.50
1r
33 92
N.R.S.
2150
flanged
2200
2"
2240
2-1/2"
2260
680
92
772
890
700
166
866
1,025
Plum
5
1.600
Q
5
3.200
3"
4.50
3.556
780
184
964
1,150
2280
4"
3
5.333
1,125
276
1,401
1,650
2300
6"
3
8
r
1,900
430
2,330
2,750
Ea.
455
92
547
640
495
184
679
825
730
276
1,006
1,225
1,175
430
1,605
1,950
3550
1
Q-2
Eo.
OS&Y, 1251b., flanged
3600
2"
3660
3"
3680
4"
3700
6"
512
1
1
Plum
Q
1
5
1.600
4.50
3.556
3
5.333
3
8
/f
Q-2
r
-
23 05
HW
Common Wbrk Results for
^1
23 05 23 - General-Duty Valves for HVAC Piping 23 05 23.30 Valves, Iron Body 3900 5450
175
For
lb.,
1
Plum
5540
2-1/2"
5550
3"
5560
4"
5950
Flanged
6000
2"
Hours
2014 Bare Unit
Q-1
w
1
6040
2-1/2"
6050
3"
6060
4"
6070
6"
Material
Labor
200%
10%
Total
Costs
Equipment
Total
Ind
O&P
13
.615
635
35.50
670.50
755
11
.727
410
42
452
515
Ea.
/
2"
5500
Labor-
threaded
1"
5470
Doily
Output
flanged, add
lb.,
Swing check, 125
Crew
Plum
Q
1
Q-2
15
1.067
525
55.50
580.50
665
13
1.231
570
64
634
720
10
1.600
905
83
988
1,125
5
1.600
395
92
487
575
1r
Ea.
5
3.200
365
166
531
650
4.50
3.556
390
184
574
705
3
5.333
3
8
10
.800
610
276
886
1,075
1,050
430
1,480
1,800
390
46
436
500
23 05 23.80 Valves, Steel 0010 0800 1350
VALVES, STEEL Cast
Check valve, swing type,
1370
1"
50
lb.,
flanged 1
1400
2"
1440
2-1/2"
1450
3"
1460
4"
Plum
Q
1
r
1540 1548
1950
1
For
300
For
600
Gate valve,
1
lb.,
lb.,
50
2000
2"
2040
2-1/2"
2050
3"
2060
4"
2070
6"
3650
Globe valve,
3700
2"
8
1
705
5
3.200
820
4.50
3.556
3
5.333
1,150
835
184
1,019
1,200
1,200
276
1,476
1,750
15%
flanged, add
110%
20%
flanged
Plum
8
1
Q
5
3.200
4.50
3.556
1
lb.,
Ea.
760
817.50
57.50
920
1,075
166
1,241
1,425
1,075
184
1,259
1,450
3
5.333
1,325
276
1,601
1,900
Q-2
3
8
2,075
430
2,505
2,925
Plum
8
1
1,012.50
1,125
Q-1
1,366
1,575
r
50
860
986
50%
lb.,
762.50
57.50
166
flanged, add
1
1
Ea.
1r
flanged 1
Ea.
955
57.50
3740
2-1/2"
5
3.200
3750
3"
4.50
3.556
1,200
184
1,384
1,600
3760
4"
3
5.333
1,775
276
2,051
2,375
3770
6"
3
8
2,775
430
3,205
3,700
24
.333
5150 5650 5698
Q-2
1,200
r
166
Forged
Check valve,
class
800,
horizontal, socket
Threaded
5700
1/4"
5720
3/8"
24
5730
1/2"
24
5740
3/4"
20
.400
5750
1"
19
.421
5760
1-1/4"
15
.533
1
Plum
7
94.50
19.20
113.70
133
.333
94.50
19.20
113.70
133
.333
94.50
19.20
113.70
133
101
23
124
146
119
24
143
168
233
30.50
263.50
305
365
400
545
600
530
585
Ea.
r
23 05 93 " Testing^ Adjusting/ and Balancing for HVAC 23 05 93.10 Balancing, Air 0010 0900
BALANCING, AIR
1
(Subcontractor's quote ind. material and labor)
Heating and ventiloting equipment
1000
Centrifugal fans, utility sets
1100
Heating and ventilating unit
Ea.
1
1200
In-line
fan
i
;
513
23 05 Common Work Results for HYAC 23 05 93 - Testing/ Adjusting^ and Balancing for HVAC 23 05 93.10 Balancing, Air 1300
Propeller
1400
2000
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
and wall fan
Material
Labor
Fa.
Roof exhaust fan Air
conditioning equipment, central station
Total
Costs
Equipment
Total
IncI
O&P
103
114
243
267
790
870
730
800
2100
Built-up
2200
Built-up high pressure unit
850
935
2500
Multi-zone A.C. and heoting unit
545
600
122
134
305
335
425
470
2600 2700
low pressure unit
For each zone over one, add
Package A.C.
2800 3000
>
unit
Rooftop heating and cooling unit Supply, return, exhaust, registers
3100
High ceiling
3200
Floor height
&
diffusers, avg. height ceiling
«
73
80
109
120
61
67
225
247
455
500
77
85
545
600
23 05 93.20 Balancing, Water 1
0010 0050
BALANCING, WATER Air
(Subcontractor's quote inch material and labor)
cooled condenser
0080
Boiler
0100
Cabinet unit heater
0200
Chiller
0300
Convector
0500
Cooling tower
0600
Fan
0700
Fin
Ea.
64.50
70.50
420
460
ventilator
116
127
tube and radiant panels
129
141
coil unit, unit
0800
Main and duct re-heat
119
131
0810
Heat exchanger
119
131
1000
Pumps
283
310
1100
Unit heater
90
99
10%
10%
coils
1
23 07 HYAC Insulation 23 07 13 - Duct insulation 23 07 13.10 Duct Thermal Insulation 0010
DUCT THERMAL INSULATION
0100
Rule of thumb, as a percentage of total mechanical costs
0110
Insulation req'd.
3000
Ductwork
is
Job
based on the surface size/area to be covered
1
3020 3140
Blanket type, fiberglass, flexible
FSK vapor
3160
3170
1-1/2"
3180
2"
thick
3190
3"
thick
3200
4"
3210
Vinyl jacket,
3280
Unfaced,
1
3320
1-1/2"
3330
2"
1-1/2"
3430
2"
3470
514
FSK
® ® 1r
same
Q-14
® r
lb.
.23
2.30
2.53
3.83
.053
.27
2.45
2.72
4.12
.062
.38
2.83
3.21
4.83
.64
3.04
3.68
5.45
.20
2.05
2.25
3.40
320
.050
300 260
S.F.
.19
3.48
242
.066
360
.044
330
.048
.25
2.23
2.48
3.75
310
.052
.33
2.38
2.71
4.06
310
.052
.31
2.38
2.69
4.04
300
.053
.37
2.45
2.82
4.23
300
.053
.38
2.45
2.83
4.24
r
®
Q-14
[G]
feeing, 1.5
S.F.
density
thick
thick
1-1/2"
2.29
.046
density
thick
1
2.10
350
as FSK
thick
facing,
Q-14
[G]
thick
" thick
3420
3450
density
®
lb.
1
FSK
lb.
thick
3310
3400
wrap, .75
barrier
1" thick
lb.
thick
S.F.
density
®
Q-14
S.F.
23 07 HYAC Insulation 23 0713 - Duct Insulation 23 07 13.10 Duct Thermal Insulation 2"
3480 3795
(H
thick
Daily
Labor-
Crew
Output
Hours
Unit
Q-14
290
.055
S.F.
.46
2.54
3
Q-14
100
.160
S.F.
.74
7.35
8.09
12.25
160
.100
2.88
4.60
7.48
10.30
170
.094
.67
4.33
5
7.50
180
.089
.21
4.09
4.30
6.60
200
.080
.92
3.68
4.60
6.75
10.50
11.55
10%
10%
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P 4.46
Finishes
3800
Stainless steel
.010"
woven mesh
3810
For
3820
1
3900
8 02 canvas, pasted on
3940
For .01
7878
Contact cement, quart can
add
stainless steel,
8 oz. fiberglass cloth, pasted on .
6" aluminum
jacket,
add
Fa.
10.50
23 07 16 - HVAC Equipment Insulation 23 07 16.10 HYAC Equipment Thermal Insulation HVAC EQUIPMENT THERMAL INSULATION
0010 0100
Rule of thumb, as a percentage of total mechanical costs
0110
Insulation req'd.
1000
Boiler,
1
-1
/2"
1020
based on the surface size/area
is
calcium
to
be covered
®
only
Q-14 n
2"
Plus
silicate
Job
fiberglass
no
.145
S.F.
u
80
.200
42
.381
38.70
.413
3.77
6.70
10.47
14.55
4.74
9.20
13.94
19.55
7.40
17.55
24.95
35.50
7.70
19.05
26.75
38
Breeching, 2" calcium silicate
2000 2020
Rectangular
2040
Round
®
Q-14 n
S.F.
"
j
23
1
£
Instrumentation and Control for
^
HYAC
23 09 33 - Electric and Electronic Control System for HVAC 23 09 33.10 Electronic Control Systems 0010
0020
I
ELECTRONIC CONTROL SYSTEMS For electronic costs, add to Section
23 09 43.10
15%
Ea.
15%
23 09 43 - Pneumatic Control System for HVAC 23 09 43.10 Pneumatic Control Systems 001 0 001
1
0 1 00
PNEUMATIC CONTROL SYSTEMS Including a nominal
50
Heating and ventilating,
0200
Mixed
air control,
0220
Up
to
0240
For
1
0260
For over
0300
Heating
0320
Cooling
0520
control panelboard
if
req'd.
system
split
economizer
cycle, panel readout, tubing
Q-19
to
20
20
35.294
.63
37.915
.58
41.096
Q-5
water,
.69
23.088
way
Q-5
2
Q-19
Ea.
7,275
4,075
1,875
5,950
4,350
2,000
6,350
7,825
4,725
2,175
6,900
8,475
Ea.
3,025
1,225
4,250
5,150
8
Ea.
1,350
420
1,770
2,100
.67
35.821
Ea.
5,350
1,900
7,250
8,750
Q-19
.91
26.374
Ea.
2,975
1,400
4,375
5,350
Q-19
.55
43.956
Ea.
5,550
2,325
7,875
9,600
7
way
hot water, 3
coil, chilled
.68
tons
tons valve.
room
valve
Cooling tower, fan cycle,
0620
1100
0
Add
0 tons
Thermostat, 3
0600
2000
coil,
1
of tubing.
Freezestat, limit control on discharge, readout
0500
1000
ft.
damper
control.
Control system including water readout in/out at panel
Unit ventilator, doy/night operation.
^
freezestat,
ASHRAE,
cycle 2
Compensated hot water from
2100
boiler,
valve control.
readout and reset at panel, up to
60 GPM
2120
For
120 GPM
.51
47.059
5,925
2,500
8,425
10,300
2140
For
240 GPM
.49
49.180
6,200
2,600
8,800
10,800
1.37
17.582
2,675
930
3,605
4,350
3000
Boiler
3500
Fan
3600
Heat exchanger system controls
4000
Pneumatic thermostat, including controlling room radiator valve
4060
Pump
room combustion
coil,
air,
damper
to
5
S.F., controls
3
8
1,200
425
1,625
1,950
.86
27.907
2,600
1,475
4,075
5,075
Q-5
2.43
6.593
805
345
1,150
1,400
Q-19
3
8
1,225
425
1,650
1,975
heating and cooling valves, 4 pipe control system
control
system
515
23 09 Instrumentation and Control for HYAC 23 09 43 - Pneumatic Control System for HVAC 23 09 43.10 Pneumatic Control Systems 4500 4600
Air
Daily
Labor-
Crew
Output
Hours
Q-19
.68
35.139-
.58 .42
2014 Bare Material
Unit
Labor
Total
Costs
Equipment
Total
Incl
O&P
supply for pneumatic control system
Tonk mounted duplex compressor,
4620
piping, dryer,
4630
1/2 HP
4660
1-1/2 HP
4690
5
23 13
PRV
station
and
starter, alternator.
filter
HP
r
Facility Fuel-Storage
231313 -
Underground
Facility
9,950
1,850
11,800
13,700,
41.739
12,100
2,200
14,300
16,700
57.143
28,900
3,025
31,925
36,400
2,050
310
2,360
2,725
Ea.
r
Tanks
Fuel-Oil/ Storage Tanks
23 13 13,09 Single-Wall Steel Fuel-Oil Tanks 0010 5000
SINGLE-WALL STEEL FUEL-OIL TANKS Tanks, steel ugnd., sti-p3, not
5500
Excavation, pad,
5510
Single woll,
incl.
pumps and
500
hold-down bars
piping not included
gallon capacity, 7 ga. shell
Q-5
2.70
5.926
2.50
6.400
3,825
335
4,160
4,700
4.60
6.957
6,200
385
6,585
7,400
Q-5
3
5.333
Q-7
3.20
10
Ea.
fr
5520
1,000
gallon capacity, 7 ga. shell
5530
2,000
gallon capacity,
1
/4"
thick shell
Q-7
6,850
281
7,131
7,950
11,500
555
12,055
13,500
18.824
19,000
1,050
20,050
22,500
21.333
36,300
1,200
37,500
41,800
24.615
37,900
1,375
39,275
43,800
29.091
38,400
1,625
40,025
44,700
.90
35.556
42,000
1,975
43,975
49,200
.80
40
46,600
2,225
48,825
55,000
5535
2,500
gallon capacity, 7 ga. shell
5540
5,000
gallon capacity,
5580
1
5,000
gallon capacity,
5/1 6"
thick shell
1.70
5600
20,000
gallon capacity,
5/1 6"
thick shell
1.50
5610
25,000
gallon capacity,
3/8"
thick shell
1.30
thick shell
1.10
thick shell thick shell
1/4"
thick shell
5620
30,000
gallon capacity,
3/8"
5630
40,000
gallon capacity,
3/8"
gallan capacity,
3/8"
5640
50,000
23 13 13.23 Glass-Fiber-Reinfcd-Plastic,
Fuel-Oil, Storage i
0010 0210 0220
GLASS-FIBER-REINFCD-PLASTIC, UNDERGRND. FUEL-OIL, STORAGE Fiberglass, underground, single wall, U.L. listed, not including
manway
or
hold-down strap Q-7
5,675
390
6,065
6,825
8.205
6,800
455
7,255
8,175
9.014
7,875
500
8,375
9,425
3.20
10
8,750
555
9,305
10,500
2.67
11.985
8,950
670
9,620
10,900
4.57
7.002
gallon copacity
3.90
4,000
gallon capacity
3.55
5,000
gallon capacity gallon capacity
0240
2,000
gallon copacity
0245
3,000
0250 0255
0260
6,000
0280
10,000
gallon capacity
2
16
12,200
890
13,090
14,800
19,500
1,050
20,550
23,000
25,100
1,225
26,325
29,500
0284
1
5,000
gallon copacity
1.68
19.048
0290
20,000
gallon capacity
1.45
22.069
0500 1020 1030 1040
For
manway,
fittings
Ea.
20%
and hold-downs, add
Fiberglass, underground, double wall, U.L. listed
includes
manways, not
600
incl.
hold-down straps
gollon capacity
Q-5
2.42
6.612
6,850
Ea.
r/
1050
1060
15%
1,000
2,500
gallon capacity
gallon capacity
Q-7
350
7,200
8,050
10,900
2.25
7.111
9,350
375
9,725
4.16
7.692
14,100
430
14,530
16,100 17,500
1070
3,000
gallon capacity
3.90
8.205
15,300
455
15,755
1080
4,000
gallon capacity
3.64
8.791
15,500
490
15,990
17,700
1090 1100 1110
6,000 8,000
gallon capocity
2.42
13.223
20,100
735
20,835
23,300
gallon capacity
2.08
15.385
22,400
855
23,255
26,000
1.82
17.582
26,000
980
26,980
30,100
32,400
1,050
33,450
37,300
6,100
500
6,600
7,450
10,000
gallon capacity
'
1
1120
2210
12,000
1.70
gallon capacity
18.824
[
:
Fiberglass, underground, single wall, U.L. listed, including 1
2220
hold-down straps, no manways i
2240
2,000
gallon copocity
Q-7
3.55
9.014
Ea. I
516
23 13
Facility Fuel-Storage
231313 -
Underground
Facility
Tanks
Fuel-Oil^ Storage Tanks
23 13 13.23 Glass-Fiber-Reinfcd-Plastic, Fuel-Oil, Storage 2250
4,000
gallon capacity
2260
6,000
gallon capacity
2280
10,000
gallon capacity
2284
1
5,000
gallon capacity
2290
20,000
gallon capacity
Daily
Labor-
Crew
Output
Hours
Unit
Q-7
2.90
11.034
Eo.
2
16
2014 Bare Material
Lobor
Total
Costs
Equipment
Total
IncI
O&P
8,300
615
8,915
10,100
9,800
890
10,690
12,200
1.60
20
13,100
1,125
14,225
16,100
1.39
23.022
20,300
1,275
21,575
24,300
1.14
28.070
26,400
1,575
27,975
31,400
1.86
8.602
7,275
455
7,730
8,675
1.70
9.412
9,775
495
10,270
11,600
3.29
9.726
14,500
540
15,040
16,700
10.224
15,700
570
16,270
18,100
1
3020
Fiberglass, underground, double wall, U.L. listed
3030
includes
manways and hold-down
straps
Q-5
3040
600
3050
1,000 gallon capacity
3060
2,500
gallon capacity
3070
3,000
gallon capacity
3.13
3080
4,000
gallon capacity
2.93
10.922
15,900
610
16,510
18,400
3090
6,000
gallon capocity
1.86
17.204
21,000
960
21,960
24,600
gallon capacity
gallon capacity
Ea.
'f 1
!
Q-7
3100
8,000
1.65
19.394
23,300
1,075
24,375
27,200
3110
10,000
gallon capacity
1.48
21.622
26,800
1,200
28,000
31,300
3120
12,000
gallon capacity
1.40
22.857
33,300
1,275
34,575
38,500
2313 23 23 13 23.13
Vertical, Steel,
VERTICAL, STEEL,
0010 4000
Aboveground
Facility
Fixed roof
oil
Abvground
ABOVEGROUND
storage tanks, steel, (1
Fuel-Oil, Stor. Tanks
FUEL-OIL,
BBL=42
Fuel-Oil/ Storage Tanks
gal.
STORAGE TANKS w/foundation 3'D x I'W)
4200
5,000
194,000
213,500
4300
24,000
barrels
333,500
367,000
4500
56,000
barrels
4600 4800
4900 5100
barrels
Ea.
729,000
802,000
110,000
barrels
1,060,000
1,166,000
143,000
barrels
1,250,000
1,375,000
225,000
barrels
1,360,000
1,496,000
204,000
225,000
381,000
419,000
Floating roof gasoline tanks, steel,
5,000
barrels
(w/foundation 3'D x I'W)
5200
25,000
barrels
5400
55,000
barrels
5500
100,000
barrels
50,000
barrels
1,532,000
1,685,000
225,000
barrels
2,300,000
2,783,000
5700 5800
1
.
23 13 23.16 Horizontal, 0010 3000
StI,
Abvgrd
839,000
923,000
1,253,000
1,379,000
Fuel-Oil, Storage Tanks
HORIZONTAL, STEEL, ABOVEGROUND FUEL-OIL, STORAGE TANKS Steel, storage,
3020
fittings,
3040
above ground, including
not including foundation,
275
Single wall,
cradles, coating,
pumps
gallon
or piping
Q-5
490
168
658
795
5.926
3,400
310
3,710
4,225
6.400
5,600
355
5,955
6,700
7,975
375
8,350
9,350
5
3.200
2.70 5
Ea.
f
3060
550
3080
1,000
gallon
3100
1,500
gallon
4.75
6.737
3120
2,000
gallon
4.60
6.957
9,675
385
10,060
11,200
3140
5,000
gallon
3.20
10
19,100
555
19,655
21,800
3150
^
gallon
Q-7
10,000
gallon
2
16
31,900
890
32,790
36,500
3160
15,000
gallon
1.70
18.824
41,000
1,050
42,050
46,700
3170
20,000
gallon
1.45
22.069
53,000
1,225
54,225
60,500
3180
25,000
gallon
1.30
24.615
62,000
1,375
63,375
70,000
3190
30,000
gallon
1.10
29.091
74,000
1,625
75,625
84,000
3320
Double wall,
Q-5
2.40
6.667
2,625
350
2,975
3,400
Q-7
4.15
7.711
9,975
430
10,405
11,700
500
gallon capacity
s
3330
2000
gallon capacity
3340
4000
gallon capacity
3.60
8.889
17,800
495
18,295
20,400
3350
6000
gallon capacity
2.40
13.333
21,000
745
21,745
24,200
3360
8000
gallon capacity
2
16
27,000
890
27,890
31,100
517
23 13
Facility Fuel-Storage
23 13 23 -
Facility
23 13 23.16 Horizontal,
Tanks
Aboveground Fuel-OH^ Storage Tanks
StI,
Abvgrd
Fuel-Oil, Storage Tanks
Doily
Labor-
Crew
Output
Hours
Unit
Q7
1. 80
17.778
Ea.
50
21.333
30
3370
1
0000
gallon capacity
3380
1
5000
gallon capacity
1.
3390
20000
gallon capacity
1.
3400
25000
gallon capacity
1.15
3410
30000
gallon capacity
-
23 13 23.26 Horizontal, Cone., Abvgrd Fuel-Oil, 0010
Stor.
20l4Bore Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
30,200
990
31,190
34,700
45,900
1,200
47,100
52,500
24.615
52,500
1,375
53,875
59,500
27.826.
63,500
1,550
65,050
72,500
7
69,500
1,775
71,275
79,000
Ea.
10,000
935
330
11,265
12,800
14,000
935
330
15,265
17,200
I
32
2
20
2
20
.
Tanks
HORIZONTAL, CONCRETE, ABOVEGROUND FUEL-OIL, STORAGE TANKS
0050
Concrete, storage, above ground, including pad
0100
500
0200
1,000
& pump
gallon
F-3
gallon
*
0300
2,000
gollon
2
24
18,000
1,100
570
19,670
22,100
0400
4,000
gallon
2
24
23,000
1,100
570
24,670
27,600
0500
8,000
gallon
2
24
36,000
1,100
570
37,670
41,900
0600
12,000
2
24
1,100
570
49,670
55,500
6
2.667
5
3.200
F-4
gallon
r
r
48,000
Ea.
1,175
140
1,315
1,500
1,325;
168
1,493
1,700
23 21 Hydronic Piping and Pumps 23 21 20 - Hydronic HVAC Piping Specialties 23 21 20.10 Air Control 0010 0030
AIR
CONTROL Air
separator, with strainer
0040
2" diometer
0080
2-1
0100
3" diameter
4
4
2,050
211
2,261
2,575
0120
4" diameter
3
5.333
2,950
281
3,231
3,650
0130
5" diameter
3.60
6.667
3,750
365
4,115
4,675
0140
6" diameter
3.40
7.059
4,500
385
4,885
5,525
12
.667
107
39
146
10
.800
335
47
382
1,050
70
/2"
Q-5
diameter
Q-6 f
,
r
23 21 20.18 Automatic Air Vent 0010 0020
AUTOMATIC AIR VENT Cast iron body, stainless steel internals, float type
0060
1
/2" NPT
inlet,
300
psi
1
Stpi
"
0220
3/4" NPT
0340
1-1/2" NPT
inlet,
250
psi
Ea.
:
inlet,
250
Q-5
psi
12
:
177
440
1
y
1.333
;
1,250
1,120 1
23 21 20.42 Expansion Joints 0010
EXPANSION JOINTS
'
^
^
0100 0140
Bellows type, neoprene cover, flanged spool
6" face
to face,
1-1/4" diameter
0160
1-1/2" diameter
0180
2" diameter
0190
2-1
/2"
1
Stpi
n
Q-5
diameter
255
42.50
297.50
345
.755
255
44
299
350
13.30
1.203
258
63.50
321.50
380
12.40
1.290
267
68
335
395
11
.727
10.60
Ea.
11.40
1.404
299
74
373
440
to
face, 2" diameter
13
1.231
370
65
435
510
0500
2-1
/2"
12
1.333
390
70
460
535
0520
3" diameter
11
1.455
400
76.50
476.50
555
0540
4" diameter
8
2
455
105
560
660
0560
5" diameter
7
2.286
540
120
660
775
0580
6" diameter
6
2.667
560
140
700
825
3" diameter
0200
0480
1
0" face
diameter
23 21 20.46 Expansion Tanks 0010 1
507
1512
518
EXPANSION TANKS Underground
fuel-oil
storage tanks, see Section
231313
Tank leak detection systems, see Section 28 33 33.50
p
i 1
]
i
1^
23 21 Hydronic Piping and PumpIS 23 21 20 - Hydronic HVAC Piping Specialties 23
21
20.46 Expansion Tanks
Daily
Labor-
Crew
Output
Hours
Unit
Material
Q-5
17
.941
Ea.
640
49.50
689.50
775
2014 Bare Labar
Total
Casts
Equipment
InclO&P
Total '
2000
ASME,
Steel, liquid expansion,
painted,
1
5 gallon capacity
2020
24
gallon capacity
14
1.143
715
60
775
875
2040
30
gallon capacity
12
1.333
715
70
785
890
2060
40
gollon copacity
10
1.600
835
84
919
1,050
2080
60
gallon capacity
8
2
1,000
105
1,105
1,250
2100
80
gallon capacity
7
2.286
1,075
120
1,195
1,350
2120
100
6
2.667
1,450
140
1,590
1,800
12
1.333
2,425
70
2,495
2,775
8
2
2,700
105
2,805
3,125
3000
Steel
ASME
gallon capacity
expansion, rubber diaphragm,
3020
31 gallon copacity
1
9
gal. cop. accept.
6
2.667
3,800
140
3,940
4,375
4
4
4,100
211
4,311
4,825
gallon capacity
3.80
4.211
5,675
222
5,897
6,575
317
gallon capacity
2.80
5.714
8,575
300
8,875
9,875
528
gallon capacity
2.40
6.667
13,900
350
14,250
15,800
24
.333
88
105
20
92
111
19
15
.533
3040
61 gallon capacity
3080
1 1
3100
158
3140
3180
9 gallon capacity
r
1r
23 21 20.58 Hydronic Heating Control Valves 0010 0050
HYDRONIC HEATING CONTROL VALVES Hot water, nonelectric, thermostatic
/2"
0100
Radiator supply,
0120
3/4"
0140
1" diameter
0160
1-1/4" diameter
0500
1
1
Stpi
diameter
r
68.50
19.50
.400
68.50
23.50
.421
88
24.50
112.50
134
31
243
280
Ea.
212
t
25%
For low pressure steam, add
23 21
20J0 Steam
OOlO
STEAM TRAPS
Traps
0030
Cast iron body, threaded
0040
Inverted bucket
0050
1
/2"
pipe size
0070
3/4"
pipe size
0100
1" pipe size
0120
1-1/4" pipe
1000
diameter
Float
&
thermostatic,
1010
3/4"
1020
V'pipe
1
Stpi
size
1
5
1
Stpi
size
1-1/2" pipe
1060
2" pipe
.667
152
39
191
226
10
.800
266
47
313
365
9
.889
410
52
462
530
8
1
615
58.50
673.50
770
16
.500
124
29.50
153.50
181
15
.533
150
31
181
211
263
52
315
370
485
78
563
650
Ea.
psi
pipe size
1040
12
size
i
i
size
Ea.
9
.889
6
1.333
T
24
.333
Ea.
23 21 20.76 Strainers, Y Type, Bronze Body 0010 0050
r
STRAINERS, Y TYPE, BRONZE BODY Screwed, 125
lb.,
1/4"
pipe size
1
Stpi
— 23
19.50
42.50
55
0070
3/8"
pipe size
24
.333
27.50
19.50
47
60
0100
1
/2"
pipe size
20
.400
27.50
23.50
51
66
0140
1" pipe size
17
.471
40.50
27.50
68
86
0160
1-1/2" pipe
14
.571
87.50
33.50
121
147
0180
2" pipe
size
13
.615
116
36
152
183
0182
3" pipe
size
12
.667
845
39
884
990
2-1
/2"
17
.941
510
49.50
559.50
635
0220
3" pipe
size
1
1,000
52.50
1,052.50
1,175
0240
4"
1.067
2,300
56
2,356
2,600
0200
0500 1000
300
For
Flanged,
lb.,
size
r
Q-5
pipe size
16
1
pipe size
300 150
lb.
rating
lb.,
1
/4"
thru 2",
1-1/2" pipe
size
,15
1
15%
add 1
Stpi
475
42.50
517.50
585
640
58.50
698.50
795
11
.727
8
1
5
3.200
950
168
1,118
1,300
4.50
3.556
1,175
187
1,362
1,550
Ea.
f
1020
2" pipe
size
1030
2-1/2"
pipe size
1040
3" pipe
size
Q-5
1
'
519
'i
23 21 Hydronic Piping and Pumps 23 21 20 ~ Hydronic HVAC Piping Specialties 23 21 20.76
4" pipe
1060 1 1
Y Type, Bronze Body
Strainers,
-8"
1106
Labor-
Output
Hours
Unit
Material
Q-5
3
5.333
Ea.
1,775
size
6" pipe
00
Daily
Crew
size
Q-6
3
8
"
2.60
9.231
pipe size
2014 Bare Labor
Costs
Equipment
281
j
Totol
ii
2,056
;
;
3,400
435
3,835
3,725
505
4,230
i
Total IncI
O&P
2,375
4,375
4,850 1
1
500
300
For
23 21 20 J8
X
add
lb. rating,
Y Type,
Strainers,
Iron
40%
Body “
0010
STRAINERS, Y TYPE, IRON BODY
0050
250
Screwed,
/4"
20
.400
11.05
23.50
34.55
47.50
0070
3/8"
pipe size
20
.400
11.05
23.50
34.55
47.50
0100
1
/2"
pipe size
20
.400
11.05
23.50
34.55
47.50
0140
1" pipe size
16
.500
18.25
29.50
47.75
64
0160
M/2"pipe
12
.667'
30
39
69
91.50
0180
2" pipe
size
44.50
58.50
103
138
0220
3" pipe
size
76.50
365.50
435
0240
4" pipe
size
658
795
lb.,
1
pipe size
Stpi
1
Ea.
1
size
'
0500
r
Q-5
8
1
11
1.455
5
289
3.2001
,r
Flanged,
125
M/2"pipe
lb.,
2" pipe
1040
3" pipe
size
1060
4" pipe
size
1080
5" pipe
size
1100
6" pipe
size
size
1
Stpi
size
Q-5
168
11
.727
8
1
4.50
3.556
150
3
5.333
247
3.40
7.059
385
8
495
Ea.
;
155
42.50
197.50
235
113
58.50
171.50
213
187
337
450
281
528
695
385
770
1,000
435
930
1,200
/r
Q-6
3
1500
For
2000
For galvanized body, odd
2500
For steel body, add
lb.
490
ff
1020
250
:
50%
For galvanized body, odd
1000
-
rating,
^
20%
add
50% 40%
1
23 21 20.88 Venturi Flow 0010
VENTURI FLOW,
Measuring device
0050
/2" 1
24
.333
0120
1" diameter
19
.421
0140
M/4"
diameter
15
.533
0160
1-1/2" diameter
13
.615
0180
2" diameter
11
0220
3" diameter
14 11
1.455
775
3.50
6.857
diameter
1
Stpi
1
r
Q-5
0240
4" diameter
zZ
0280
6" diameter
Q-6
0500
281
19.50
300.50
340
276
24.50
300.50
340
340
31
371
420
355
36
391
445
.727
365
42.50
407.50
470
1.143
515
60
575
660
76.50
851.50
965
For meter, add
:
Ea.
;
375
1,125
2,125
L_5
1,500
1,825
2,125
2,350
264
310
23 21 23 - Hydronic Pumps 23 21 23.13 In-Line Centrifugal Hydronic Pumps 0010 0600
IN-LINE
CENTRIFUGAL HYDRONIC PUMPS
Bronze, sweat connections,
1
/40
i
HP, in line ^
3/4"
0640
size
3/4"
/2"
Q-1
16
1
Ea.
212
Q-1
6
2.667
Ea.
545
138
683
810
2.667
940
138
1,078
1,225
52
1000
Flonge connection,
1040
1/12 HP
1060
1/8 HP
6
1/3 HP
6
2.667
1,050
138
1,188
1,350
5
3.200
1,350
166
1,516
1,725
-
5
3.200
1,775
166
1,941
2,200
Q -1
6
2.667
355
138
493
600
6
2.667
660
138
798
935
5
3.200
720
166
886
1,050
5
3.200
960
166
1,126
1,300
4
4
975
207
1,182
1,400
1140
2"
1180
2-1/2"
2040
Cast
iron,
size,
1 /6 HP
size,
1/4 HP
flange connection
3/4"
2100
to
1-1/2"
size, in line,
.
1/12 HP
1/3 HP
2140
2"
2180
2-1/2"
2220
3"
520
size :
1100
2000
to 1-1
size,
size,
1/6 HP size,
1/4 HP
1/4 HP
f
Ea.
23 21 Hydronic Piping and Pumps 23 21 23 - Hydronic Pumps 23
21 23.13 In-Line Centrifugal Hydronic
Pumps
Crew
Daily
Labor-
Output
Hours
2014 Bore Unit
Labor
Total
Costs
Equipment
Total
IncI
O&P
3%
For nonferrous impeller, add
2600
Material
1
I
23 21 29 - Automatic Condensate
0020 0100
Units
Pump System
23 21 29.10 Condensate Removal 0010
Pump
CONDENSATE REMOVAL PUMP SYSTEM Pump
with
1
gal.
ABS tank
115V
0120
1/50
HP,
200 GPH
[G]
0140
1/18
HP,
270 GPH
m
0160
1/5
0200
1
450 GPH
HP,
Stpi
r
12
.667
10 8
10
.800
191
39
230
269
.800
204
47
251
295
1
455
58.50
513.50
590
211
47
258
305
505
58.50
563.50
645
3,275
33.50
3,308.50
3,650
3,575
67
3,642
4,025
Ea.
r
230 V
1/18
0240
270 GPH
HP,
1
Stpi //
0260
1/5
450 GPH
HP,
Ea. r
8
1
14
.571
23 22 13 - Steam and Condensate Heating Piping 23 22 13.23 Aboveground Steam and Condensate Piping 0010
ABOVEGROUND STEAM AND CONDENSATE HEATING PIPING
0020
Condensate meter
0100
500
1500
0140
IStpi
per hour
lb.
lb.
per hour
Eo.
"
"
7
1.143
Q-1
1.80
8.889
Ea.
6,100
460
6,560
7,425
Q-1
1.40
11.429
Ea.
6,675
590
7,265
8,225
23 22 23 - Steam Condensate Pumps 23 22 23.10 Condensate Return System 0010 2000 201 0
CONDENSATE RETURN SYSTEM Simplex
With pump, motor,
2100
2110
I
Cl receiver, float
switch
3/4HP,15GPM
2020 Duplex
With 2 pumps and motors.
Cl receiver, float switch, alternator
2120
3/4HP,15GPM,15gal.
2130
1
1.20
13.333
8,000
690
8,690
9,850
2140
1-1/2
HP,
45 GPM
1
16
9,300
830
10,130
11,500
2150
1-1/2
HP,
60 GPM
1
16
10,400
830
11,230
12,800
HP,
Cl revr.
25 GPM
23 31 13 - Metal Ducts 23 31 13.13 Rectangular Metal Ducts 0010
RECTANGULAR METAL DUCTS
R233 1 00 20
0020
Fabricated rectangular, includes fittings, joints, supports.
0021
allowance for flexible connections and
0030 0031
Does not include NOTE: Fabrication and
0040
os
0042
Fabrication/Inst,
0043
(SMACNA
0050 0051
Add
LABOR
cost.
"as-built
dwgs."
installation are
Approx. is
to
25%
field
sketches.
or insulation.
combined
fittings
assumed.
commercial quality standards
or equiv.) for structure, sealing, leak testing, etc.
to labor for elevated installation of fabricated
ductwork
0052
10' to 15' high
0053
15' to 20' high
521
23 31 HYAC Ducts and Casings >'
’
1
.
•
1
23 31 13 - Metal Ducts Di
23 31 13.13 Rectangular Metal Ducts 20'
to
0055
25'
0056
30'
0057
35'
0058
Over 40' high
0054
0072
0100
Unit
Material
Labor
to
30' high
21%
to
35' high
24%
to
40' high
30%
i
33%
to
500
0120
500
to
1,000
0140
1,000
to
2,000
0150
2,000
to
5,000
0160
Over 5,000
Q-10
75
.320
80
3.66
16.35
20.01
29
.300
2.38
15.30
17.68
26
95
.253
2.25
12.90
15.15
22
lb.
120
.200
2.16
10.20
12.36
18
lb.
130
.185.
2.16
9.40
11.56
16.80
145
.166
2.16
8.45
10.61
15.30
235
.102
.66
5.20
5.86
8.70
245
.098
.62
5
5.62
8.35
lb.
lb.
lb.
lb.
under
steel,
InclO&P
Total
!
3003-H14, under 100
alloy
Equipment
23 07 13.10 3000
100
Galvanized
Hours
15%
0110
0500
Output
25' high
For duct insulation see Line
Aluminum,
Crew
200
lb.
Lb.-
0520
200
to
500
0540
500
to
1,000
255
.094
.61
4.80
5.41
8
0560
1,000
to
2,000
lb.
265
.091
.60
4.62
5.22
7.70
0570
2,000
to
5,000
lb.
275
.087
.60
4.46
5.06
7.45
0580
Over 5,000
285
.084
.60
4.30
4.90
7.20
165
.145
6.35
7.45
13.80
18.30
175
.137
4.05
7
11.05
15.15
190
.126
2.95
6.45
9.40
13.10
200
.120
2.89
6.15
9.04
12.55
225
.107
2.39
5.45
7.84
10.95
235
.102
2.35
5.20
7.55
10.55
1000
Stainless steel, type
lb.
lb.
lb.
304, under 100
1020
100
to
500
1030
500
to
1,000
1040
1,000
to
2,000
lb.
1050
2,000
to
5,000
lb.
1060
Over 5,000
lb.
lb.
^
lb.
V
' j.
lb.
1100
For
1200
For high pressure ductwork, add
40%
1210
For welded ductwork, add
85%
medium
15%
pressure ductwork, add
1220
For
30%
fittings,
add
11%
1224
For
40%
fittings,
add
34%
1228
For
50%
fittings,
add
56%
1232
for
60%
fittings,
add
79%
1236
For
70%
fittings,
add
101%
1240
For
80%
fittings,
add
124%
1244
For
90%
fittings,
add
147%
1248
For
100%
1252
Note; Fittings add includes time for detailing and installation.
fittings,
add
23 31 13.19 Metal Duct 0010 2000
2100
169%
i7
Fittings
METAL DUCT FITTINGS Fabrics for flexible connections, with metal
edge
Without metal edge
IShee
100
.080
"
160
.050
Q-10
350
.069
LF.
3.44
4.38
7.82
10.50
2.46
2.74
5.20
6.90
.77
3.50
4.27
6.20
"
23 31 16 - Nonmetal Ducts 23 31 16.13 Fibrous-Glass Ducts 0010 3490 3500
522
FIBROUS-GLASS DUCTS Rigid fiberglass duct board,
R2331 00-20 foil reinf.
kraft facing
Rectangular, 1" thick, alum, faced, (FRK), std. weight
SFSurf
23 33 Air Duct Accessories 23 33 13 - Dampers 23 33 13.13 Volume-Control Dampers VOLUME-CONTROL DAMPERS 0010
Crew
8" x 6"
Shee
Daily
Labor-
Output
Hours
Unit
24
.333
Eo.
5990
Multi-blade dampers, opposed blade,
5994
8"x8"
22
5996
10"xl0"
6000
2014 Bare Material
Labor
Total
Costs
Equipment
Total
O&P
IncI
21.50
18.25
39.75
52
.364
22.50
19.90
42.40
55
21
.381
26.50
21
47.50
61.50
12"xl2"
21
.381
29.50
21
50.50
64.50
6020
12"xl8"
18
.444
39.50
24.50
64
80.50
6030
14"xl0"
20
.400
29
22
51
65
6031
14"xl4"
17
.471
35.50
25.50
61
78.50
6033
16"xl2"
17
.471
35.50
25.50
61
78.50
6035
16"xl6"
16
.500
44
27.50
71.50
90.50
6037
18"xl6"
15
.533
48
29
77
97.50
6038
18"xl8"
15
.533
52
29
81
102
6070
20"xl6"
14
.571
52
31.50
83.50
105
6072
20"x20"
13
.615
62.50
33.50
96
121
1
6074
22"xl8"
14
.571
62.50
31.50
94
117
6076
24"xl6"
11
.727
61
40
101
129
6078
24"x20"
8
1
72.50
54.50
127
164
6080
24"
24"
8
1
85
54.50
139.50
177
6110
26"x26"
6
1.333
95
73
168
216
6133
30"x30"
6.60
2.424
137
119
256
330
6135
32"x32"
6.40
2.500
154
123
277
355
48"x36"
5.60
2.857
253
141
394
495
24
.333
18.25
100.25
118
103
22
125
148
134
40
174
209
186
62.50
248.50
300
24
18.25
42.25
54.50
43.90
57
6180
X
Q-9
r
8000
Multi-blade dampers, parallel blade
8100
8" X 8"
8140
16"xl0"
20
.400
8200
24"xl6"
11
.727
8260
30"xl8"
7
1.143
24
.333
22
.364
24
19.90
18
.444
44
24.50
68.50
54
54.50
108.50
23.50
18.25
41.75
53.50
30
19.90
49.90
63.50
33.50
22
55.50
70.50
V
41
24.50
65.50
82
MCFM
57
57
63
47.55
65
23 33 13.16 0010 3000
FIRE
1
Sbee
1r
82
Ea.
1
Dampers
Fire
DAMPERS
Fire
damper, curtain type,
3020
CO
1-1
/2
hr.
rated, vertical,
6" x 6"
IShee
X
3240
16"xl4"
3400
24"
Ea.
85.50
:
X
20"
T
8
_J
T
143
23 33 13.28 Splitter Damper Assembly 0010
SPLITTER
DAMPER ASSEMBLY ^
7000
Self locking,
1 '
rod
1
Shee
24
.333
Ea.
i
7020
3' rod
22
.364
7040
4' rod
20
.400
7060
6' rod
18
.444
.
T
.
,
23 33 19 - Duct Silencers 23 33 19.10 Duct Silencers 0010 9000
DUCT SILENCERS Silencers, noise control for air flow, duct
23 33 33 - Duct-Mounting Access Doors 23 33 33.13 Duct Access Doors 0010 1000
DUCT ACCESS DOORS Duct access door, insulated, 6" x 6"
IShee
14
.571
.727
Ea.
16.05
31.50
18.45
40
58.45
81.50
89
1020
10"xl0"
11
1040
12"xl2"
10
.800
20
44
64
1050
12"xl8"
9
.889
37
48.50
85.50
115
1070
18"xl8"
8
1
32.50
54.50
87
119
7
523
1
23 33 Air Duct Accessories 23 33 33 - Duct-Mounting Access Doors 23 33 33.13 Duct Access Doors
Crew
Daily
Labor-
Output
Hours
Unit
8
1
Ea.
2014 Bore Moteriol
Labor
Total
Costs
Equipment
Total j1
24"xl8"
1074
1
Shee
44
54.50
98.50
1
InclO&P
132
23 33 46 - Flexible Ducts 23 33 46.10 Flexible Air Ducts 0010 1280 1282
FLEXIBLE AIR DUCTS Add
J
R233 100-20
to lobor for elevated installation of prefabricated (purchased)
ductwork
;
1283
10'
to
15' high
10%
1284
15'
to
20' high
20%
1285
20'
to
25' high
25%
1286
25'
to
30' high
35%
1287
30'
to
35' high
40%
1288
35'
to
40' high
50%
1289
Over 40' high
1300 1400 1500
Flexible, coated fiberglass fabric
pressure to
55% on
corr. resist,
metol helix
12" (WG) UL-181
Noninsulated, 3" diameter
Q-9
400
.040
1.12
1.97
3.09
4.24
1540
5" diameter
320
.050
1.30
2.46
3.76
5.20
1560
6" diameter
280
.057
1.50
2.81
4.31
5.95
1580
7" diameter
240
.067
1.53
3.28
4.81
6.70
1600
8" diameter
200
.080
1.91
3.94
5.85
8.10
1640
10" diameter
160
.100
2.46
4.92
7.38
10.20
1660
1
2" diameter
120
.133
2.94
6.55
9.49
13.25
380
.042
2.60
2.07
4.67
6.05
340
.047
2.60
2.32
4.92
6.40
300
.053
2.60
2.63
5.23
6.85
260
.062
2.94
3.03
5.97
7.85
3.20
3.58
6.78
8.95
3.49
4.38
7.87
10.55
1900 1910
4" diameter
1920
5" diameter
1940
6" diameter
1960
7" diameter
1980
8" diameter
2020
1
0" diameter
2040
1
2" diameter
m m m m m m m m
3" diometer
Insulated, 1" thick, PE iacket,
t
L.F.
220
.073
180
.089
140
.114
4.25
5.65
9.90
13.30
100
.160
4.90
7.90
12.80
17.45
150
.107
.60
4.91
5.51
8.30
130
.123
.66
5.65
6.31
9.55
120
.133
.77
6.15
6.92
10.40
,
23 33 53 - Duct Liners 23 33 53.10 Duct Liner Board 0010 3340
DUCT LINER BOARD Board type fiberglass
3344
1" thick
3345
1-1/2"
3346
2"
3348
3"
thick
3350
4"
thick
3356
3
lb.
3360
2"
3362
2-1/2"
3364
3"
3366
4" lb.
thick
thick
1" thick
3378
2"
3490
Board type, fibergloss
thick
thick
liner,
3
lb.
0-14
r
S.F.
no
.145
.99
6.70
7.69
11.50
100
.160
1.22
7.35
8.57
12.80
150
.107
.77
4.91
5.68
8.50
130
.123
.97
5.65
6.62
9.85
120
.133
1.18
6.15
7.33
10.85
no
.145
1.38
6.70
8.08
11.90
100
.160
1.59
7.35
8.94
13.20
90
.178
2
8.20
10.20
14.95
140
.114
1.09
5.25
6.34
9.40
120
.133
1.46
6.15
7.61
11.15
100
.160
1 r
1.82
7.35
9.17
13.45
170
.094
S.F.
.43
4.33
4.76
7.20
140
.114
.64
5.25
5.89
8.90
I
density
finish
3700
1" thick
3710
1-1/2"
524
thick
thick
density,
density
m m m m m m m m m m m m m m
thick
3374
No
lb.
thick
1-1/2"
3680
/2
thick
density, 1"
1-1/2"
6
FSK, 1-1
thick
3358
3370
liner,
thick
m m
0-14
23 33 Air Duct Accessories 23 33 53 - Duct Liners 23 33 53.10 Duct Liner Board 3720 3940 3950 3960
2"
m
thick
Daily
Labor-
Crew
Output
Hours
Unit
Q-14
130
.123
S.F.
.86
5.65
6.51
9.75
Q-14
150
.107
S.F.
2.38
4.91
7.29
10.25
130
.123
3.28
5.65
8.93
12.40
120
.133
3.98
6.15
10.13
13.95
3.40
5.882
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
Board type, non-fibrous foam Temperature, bacteria and fungi resistant
m m m
1" thick
3970
1-1/2"
3980
2"
thick
thick
23 34 13 - Axial HYAC Fans 23 34 13.10 Axial Flow HYAC Fans 0010
AXIAL FLOW HYAC FANS
0020
Air conditioning
0030
Axial flow,
R233400
and process
air
1
handling
compact, low sound, 2.5"
S.P.
0-20
0050
3,800 CFM, 5 HP
0080
6,400 CFM, 5 HP
2.80
0100
10,500 CFM, 7-1/2 HP
2.40
0120 1500
15,600 CFM, 10 HP Vaneaxial, low pressure,
2000 CFM,
1 /2 HP
5,025
294
7.143
5,625
8.333
7,000
Eo.
5,319
6,000
360
5,985
6,750
415
7,415
8,325
1.60
12.500
8,825
625
9,450
10,700
3.60
5.556
2,150
278
2,428
2,800
1520
4,000 CFM,
HP
3.20
6.250
2,525
315
2,840
3,250
1540
8,000 CFM, 2 HP
2.80
7.143
3,200
360
3,560
4,050
20
1
287
50
337
390
52.50
392.50
455
1
23 34 14 - Blower HYAC Fans 23 34 14.10 Blower Type HYAC Fans 0010 2500
Ceiling fan, right angle, extra quiet, 0.1
0"
S.P.
2520
95 CFM
2540
210 CFM
19
1.053
340
Q-20
Ea.
2560
385 CFM
18
1.111
430
55.50
485.50
560
2580
885 CFM
16
1.250
850
62.50
912.50
1,025
2600
1,650 CFM
13
1.538
1,175
77
1,252
1,425
2620
2,960 CFM
11
1.818
1,575
91
1,666
1,875
Shee
16
.500
287
Elec
16
.500
157
6.40
3.125
7
2640
For wall or roof cap, add
2660
For straight thru fan, add
2680
Far speed cantrol switch, odd
7500 7520 7540
Utility set, steel
canstruction, pedestal,
Direct drive,
1
27.50
314.50
355
26.50
183.50
212
10% 1
1
/4"
S.P.
Q-20
150 CFM, 1/8 HP
Ea.
845
156
1,001
1,175
1,075
173
1,248
1,425
485 CFM, 1/6 HP
5.80
3.448
7560
1950 CFM, 1/2 HP
4.80
4.167
1,250
209
1,459
1,700
7580
2410 CFM, 3/4 HP
4.40
4.545
2,300
228
2,528
2,875
3
6.667
2,575
335
2,910
3,325
6
3.333
955
167
1,122
1,300
7600 7680
I
BLOWER TYPE HYAC FANS
3328 CFM, 1-1/2 HP V-belt drive, drive cover,
3 phase
7700
800 CFM, 1/4 HP
7720
1,300 CFM, 1/3 HP
7740
2,000 CFM,
7760
2,900 CFM, 3/4 HP
1
Q-20
HP
Ea.
5
4
1,000
200
1,200
1,400
4.60
4.348
1,175
218
1,393
1,625
4.20
4.762
1,600
238
1,838
2,100
3
6.667
23 34 16 - Centrifugal HYAC Fans 23 34 16.10 Centrifugal Type HYAC Fans 0010 0200 0220
0240
CENTRIFUGAL TYPE HYAC FANS In-line centrifugal,
supply/exhaust booster
aluminum wheel/hub, disconnect
500 CFM,
1
switch,
0" diameter connection
1
/4"
S.P.
Q-20
Ea.
525
:
23 34 16.10 Centrifugal lype HVAC Fans 0260
1,380 CFM, 12" diameter connection
0280
1
0300
•
Doily
Labor-
Crew
Output
Hours
Unit
Q-20
2
10
Ea.
,520 CFM,
1
6" diameter connection
2
10
2,560 CFM,
1
8" diameter connection
1
20
0320
3,480 CFM, 20" diameter connection
.80
25
0326
5,080 CFM, 20" diameter connection
.75
26.667
2014 Bare
1
i
Total
Costs
Material
Labor
1,325
500
1,825
2,200
1,450
500
1,950
2,350
1,575
1,000
2,575
3,250
1,875
1,250
3,125
3,950
2,025
1,325
3,350
4,250
Equipment
Tatal
1
3500
Centrifugal, airfoil,
motor and
drive,
3520
1000 CFM, 1/2 HP
3540
2,000 CFM,
1
IncI
O&P
complete
Q-20
HP
2.50
8
2
10
Ea.
1,850
400
2,250
2,625
2,075
500
2,575
3,050
3560
4,000 CFM, 3 HP
1.80
11.111
2,650
555
3,205
3,750
3580
8,000 CFM, 7-1/2 HP
1.40
14.286
3,975
715
4,690
5,450
3600
12,000 CFM, 10 HP
1
20
r
5,300
1,000
6,300
7,350
6
3.333
Ea.
1,650
167
1,817
2,075
5000
Utility set, centrifugal,
V
1
1
belt drive,
.
•
motor •
5020
1/4"
S.P,
1200 CFM, 1/4 HP
Q-20
5040
1520 CFM, 1/3 HP
5
4
2,125
200
2,325
2,650
5060
1850 CFM,1/2HP
4
5
2,125
250
2,375
2,700
5080
21
3
6.667
2,525
335
2,860
3,275
2
10
2,975
500
3,475
4,025
5100
1/2"
80 CFM, 3/4 HP
S.P,
3600 CFM,
HP
1
5120
4250 CFM, 1-1/2 HP
1.60
12.500
3,150
625
3,775
4,425
5140
4800 CFM,
1.40
14.286
3,825
715
4,540
5,275
7000
2 HP
1
Roof exhauster, centrifugal, aluminum housing,
1
1r
2" galvanized L
7020 7100
curb, bird screen, Direct drive,
back draft damper,
320 CFM, 11"
sq.
1
/4"
Q-20
domper
7120
600 CFM, 11"
7140
815 CFM, 13"sq. damper
7160
1450 CFM, 13"sq. damper
7180
2050 CFM, 16"
damper
sq.
..
i
S.P.
7
2.857
665
143
808
950
6
3.333
865
167
1,032
1,200
5
4
865
200
1,065
1,250
4.20
4.762
1,400
238
1,638
1,900
4
5
1,675
250
1,925
2,225
6
3.333
1,250
167
1,417
1,650
5
4
1,500
200
1,700
1,950
Eo.
\
7200
V-belt drive,
damper
sq.
1650 CFM, 12"
damper
sq.
7220
2750 CFM, 21"
sq.
damper
7230
3500 CFM, 21"
sq.
damper
4.50
4.444
1,675
222
1,897
2,200
7240
4910 CFM, 23"
sq.
damper
4
5
2,050
250
2,300
2,650
7260
8525 CFM, 28"
sq.
damper
3
6.667
2,725
335
3,060
3,500
7280
13,760 CFM, 35"
sq.
damper
2
10
3,800
500
4,300
4,950
7300
20,558 CFM, 43"
sq.
damper
1
20
7,625
1,000
8,625
9,900
580
635
'
’
7320
For 2 speed winding, add
7340
For explosionproof motor, odd
7360
For belt driven, top discharge, add
8500 8520
"
'
'
f
15% 580
Wall exhausters, centrifugal, auto damper,
1
1r
/8"
610 CFM, 1/20 HP
Q-20
14
1.429
8540
796 CFM, 1/12 HP
13
1.538
8560
822 CFM, 1/6 HP
12
1.667:
8580
1,320 CFM, 1/4 HP
12
1.667;
Direct drive,
15%
S.P.
Ea.
405
71.50
476.50
845
77
922
555 1,050
1,025
83.50
1,108.50
1,250
r
2,125
83.50
2,208.50
2,450
Ea.
1,825
111
1,936
2,175
1,900
125
2,025
1
9500
V-belt drive, 3
9520
1r
phase
Q-20
2,800 CFM, 1/4 HP
9540
9
2.222
8
2.500
n
3,740 CFM, 1/2 HP
23 34 23 - HVAC Power Ventilators 23 34 23.10 HVAC Power Circulators and Ventilators i
0010 3000 3020 3040
HVAC POWER CIRCULATORS AND VENTILATORS Paddle blade
air circulator,
42", 5,000 52", 6,500
3 speed switch
CFM CFM
high, high,
3100
For antique white motor,
3200
For brass plated motor,
526
— 2,300
3000 CFM low 4000 CFM low
same
same
cost
cost
1
m
Elec
n
2.40
3.333
2.20
3.636
Ea.
163
178
341
445
170
194
364
475
23 34 23 - HVAC Power Ventilators 23 34 23.10 HVAC Power Circulators and Ventilators 3300 6000 6020
For light adaptor
kit,
Direct drive,
one speed, .075"
6120 6140
Ea.
183
Total
IncI
O&P
41
45
100
283
355
S.P.
0-20
9
2.222
273
111
384
470
2.500
305
125
430
525
5
4
2,850
200
3,050
3,425
5
4
2,925
200
3,125
3,500
4.50
4.444
3,075
222
3,297
3,725
4
5
3,325
250
3,575
4,025
24
.833
22
.909
24
V-belt drive, 3
phase
6360
10,100CFM, 14,300
0-20
HP
1
CFM,M/2
Residential, bath exhaust, grille,
HP
0-20
no CFM
6670
100
6680
Light combination, squirrel cage,
6700
Light/heater combination, ceiling mounted
watt,
70 CFM
0-20
70 CFM, 1450 watt
6710
Heater combination, recessed, 70
6820
CFM
With 2 infrared bulbs Kitchen exhoust,
complete,
grille,
Ea.
back draft damper
50 CFM
6660
60 CFM
1
Ea.
61
41.50
102.50
131
94.50
45.50
140
173
.833
-
108
41.50
149.50
182
24
.833
Ea.
155
41.50
196.50
235
24
.833
41.50
106
135
23
.870
101
43.50
144.50
177
22
.909
104
45.50
149.50
183
6910
180 CFM
20
1
6920
270 CFM
18
1.111
6930
350 CFM
16
1.250
11
.727
11
.727
11
.727
10
.800
20
.400
2 Shee
5
2 Shee
64.50
50
137
172
164
55.50
219.50
266
124
62.50
186.50
231
87
r
Residential roof jacks and wall caps
Wall cap with back draft
damper
6946
3" & 4" diam. round duct
6948
6" diom. round duct Roof jack with
bird screen
1
and back
6960 6962
3-1
draft
X
1
3-1/4"
X
10"
24.50
40
64.50
88
61.50
40
101.50
129
25
40
65
46.50
44
90.50
Ea.
31
22
53
3.200
Ea.
305
175
480
600
4
4
Ea.
610
219
829
1,000
3.80
4.211
635
230
865
1,050 1,100 1,150
Ea.
damper 1
Shoe t
0" rectangular duct
/4"
Shoe
24"x24" Rectangular,
1
to
4
way
blow, 6" x 6"
Ea.
11
111
189
40
229
268
10
.800
202
44
246
289
10
.800
218
44
262
305
9
.889
239
48.50
287.50
340
16
.500
50
27.50
77.50
87
97
1010
8" X 8"
15
.533
58
29
1014
9" X 9"
15
.533
66
29
95
117
132 123
1016
10"xl0"
15
.533
80
29
109
1020
12"x6"
15
.533
71.50
29
100.50
r
528
108
23 37 Air Outlets and
inlets
23 37 13 ~ Diffusers^ Registers^ and
Grilles
23 37 13.10 Diffusers
Crew
Daily
Lobor-
Output
Hours
Unit
14
.571
Ea.
1040
12"x9"
1060
12"xl2"
12
.667
1070
14"x6"
13
.615
1074
14"xl4"
12
.667
1150
18"xl8"
9
1160
21"x21"
8
1
Sbee
24"xl2"
1170
Round, butterfly damper,
1500
steel, diffuser size,
6" diameter
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
75.50
31.50
107
131
84.50
36.50
121
149
77.50
33.50
111
137
128
36.50
164.50
196
.889
138
48.50
186.50
226
1
215
54.50
269.50
320
44
207
247
10
.800
163
18
.444
9
24.50
33.50
47
1520
8" diameter
16
.500
9.55
27.50
37.05
52.50
1540
1
0" diameter
14
.571
11.85
31.50
43.35
60.50
1560
1
2" diameter
12
.667
15.65
36.50
52.15
72.50
1
4" diameter
10
.800
19.55
44
63.55
88.50
16
.500
49
27.50
76.50
96
2020
8" X 8"
14
.571
51
31.50
82.50
104
2040
12"xl2"
12
.667
60.50
36.50
97
122
2060
16"xl6"
11
.727
81
40
121
150
2080
18"xl8"
10
.800
90
44
134
166
1580
2000
6000
T bar mounting,
24"
x
24"
lay-in
frame, 6" x 6"
10%
For steel diffusers instead of aluminum, deduct
23 37 13.30 Grilles 0010 0020
GRILLES Aluminum, unless noted otherwise
1000
Air return, steel,
6" x 6"
1
Sbee
26
.308
Ea.
18.70
16.85
35.55
46
1020
10"x6"
24
.333
18.70
18.25
36.95
48.50
1080
16"x8"
22
.364
26.50
19.90
46.40
59.50
1100
12"xl2"
22
.364
26.50
19.90
46.40
59.50
1120
24"xl2"
18
.444
36
24.50
60.50
76.50
1220
X
16
.500
43.50
27.50
71
90
oo
36"x24"
1280
3000
Filter grille
3020
with oo
filter,
24"xl8"
3060
24" For steel
2" x
2" 1
X
3040
6000
1
X
grilles
24"
-
instead of
aluminum
in
14
.571
75
31.50
106.50
130
24
.333
53
18.25
71.25
86
20
.400
71
22
93
112
18
.444
83.50
24.50
108
129
16
.500
98
27.50
125.50
150
11.55
16.85
28.40
38.50
21
24.50
45.50
60.50
10%
above, deduct
23 37 13.60 Registers 0010
0980 1000
REGISTERS Air
supply Ceiling/wall, O.B. damper, anodized
1010
One
or
two way
1
1120
12"xl2"
1240
20"
X
1340
24"
X 8"
1350 Above
4000
Floor, toe
OO
registers in steel instead of
26
.308
18
.444
Ea.
18
.444
18.90
24.50
43.40
58
13
.615
25.50
33.50
59
79.50
12
.667
47.50
36.50
84
9
13.70
22.70
31
11
19.90
30.90
42.50
108
10%
aluminum, deduct
operated damper, enameled steel
4020
4" X 8"
4100 4140 4220
4240
Sbee
6"
X
2700
5000
deflection, adj. curved face bars
8" X 4"
1020
4980
aluminum
32
.250
8"xl0"
22
.364
10"xl0"
20
.400
13.15
22
35.15
48
14"xl4"
16
.500
42
27.50
69.50
88.50
15
.533
49.50
29
78.50
98.50
1
14"x20"
Sbee
r
Ea.
,
Air return
Ceiling or wall, fixed
45°
"
face blades
529
9
23 37 Air Outlets and 23 37 13 -
DiffuserS/ Registers^
Inlets
and
Grilles Daily
Labor-
Crew
Output
Hours
Unit
IShee
26
.308
Ea.
19
.421
23 37 13.60 Registers 5010
2014 Bare Materiol
Labor
Totol
Costs
Equipment
Total
IncI
O&P
Adjustable O.B. damper, anodized aluminum g|
5020
4"x8"
5060
6"xl0"
5280
24"
24"
11
.727
5300
24"x36"
8
1
6000
X
r
'
r
11.85
16.85
28.70
14.20
23
37.20
65
40
105
133
54.50
164.50
205
-
no
38.50J 50.50
10%
For steel construction instead of aluminum, deduct
23 37 15 - Louvers 23 37 15.40 HVAC Louvers 0010 0100 1002
HVAC LOUVERS Aluminum, extruded, with screen,
mill finish
1
04 05 23.1
Brick vent, see also Section
1100
Standard, 4" deep, 8" wide, 5" high
1200
Modular, 4" deep, 7-3/4" wide, 5" high
1300
Speed
1400
2000 2020
2500 2520 2540
Fuel
3000
18.25
52.75
65.50:
.333
36
18.25
54.25
67.50
.333
36
18.25
54.25
67.50
61.50
18.25
79.75
96
15.40
10.95
26.35
33.50
41
12.50
53.50
64
56
22
78
95
.400
41.50
22
63.50
79.50
20
.400
41.50
22
63.50
79.50
14
.571
Ea.
28
.286
S.F.
.333
24 24 24
.333
40
.200
35
.229
20
.400
20
pneumatic operation
Motor, for electric or pneumatic
4" deep,
brick,
oil
brick,
1
Shee
1-5/8" wide, 3-7/8" high
4" deep, 8" wide, 5" high
Cooling tower and mechanical equip., screens, light weight
Standard weight Dual combination, automatic, intake or exhaust
Manual operation Electric or
2560
34.50
24
1
Ea.
1r
S
F.
31.50
511.50
580
15.65
57.15
70
41.50
15.65
57.15
70
49.50
15.65
65.15
78
50%
30% 511.50
580
480
Fixed blade, continuous line
3100
Mullion type, stormproof
1
Shee
41.50
3200
Stormproof
28
.286
3300
Vertical line
28
.286
14
.571
Ea.
24
.333
S.F.
50
18.25
68.25
83
14
.571
Ea.
480
31.50
511.50
580
56
.143
S.F.
3500
For
damper
3520 4000
4200
Thinline, under
4"
thick, fixed blade
1r
40
.200
40
.200
r
S.F.
Prime coat only, add
Baked enamel
5060
Anodized
9980
Shee
31.50
480
7.80
32.30
39
58
10.95
68.95
80.50
24
10.95
34.95
43
24.50
Finishes, applied by mfr. at additional cost, available in colors
5040
5100
1
Motar, for electric or pneumatic
5000
5080
pneumatic
Penthouse, roof Walls
5020
electric or
Operating, 45°, manual, electric or pneumatic
4300
5010
use with above, add
to
Motor, for damper,
4100
1r
finish coating,
finish,
Duranodic
finish,
add
add add
Fluoropolymer finish coating, add For small orders (under
10
pieces), add
r
'1
3.30
3.30
3.63
6.10
6.10
6.70
6.60
6.60
7.25
12
12
13.20
18.90
18.90
21
25%
23 37 23 - HVAC Gravity Ventilators 23 37 23.10 HVAC Gravity Air Ventilators 0010 1280
HVAC GRAVITY AIR VENTILATORS,
4" neck diameter
1340
6" neck diameter 1
1500
24" neck diameter
2160
2240 2340
530
Q-9
2" neck diameter
1400
2000
includes base
Rotary ventilators, wind driven, galvanized
1300
1540
-
36" neck diameter
r
39.50
104
64.50
49
113.50
146
91
79
170
220
98.50
.800
16
1
10
1.600
8
2
405
6
2.667
655
16
1
Ea.
131
64.50
20
503.50
595
131
786
920
49
94
125
79
185
237
98.50
458.50
545
Stationary, gravity, syphon, galvanized
6" neck diameter, 66 1
2" neck diameter,
24" neck
diameter,
1
CFM 60 CFM
900 CFM
Q-9
Ea.
45 :
10 8
106
1.600
360
2 1r
^
23 37 Air Outlets and
Inlets
23 37 23 - HVAC Gravity Ventilators 23 37 23.10 HVAC Gravity Air Ventilators 36" neck
2380
4200 1
Stationary
diameter,
mushroom, aluminum,
2,000 CFM 1
6"
orifice
Doily
lobor-
Crew
Output
Hours
Unit
Q9
6
2.667
Ea.
10
1.600
diameter
2014 Bore Material
Labor
Total
(osis
Equipment
Total
IncI
O&P
440
131
571
685
590
79
669
770 1,150
4220
26"
orifice
diameter
6.15
2.602
870
128
998
4230
30"
orifice
diameter
5.71
2.802
1,275
138
1,413
1,600
4240
38"
orifice
diameter
5
3.200
1,825
158
1,983
2,250
4250
42"
orifice
diameter
4.70
3.404
2,425
168
2,593
2,925
4260
50"
orifice
diameter
4.44
3.604
2,875
177
3,052
3,450
8.60
1.860
5000
Relief
5500
vent
Rectangular, aluminum, galvanized curb
intake/exhaust, 0.033" SP
5510
500 CFM,
5580
1
2" X 12"
1
2" X 16"
5600
600 CFM,
5640
1000 CFM,
Q-9
5880
Size
is
volume
throat area,
is
ot
91.50
776.50
98.50
863.50
890
8
2
765
2.424
860
119
979
1,125
4
4
1,500
197
1,697
1,950
Karp
1.80
4.444
"
1.60
5
3000 CFM, 20"x42"
5680
685
6.60
2" X 24"
1
Ea.
995
500 fpm
23 38 Ventilation Hoods 23 3813 " Commercial-Kitchen Hoods 23 38 13.10 Hood and Ventilation Equipment 0010 2970
HOOD AND VENTILATION EQUIPMENT Exhoust hood,
sst, gutter
on
sides, 4' x
all
4' x 2'
4'x4'x7'
2980
23 41 Particulate Air 23 41 13 - Panel Air
Filters
23 41 13.10 Panel Type Air
Filters
0010 2950
Mechanical media
Throwaway
glass or paper
m m
media type
23 41 16.10 Disposable Media Air 0010
DISPOSABLE MEDIA AIR FILTERS
5000
Renewable disposable
5,450
7,425
229
7,654
8,525
65
65
71.50
60
60
66
23 41 19.10 Permanent Air PERMANENT AIR ..^
ft
3.35
3.35
3.69
MCFM
19.35
19.35
21.50
MCFM
20
20
22
Filters
Filters
roll
23 41 19 - Washable Air
MCFM
Ea.
23 41 16 - Renewable-Media Air
4500
4,879
filtration units
Supported type
5500
0010
204
Filtration
High efficiency type, with frame, non-supported
3100
I
4,675
PANEL TYPE AIR FILTERS
3000
[
Ea.
Filters
Filters
FILTERS
Permanent washable
23 41 23 - Extended Surface 23 41 23.10 Expanded Surface 0010
EXPANDED SURFACE
4000
Medium
Filters
Filters
FILTERS
efficiency,
extended surface
m
MCFM
5.50
5.50
6.05
531
23 42 Gas-Phase Air
Filtration
23 42 13 - Activated-Carbon Air 23 42 13«10 Charcoal Type Air
Filtration
Filtration
Crew
Daily
Labor-
Output
Hours
2014 Bare Materiol
Unit
Labor
Equipment
Total |
OOlO 0050
'
Totol
Costs
!
InclO&P
CHARCOAL TYPE AIR FILTRATION Activated charcoal type,
full
2" deep
Full flow,
0070
HEPA
filter
0080
HEPA
filter-diffuser, ceiling install.
impregnated media
& frame
ll
flow
0060
1
i
600
660
225
248
350
for field erection
300
1
,
385
I
330
i
^
23 43 Electronic Air Cleaners 23 43 13 - Washable Electronic Air Cleaners 23 43 13.10 Electronic Air Cleaners 0010
ELECTRONIC AIR CLEANERS
2000
Electronic air cleaner, duct
2150
1000 CFM
2200
1200 CFM
2250
1400 CFM
mounted 1
Shee
—
1>
4
2
Ea.
3.80
2.105
,
3.60
2.222
420
109
529:
630
505
115
620
730
520
122
642,
1
i:
760
23 51 Breechings^ Chimneys^ and Stacks
i
23 51 13 - Draft Control Devices
I
23 51 13.13 Draft-Induction Fans 0010
DRAFT-INDUCTION FANS
1000
Breeching installation
1800
Hot gas, 600°F, variable pitch pulley and motor
1860
8" diom.
1900
12" diam.
inlet,
1980
24" diam.
inlet, 7-1
2300
For multi-blade
inlet,
1/4
H.P.,
3/4
damper
1
H.P.,
/2
phase,
1120 CFM
3 phase,
H.P.,
2960 CFM
3 phase,
at fan inlet,
Q-9
1
7,760 CFM
r
4
4
3
5.333
.80
20
Ea.
2,150
197
2,347
2,650
ns
263
3,188
3,600
8,375
985
9,360
10,700
2,
20%
add
23 51 23 - Gas Vents 23 51 23.10 Gas Chimney Vents 0010
0020
GAS CHIMNEY VENTS,
Prefab metal, U.L. listed
Gas, double wall, galvanized steel
0080
3" diameter
0100
Q-9
16.50
23
11.60
18.80
25.50
12.30
20.10
27.50
13.15
22.60
30.50
14.05
29.15
38
17.40
15.15
32.55
42
.333
36
16.40
52.40
65
.364
43
5.55
10.95
.235
7.20
.250
7.80
.267
9.45
.286
15.10
.308
48 44
17.90
60.90
75 144
217
72
.222
4" diameter
68
0120
5" diameter
64
0140
6" diameter
60
0160
7" diameter
56
0180
8" diameter
52
0200
10" diameter
0220
1
2" diameter
0260
1
6" diameter
0300
20" diameter
V.LF.
40
.400
103
19.70
122.70
Q-10
36
.667
150
34
184
Q-9
60
.267
23 51 26 - All-Fuel Vent Chimneys 23 51 26.30 All-Fuel Vent Chimneys, Double Wall, 0010
ALL-FUEL VENT CHIMNEYS, DOUBLE WALL, STAINLESS STEEL
7780
All fuel,
7790
304
7800 7804 7806
7808
St. StI.
pressure tight, double well,
4"
insulation, U.L. listed,
1400°F.
stainless steel liner, aluminized steel outer jacket
6" diameter 8" diameter 1
1
0" diameter 2" diameter
62
V.L.F.
75.15
88 101
52
.308
71
15.15
86.15
48
.333
79
16.40
95.40
112
108.40
127
44
90.50
.364
1—
532
13.15
17.90
23 51 Breechings, Chimneys, and Stacks 23 51 26 - All-Fuel Vent Chimneys 23 51 26.30 All-Fuel Vent Chimneys, Double 7810
1
V/all, St. StI.
4" diameter
Daily
Lobor-
Crew
Output
Hours
Unit
Material
Q-9
42
.381
V.LF.
102
2014 Bare
,
Labor
Total
Costs
Equipment
Total
18.75
120.75
3,950
1,050
5,000
IncI
O&P 141
1
7880
For
316
stainless steel liner
add
LF.
30%
23 52 Heating Boilers 23 52 13 - Electric Boilers 23 52 13.10 Electric Boilers, ASME 0010 1000
Steam, 6 KW, 20.5
Standard controls and trim
MBH
Q-19
1160
60 KW, 205 MBH
1220
112 KW, 382
1280
222 KW, 758 MBH
1380
518 KW, 1768 MBH
1480
814 KW, 2778 MBH
1600
2,340 KW, 7984
2000
i
ELECTRIC BOILERS, ASME,
2100
90 KW, 307 MBH
2220
296 KW, 1010 MBH
2500
1036 KW, 3536 MBH
2680
2400 KW,8191 MBH
2820
3600 KW, 12,283 MBH
Ea.
5,950
1
24
6,650
1,275
7,925
9,225
32
9,375
1,700
11,075
12,900
i
.55
43.636
23,800
2,300
26,100
29,700
Q-21
.36
88.889
32,600
4,825
37,425
43,200
.25
128
40,600
6,950
47,550
55,000
.16
200
86,500
10,900
97,400
111,500
1.30
18.462
4,975
975
5,950
6,950
1.10
21.818
6,000
1,150
7,150
8,325
r
.55
43.636
16,100
2,300
18,400
21,200
Q-21
.34
94.118
35,500
5,100
40,600
46,800
.25
128
68,000
6,950
74,950
85,000
T
.16
200
94,000
10,900
104,900
120,000
Q-7
1.40
22.857
2,350
1,275
3,625
4,500
MBH
MBH
20
.75
MBH
Hot water, 7.5 KW, 25.6
1.20
Q-19
r
23 52 23 - Cast-Iron Boilers 23 52 23.20 Gas-Fired Boilers 0010 1000
2000
GAS-FIRED BOILERS,
Natural or propane, standard controls, packaged
Cast iron, with insulated jacket
Steam, gross output, 81
MBH
Ea.
2080
203 MBH
.90
35.556
3,650
1,975
5,625
7,000
2180
400 MBH
.56
56.838
5,575
3,175
8,750
10,900
2240
765 MBH
.43
74.419
11,200
4,150
15,350
18,600
2320
1,875
MBH
.30
106
22,900
5,950
28,850
34,200
MBH
2440
4,720
.15
207
91,500
11,600
103,100
118,000
2480
6,100 MBH
.13
246
101,500
13,700
115,200
132,000
2540
6,970
MBH
.10
320
110,500
17,800
128,300
148,500
1.46
21.918
2,150
1,225
3,375
4,225
.80
40
4,500
2,225
6,725
8,325
13,500
4,450
17,950
21,600
3000
Hot water, gross output, 80
3140
320 MBH
MBH
3260
1,088
MBH
.40
80
3360
2,856
MBH
.20
160
28,300
8,900
37,200
44,600
3380
3,264
MBH
.18
179
30,000
10,000
40,000
48,100
3480
6,100
MBH
.13
250
101,500
13,900
115,400
132,500
3540
6,970
MBH
.09
359
110,500
20,000
130,500
151,500
4,125
18,525
22,000
7000
10%
For tankless water heater, add
23 52 23.30 Gas/Oil Fired Boilers 0010 1000
2000
GAS/OIL FIRED BOILERS,
Steam, gross output, 720
Q-7
74.074
MBH
.30
107
20,400
5,950
26,350
31,500
MBH
.19
165
27,500
9,225
36,725
44,100
5,520
MBH
.14
235
88,500
13,100
101,600
117,000
6,390
MBH
.11
296
94,500
16,500
111,000
129,000
6,970
MBH
.09
372
100,500
20,700
121,200
142,000
1,600
2140
2,700
2280 2340
2900
MBH
.43
2080
2380
Combination with burners and controls, packaged
Cast iron with insulated jacket
7
Ea.
14,400
Hot water, gross output
533
23 52 Heating Boilers 23 52 23 - Cast-Iron Boilers lU V.Ublb
23 52 23.30 Gas/Oil Fired Boilers
Crew
Output
Hours
Unit
Q-6
.62
39.024
Ea.
2910
200 MBH
2920
300 MBH
.49
49.080
10,400
MBH
.41
57.971
2940
500 MBH
.36
67.039
3000
584 MBH
.44
3060
1,460
MBH
3160
4,088
MBH
3300
13,500 MBH, 403.3 BHP
2930
.400
-
Q-7
Labor
Material
10,400
Equipment
Total
InclO&P
12,525
14,600
2,675
13,075
15,500
12,200
3,175
15,375
18,200
13,100
3,650
16,750
19,900
72.072
14,500
4,025
18,525
22,100
.28
113
28,400
6,300
34,700
40,800
n
.16
195
61,000
10,900
71,900
83,500
f
.04
727
188,500
40,500
229,000
268,000
]
2,175
1,475
3,650
4,650
3,000
1,975
4,975
6,300
If
.
23 52 23.40 Oil-Fired Boilers 0010 1000
2000
OIL-FIRED BOILERS,
Standard controls, flame retention burner, packaged
Cast iron, with insulated flush iacket
MBH
Steam, gross output, 109
Q-7
207 MBH
2060
1.20
26.667
.90
35.556
Ea.
2180
1,084
MBH
.38
85.106
10,500
4,750
15,250
18,800
2280
3,000
MBH
.19
170
22,800
9,475
32,275
39,400
2380
5,520
MBH
.14
235
76,000
13,100
89,100
103,500
2460
6,970
MBH
.09
363
97,500
20,300
117,800
137,500
2,595
3,175
r
3000
Hot water, same price as steam
4000
For tankless coil in smaller sizes, add
'1
15%
Ea.
•
i
23 52 26 - Steel Boilers 23 52 26.40 Oil-Fired Boilers 0010 5000 7000
OIL-FIRED BOILERS,
Standard controls, flame retention burner
Steel, with insuloted flush jocket
Hot water, gross output,
7120
420 MBH
7320
3,1
03 MBH
1
Q-6
1.60
15
.70
34.483
.13
184
1,775
Ea.
820 ^
6,700
1,875
8,575
10,200
41,200
10,100
51,300
60,500
1
50
MBH
:
7340
For tankless
coil in
steam
or hot water,
w
add
7%
23 52 28 - Swimming Pool Boilers 23 52 28.10 Swimming Pool Heaters 00 ] 0
SWIMMING POOL
0020
0160
HEATERS,
Not including wiring, external
piping, base or pad.
MBH
Q-6
1,900
875
2,775
3,425
2,025
1,300
3,325
4,200
60
8,475
3,275
11,750
14,300
171
18,400
9,350
27,750
34,300
1.50
16
0200
199 MBH
1
24
0280
500 MBH
.40
0400
1,800
.14
2000
Gas
fired, input,
Electric,
155
MBH
12 KW, 4,800
r
Q- 9
gallon pool
2020
1
2040
24 KW, 9,600
2100
57 KW, 24,000
5 KW, 7,200 gallon pool gallon pool
m
gallon pool 1
534
1
f
2,125
Ea.
3
8
2,075
425
2,500
2,900
2.80
8.571
2,100
455
2,555
3,000
2.40
10
2,425
530
2,955
3,475
1.20
20
3,575
1,050
4,625
5,525
i|
,
23 54 Furnaces '
23 5413 - Electric-Resistance Furnaces 23 54 13.10
Electric Furnaces
ELECTRIC FURNACES, Hot
0010 0011
not including gas,
1000
Electric,
UL
oil
oir,
Doily
Labor-
Crew
Output
Hours
Unit
Q-20
4.40
4.545
Ea.
560
228
788
960
Q-9
4
4
Eo.
535
197
732
890
3.80
4.211
535
207
742
905
3.60
4.444
575
219
794
970
V
3.20
5
625
246
871
1,075
Q-9
3.60
4.444
1,550
219
1,769
2,025
3.50
4.571
1,850
225
2,075
2,400
3.40
4.706
1,875
232
2,107
2,425
3.20
5
2,175
246
2,421
2,775
3
5.333
2,250
263
2,513
2,875
2014 Bare Material
Labor
Total
Costs
Equipment
InclO&P
Totol
blowers, std. controls
or flue piping
listed
34.1
1100
MBH
23 54 16 - Fuel-Fired Furnaces 23 54 16.13 Gas-Fired Furnaces GAS-FIRED FURNACES
0010 3000
AGA
Gos,
certified,
upflow, direct drive models
3020
45
MBH
input
3040
60 MBH
input
3060
MBH
3100
75
i
input
100 MBH
input
1
23 54 16.16 Oil-Fired Furnaces 0010
OIL-FIRED
6000
Oil,
UL
FURNACES
listed,
atomizing gun type burner
MBH
6020
56
6030
84 MBH output
6040
95 MBH output
6060
1
34
MBH
output
6080
151
MBH
output
output
>
r
Ea.
r
;
23 55 Fuel-Fired Heaters 23 5513 - Fuel-Fired Duct Heaters 23 55 13.16 Gas-Fired Duct Heaters 0010 0020
GAS-FIRED DUCT HEATERS, heat exchanger. Gas
0030
Includes burner, controls, stainless steel
fired, electric ignition
Indoor installotion
20 MBH output
0100
1
4
4
2,575
211
2,786
3,175
0130
200 MBH
output
2.70
5.926
3,175
310
3,485
3,950
0140
240 MBH
output
2.30
6.957
3,600
365
3,965
4,500
320 MBH
output
1.60
10
4,175
525
4,700
5,400
510
560
0180 0300
Q-5
Ea.
r
510
Ea.
2,950
211
3,161
3,575
For powered venter and adapter, add
0502
For required flue pipe, see Section
1000
Outdoor
installation, with
MBH
23 51 23.1
power venter
1020
75
1060
120 MBH output
4
4
3,275
211
3,486
3,925
1100
187
MBH
output
3
5.333
4,150
281
4,431
5,000
1140
300 MBH
output
1.80
8.889
7,325
470
7,795
8,750
1180
450 MBH
output
1.40
11.429
9,075
600
9,675
10,900
Q-5
output
r
4
4
1
F'
23 55 33 - Fuel-Fired Unit Heaters 23 55 33.13 Oil-Fired Unit Heaters 0010 6000
OIL-FIRED UNIT HEATERS, Oil fired,
Cabinet,
suspension mounted, 94
6040
140 MBH output
6060
1
84
MBH
grilles,
MBH
fan,
Ctrl.,
burner, no piping
Q-5
output
output
r
4
4
4,475
211
4,686
5,225
3
5.333
4,850
281
5,131
5,750
3
5.333
5,150
281
5,431
6,100
Ea.
23 55 33.16 Gas-Fired Unit Heaters 0010
GAS-FIRED UNIT HEATERS,
0022 1000
Cabinet,
grilles,
fan,
thermostat, no piping. For flue see Section
Gos
fired, floor
ctrls.,
burner, no piping
23 51 23.1
mounted
535
23 55 Fuel-Fired Heaters 23 55 33 - Fuel-Fired Unit Heaters 23 55 33.16 Gas-Fired Unit Heaters
Daily
Labor-
Cr 5W
Output
Hours
Unit
Q-5
10
1.600
Eo.
1100
60 MBH
1140
100
output
8
2
1180
180 MBH output
6
2000
output
MBH
Suspension mounted, propeller fan, 20
MBH
output
2014 Bare Labor
Moterial
1,075
960
105
1,065
1,200
2.667
1,375
140
1,515
1,700
8.50
1.882
1,025
99
1,124
1,275
1,345
1,500
1,515
1,725
7
2.286
1,225
120*
2060
80 MBH
output
6
2.667
1,375
140
2100
1
2240
320 MBH
5000
For
5
3.200
1,725
168
1,893
2,150
r
2
8
3,525
420
3,945
4,500
Q-5
6
2.667
760
420
powered venter and adapter, add
Wall furnace, 17.5
MBH
output
O&P
954
output
2500
IncI
84
60 MBH
output
Total
870
2040
30 MBH output
Total
Costs
Equipment
420
460
140
900
1,050
5020
24
MBH
output
5
3.200
770
168
938
1,100
5040
35
MBH
output
4
4
770
211
981
1,175
r r
r
23 56 Solar Energy Heating Equipment 23 5616 " Packaged Solar Heating Equipment 23 56 16.40 Solar Heating Systems 1
0010
SOLAR HEATING SYSTEMS System/Package
0030
pipe, insulation, or special
0500
Hot water, standard package, low temperature
prices, not including
1
0580
2 collectors,
0620 0700
3
-
'
connecting
heoting/plumbing
collector, circulator, fittings,
65
fixtures
tank
gal.
circulator, fittings,
1
20
gal.
tank
collectors, circulator, fittings,
1
20
gal.
tank
m m m
Q1
.50
32
3,575
1,650
5,225
6,425
.40
40
4,700
2,075
6,775
8,275
.34
47.059
6,325
2,450
8,775
10,700
.50
32
4,950
1,650
6,600
7,950
.40
40
6,400
2,075
8,475
10,200
.30
53.333
7,225
2,775
10,000
12,100
1,675
1,850
Fa.
Medium temperature package
0720
1
0740
2 collectors,
circulator, fittings,
1
0780
3 collectors,
circulator, fittings,
1
0980
J..-'
-i
:
R235616-60
0020
0540
.
1
collector, circulator, fittings,
For each additional
1
20
gal. tank,
80
gal.
Q-1
tank
20
gal.
tank
20
gal.
tank
add
m m m
Fa.
1,675
23 5619 - Solar Heating Components 23 56 19.50 Solar Heating Ancillary 0010 2300 2310 2400 2870 3000
3010 3040 3080
3200
SOLAR HEATING ANCILLARY Circulatars, air
Blawers Reversible fan,
20" diameter, 2 speed
1/12HP,30GPM Collector panels, air with
Wall or roof
aluminum absorber
4'x8' Flush roaf mount, 10' to 16' x
22" wide
Alum, frame, 4' x 8',
3390
Alum, frame, 4' x 10', Flat black,
4'x8'
3520
4'xlO'
3670
5/32"
single glazing
5/32"
single glazing
alum, frame, 3.5' x7.5'
3500
3650
.889
Fa. /
113
44
157
191
345
83
428
505
131
791
930
140.20
158
Q1
10
1.600
Q-9
6
2.667
Fa.
660
96
.167
L. F.
132
9.50
1.684
Fa.
6
2.667
Flat black, plastic glazing
Collector panels, liquid with copper absorber plate
3600
18
plate
3330
3540
Q-9
mount
3300
3450
m m
4' X 12.5' Liquid, full wetted, plastic,
alum, frame, 4' x 10'
Collector panel mounting, flat raof or
Roof clamps
ground rack
m m m m m m m m m m m
"
Q1
8.20
995
87
1,082
1,225
1,150
138
1,288
1,450
9
1.778
730
92
822
940
5.50
2.909
915
151
1,066
1,225
10
1.600
1,025
83
1,108
1,250
1,391
1,600
5
3.200
1,225
166
5
3.200
247
166
413
520
7
2.286
244
118
362
445
70
.229
Set
2.80
11.85
14.65
21
23 56 Solar Energy Heating Equipment 23 56 19 - Solar Heating Components 23 56 19.50 Solar Heating Ancillary two sensors
Differential controller with
Thermostat, hard wired
3930 4100
4300
Five station with digital read-out
Fluid to fluid
package includes two
4590
expansion tonk, check valve,
4600
controller, high
Heat transfer
4700 8250
Daily
Labor-
Output
Hours
Unit
2014 Bare
1
Plum
205
.039
LF.
1
Plum
8
1
Ea.
tf
Moterial
23.50
101
Labor
2.25
57.50
Totol
Costs
Equipment
Total
25.75
O&P
Ind
29.50
158.50
198
236
153
389
490
770
330
1,100
1,350
ff
3
2.667
2.50
6.400
Eo.
Heat exchanger
4580
4650
m m m
Roof strap, teflon
3700 3900
Crew
circulating
relief
pumps
valve
temperature cutoff ond sensors
fluid
Propylene glycol, inhibited anti-freeze
Water storage tank with heat exchanger and
8300
80
8380
1
8400
1
gal.
20 20
with 2" x 2
electric
element
density insulation
2" x 2
lb.
density insulation
with 2" x 2
lb.
density insuL,
gal. with
gal.
lb.
40
S.F.
heat
coil
m m m m m
Q-1
1
Plum
28
.286
Gal.
1
Plum
1.60
5
Ea.
1.40 1.40
15.45
16.45
31.90
42
1,600
288
1,888
2,200
5.714
1,825
330
2,155
2,525
5.714
2,325
330
2,655
3,050
r
23 57 Heat Exchangers for HYAtC 23 57 16 - Steam-to-Water Heat Exchangers 23 57 16.10 Shell/Tube Type Steam-to-Water Heat Exch. 0010 0016
SHELL
AND TUBE TYPE STEAM-TO-WATER HEAT EXCHANGERS
Shell
&
tube type, 2 or 4 pass,
0020
C.l.
0100
Hot water 40°F
0120
8GPM
heads,
C.l.
3/4"
0.0. copper tubes.
tube sheet, steel shell to
1
80°F, by steam at
1
0 PSI Q-5
6
2.667
2,150
Ea.
140
2,290
2,575
0140
lOGPM
5
3.200
3,250
168
3,418
3,825
0160
40GPM
4
4
5,025
211
5,236
5,850
0180
64 GPM
2
8
7,700
420
8,120
9,075
0200
96GPM
1
16
10,300
840
11,140
12,600
0220
120 GPM
Q-6
1.50
16
13,500
875
14,375
16,200
Q-6
.80
30
35,600
1,650
37,250
41,700
23 5719 - Liquid-to-Liquid Heat Exchangers 23 57 19.13 Plate-Type, Liquid-to-Liquid Heat Exchangers 0010 3000 3100
PLATE-TYPE, LIQUID-TO-LIQUID HEAT
EXCHANGERS
Plate type.
400 GPM
Ea.
ft
3120
800 GPM
3140
1200 GPM
3160
1800 GPM
Q-7
.50
48
61,500
2,625
64,125
71,500
.34
94.118
91,500
5,250
96,750
108,500
.24
133
121,000
7,425
128,425
144,000
2,650
140
2,790
3,100
3,750
168
3,918
4,375
5,675
211
5,886
6,550
10,300
560
10,860
12,200
/f
23 57 19.16 Shell-Type, Liquid-to-Liquid Heat Exchangers OOl 0 1
000
SHELL-TYPE, LIQUID-TO-LIQUID HEAT Hot water 40°F to
1
40°F, by water at
EXCHANGERS 200°F
GPM
1020
7
6
2.667
1040
16
GPM
5
3.200
1060
34 GPM
4
Q-5
Ea.
4 1
1100
74 GPM
;
, r
1.50
10.667
1
;
537
23 62 Packaged Compressor and Condenser Units 23 6213 - Packaged Air-Cooled Refrigerant Compressor and Condenser Units 23 62 13.10 Packaged Air-Cooled 001 0
0020 0030
Condensing Units
Refrig.
Daily
Labor-
Crew
Output
Hours
Unit
Q-5
2.50
6.400
Ea.
1,300
335
1,635
1,925
.60
26.667
2,475
1,400
3,875
4,825
.50
32
5,325
1,675
7,000
8,400
.40
60
i
12,000
3,275
15,275
18,200
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
PACKAGED AIR-COOLED REFRIGERANT CONDENSING UNITS Condensing unit Air cooled,
compressor, standard controls
0050
1.5 ton
0500
5 ton
0600
10 ton
:
0700
20
r
ton
Q-6
:
:
23 63 Refrigerant Condensers 23 63 13 - Air-Cooleci Refrigerant Condensers 23 63 13.10 Air-Cooled 0010
Refrig.
Condensers
AIR-COOLED REFRIG. CONDENSERS,
0080
Air cooled, belt drive, propeller
0240
50
0280
Ratings far
30°F
TO, R
22
fan
Q -6
ton
.69
34.985
10,600
1,900
12,500
14,500
59 ton
.58
41.308
12,700
2,250
14,950
17,400
0320
73
ton
.47
51.173
16,600
2,800
19,400
22,500
0360
86
ton
.40
60.302
19,200
3,300
22,500
26,100
0380
88
ton
.39
61.697
20,600
3,375
23,975
27,800
1550
7
’T
r
Air cooled, direct drive, propeller fan
1590
1
3.80
4.211
725
222
947
1,125
1600
1-1/2 ton
3.60
4.444
890
234
1,124
1,325
1620
2 ton
3.20
5
955
263
1,218
1,450
1640
5 ton
2
8
1,950
420
2,370
2,750
1660
10 ton
1.40
11.429
3,000
600
3,600
4,200
1690
16 ton
1.10
14.545
4,225
765
4,990
5,800
1720
26
.84
19.002
5,450
1,000
6,450
7,500
1760
41 ton
.77
31.008
10,300
1,700
12,000
13,900
1800
63
.55
44.037
16,100
2,400
18,500
21,400
.13
240
125,000
13,400
138,400
157,500
366,500
18,000
384,500
430,000
Q-5
ton
ton
r
Q-6
Ea.
r
ton
23 64 Packaged Water Chillers 23 64 13 - Absorption Water
Chillers
23 64 13.16 Indirect-Fired Absorption Water 0010 0020
INDIRECT-FIRED ABSORPTION Steam
WATER CHILLERS
or hot water, water cooled
0050
1
0400
00
420
Q-7
ton
n
23 64 16.10 Centrifugal Type Water
0020
CENTRIFUGAL TYPE WATER CHILLERS, Centrifugal liquid
0030 0100
chiller,
0600
0980
538
323
Q-7
.07
477
Ea.
895,000
26,600
921,600
1,025,000
Q-7
.25
129
Ea.
75,000
7,175
82,175
93,500
Chillers
With standard controls
water cooled
not including water tower
2000
ton (twin
1000
ton units)
23 64 19.10 Reciprocating Type Water
0494
"
Chillers
23 6419 - Reciprocating Water 0010
Ea.
.10
ton
23 6416 - Centrifugal Water 0010
Chillers
RECIPROCATING TYPE WATER CHILLERS, Water
chillers, integral air
1
00
Chillers
Chillers
With standard controls
cooled condenser
ton cooling
Water cooled, multiple compressor, semi-hermetic, tower not
inch
23
6419 "
Reciprocating Water Chillers
23 64 19.10 Reciprocating Type Water Chillers
Labor-
Output
Hours
Unit
Q-6
.36
65.934
Ea.
19,400
3,600
23,000
26,700
Q-7
.41
78.049
19,900
4,350
24,250
28,500
2014 Bare Material
Labor
Total
Costs
Equipment
Total
O&P
IncI
1000
1
1020
25 ton
1060
35
ton cooling
.31
101
24,800
5,675
30,475
35,900
1090
45
ton cooling
.29
111
35,100
6,200
41,300
48,000
1100
50
ton cooling
.28
113
36,500
6,350
42,850
49,800
1160
1
00
ton cooling
.18
179
62,000
10,000
72,000
83,500
1180
125
ton cooling
.16
196
71,000
10,900
81,900
94,500
1200
145
ton cooling
.16
202
82,000
11,300
93,300
107,500
cooling
Water cooled, dual compressors, semi-hermetic, tower not
1451
I
5 ton cooling
Daily
Crew
inch
Q-7
1500
80
.14
222
29,600
12,400
42,000
51,500
1520
100
ton cooling
.14
228
40,000
12,700
52,700
63,000
1540
1
20
ton cooling
.14
231
48,500
12,900
61,400
73,000
.34
94.118
20,500
5,250
25,750
30,400
.37
86.486
22,200
4,825
27,025
31,700
.34
94.118
28,200
5,250
33,450
38,900
.30
108
36,700
6,025
42,725
49,500
.57
28.070
3,500
1,475
4,975
6,075
.57
28.070
4,175
1,475
5,650
6,825
ton cooling
23 64 23 " Scroll Water
Eo.
Chillers
23 64 23.10 Scroll Water Chillers 0010 0480
SCROLL WATER CHILLERS, Packaged w/integral
air
With standard controls
cooled condenser
0482
10 ton cooling
0490
1
0500
20
ton cooling
0520
40
ton cooling
Q-7
5 ton cooling
Ea.
I
0680
Scroll
i
water cooled, single compressor, hermetic, tower not inch
Q-5
0700
2 ton cooling
0710
5 ton cooling
0740
8 ton cooling
.31
52.117
5,750
2,750
8,500
10,500
0760
10 ton cooling
Q-6
.36
67.039
6,625
3,650
10,275
12,800
0800
20
Q-7
.38
83.990
11,800
4,675
16,475
20,100
.33
96.096
13,200
5,350
18,550
22,700
.14
228
91,500
12,700
104,200
119,500
ton cooling
Ea.
ff
0820
I
30
23 64 26
ton cooling
Rotary-Screw Water Chillers
23 64 26.10 Rotary-Screw Type Water 0010 0110
ROTARY-SCREW TYPE WATER CHILLERS, Screw,
liquid chiller, air cooled, insulated
Chillers
With standard controls
evaporator
0120
1
30
ton
0124
1
60
ton
.13
246
112,500
13,700
126,200
144,000
0128
1
80
ton
.13
250
126,500
13,900
140,400
160,000
0132
210
ton
.12
258
139,000
14,400
153,400
174,500
0136
270
ton
.12
266
159,000
14,900
173,900
197,500
0140
320
ton
.12
275
199,500
15,400
214,900
242,500
44,600
12,500
57,100
68,000
82,000
14,000
96,000
111,000
167,500
15,400
182,900
207,000
69,000
13,400
82,400
95,500
95,000
13,900
108,900
125,500
99,000
14,500
113,500
131,000
0200
Packaged
unit,
Q-7
1r
Ea.
water cooled, not inch tower
0210
80
.14
223
0240
200
ton
.13
251
350
ton
.12
275
,f
.13
240
Ea.
.13
250
.12
260
0270 1450
Q-7
ton
Ea.
Water cooled, tower not included
1580
1
50
ton cooling, screw compressors
1620
200
ton cooling, screw compressors
1660
291 ton
cooling, screw compressors
Q-7
f
^r
539
23 65 Cooling Towers 23 6513 - Forced-Draft Cooling Towers 23 65 13.10 Forced-Draft Type Cooling Towers 0010
FORCED-DRAFT TYPE COOLING TOWERS,
0070
Galvanized steel
0080
Induced
0100
Packaged
Daily
Labor-
Crew
Output
Hours
Unit
Moterial
Q -6
90
.267
TonAC
211
14.55
2014 Bare
Total
Costs
Equipment
Total
Ind
O&P
anils
draft, crossflaw
Vertical, belt drive,
61 tons
0150
1
00
ton
100
.240
203
0200
115
ton
109
.220
177
0250
131 ton
0260
162
1000
Labor
ton
s* ^
225.55
254
13.10
216.10
244
12
189
213
120
.200
213
10.90
223.90
251
1 r
132
.182
172
9.95
181.95
204
Q-6
126
.190
For higher capacities, use multiples
1500
Induced
1900
air,
double flow
Vertical,
gear drive,
«
167
ton
167
10.40
177.40
199
2000
297
ton
129
.186
103
10.15
113.15
128
2100
582
ton
132
.182
57
9.95
66.95
78
2150
849
ton
142
.169
77
9.25
86.25
98.50
2200
1016
1 r
150
.160
77.50
8.75
86.25
98.50
0-6
38
.632
34.50
139.50
168
3000 3500
ton
For higher capacities, use multiples For
pumps and
piping,
odd
For absorption systems, add
4100
Cooling water chemical feeder
5000
Fiberglass tower on galvanized steel support structure
Draw
TonAC f
4000
5010
TonAC
105
75%
75%
0-5
3
5.333
Ea.
365
281
646
825
06
1.40
17.143
Fa.
13,100
935
14,035
15,800
thru
5100
1
00
ton
5120
1
20
ton
1.20
20
15,200
1,100
16,300
18,500
5140
1
40
ton
1
24
16,500
1,300
17,800
20,100
5160
1
60
ton
.80
30
18,300
1,650
19,950
22,600
5180
1
80
ton
.65
36.923
20,800
2,025
22,825
26,000
200
ton
.48
50
23,500
2,725
26,225
30,000
26,500
875
27,375
30,500
32,100
1,325
33,425
37,300
40,800
3,050
43,850
49,500
40,800
5,950
46,750
54,000
5200 5300 5360 6000 6010
30%
For stainless steel suppart structure, odd For higher capacities, use multiples of each size Stainless steel
Induced draft, crossflow, horizontal, belt drive
6100
57 ton
6120
06
1.50
16
91 ton
.99
24.242
6140
niton
.43
55.814
6160
126
.22
109
Eo.
1
ton
23 73 Indoor Central-Station Air-Handling Units 23 7313 - Modular Indoor Central-Station Alr-Handling Units 23 73 13.10 Air-Handling Units 0010 0100 0880 0890
AIR-HANDLING UNITS, With cooling/heating
Built
coil
Up
section, filters, mixing
box
Single zone, horizontal/vertical
Constant volume
0900
1600 CFM
0-5
1.20
13.333
0920
5000 CFM
Q -6
1.40
17.143
9,300
935
10,235
11,600
0940
1
1
24
18,800
1,300
20,100
22,700
1,500 CFM
Ea.
3,575
700
4,275
4,975
0970
22,000 CFM
.60
40
36,000
2,175
38,175
42,900
1000
40,000 CFM
.30
80
55,000
4,375
59,375
67,000
540
23 73 Indoor Central-Station Air-Handling Units 23 73 39.10 Make-Up Air Unit 0010 0020 0032 0040
Doily
Labor-
Crew
Output
Hours
Unit
Q-6
Ea.
2014 Bore Moteriol
Labor
Total
Costs
Equipment
Total
IncI
O&P
MAKE-UP AIR UNIT Indoor suspension, noturol/LP gas, direct fired,
standard control. For flue see Section
70°F temperature
MBH
MBH
rise,
23 51 23.10
input
is
0100
75
3.60
6.667
4,900
365
5,265
5,950
0160
150 MBH
input
3
8
5,975
435
6,410
7,225
0220
225 MBH
input
2.40
10
6,675
545
7,220
8,175
0300
400 MBH
input
1.60
15
16,600
820
17,420
19,400
0600
input
V
5%
For discharge louver assembly, add
0700
For
filters,
0800
For
air shut-off
10 %
add
damper
30%
add
section,
23 74 Packaged Outdoor
HW Equipment ^
23 74 33 - Dedicated Outdoor-Air Units 23 74 33.10 Rooftop Air Conditioners 0010 1000
ROOFTOP AIR CONDITIONERS,
Standard controls, curb, economizer
Single zone, electric cool, gas heot
1100
3 ton cooling, 60
MBH
heating
1120
4 ton cooling, 95
MBH
heating
22.857
3,850
1,200
5,050
6,050
.61
26.403
4,525
1,400
5,925
7,075
Ea.
heating
.56
28.521
5,275
1,500
6,775
8,075
heating
.52
30.769
6,200
1,625
7,825
9,275
11,500
1 1
1
1150
7.5 ton cooling, 170
1156
8.5 ton cooling,
1160
10 ton
1170
12.5 ton cooling, 230
1190
17.5 ton cooling,
1200
20
ton cooling,
360 MBH
heating
1210
25
tan cooling,
450 MBH
heating
1220
30
tan cooling,
540 MBH
heating
1240
40
ton cooling,
675 MBH
heating
2
MBH
heating
.50
32.258
8,125
1,700
9,825
170 MBH
heating
.46
34.783
8,800
1,825
10,625
12,500
.67
35.982
11,600
1,975
13,575
15,800
200 MBH
r
Q-6
heating
MBH
heating
.63
37.975
14,900
2,075
16,975
19,500
330 MBH
heating
.52
45.889
17,800
2,500
20,300
23,400
.67
47.976
23,800
2,675
26,475
30,100
.56
57.554
27,700
3,200
30,900
35,400
.47
68.376
28,600
3,800
32,400
37,300
.35
91.168
,r
36,900
5,075
41,975
48,300
Ea.
65,000
2,925
67,925
76,000
70,000
3,350
73,350
82,000
6,350
128,850
144,000
1r
Q-7
1 r
Multizone, electric cool, gas heat, economizer
2100
1
360 MBH
heating
2120
20
ton cooling,
360 MBH
heating
2200
40
ton cooling,
540 MBH
heating
2210
50
ton cooling,
540 MBH
heating
2220
70
ton cooling,
1
2240
80
ton cooling,
2260
90
ton cooling,
2280
.70
MBH
5 ton cooling,
6 ton cooling,
2000
Q-5
40 MBH
1140 1145
cooling,
R236000-20
1
5 ton cooling,
05
\
;
-
.61
52.545
.53
60.038
.28
113
122,500
.23
142
152,000
7,925
159,925
179,500
500 MBH
heating
.16
198
164,500
11,100
175,600
197,500
1
500 MBH
heating
.14
228
188,000
12,700
200,700
226,000
1
500 MBH
heating
.13
256
197,500
14,300
211,800
238,500
.11
290
217,500
16,200
233,700
263,500
ton cooling,
1
500 MBH
2400
For hot water heat
2500
For steam heat
2600
For electric heat, deduct
coil,
coil,
Q-7
deduct
deduct
heating
r
5% 2% 3%
5%
541
23 81 Decentralized Unitary HYAC Equipment 23 81 13 - Packaged Terminal Air-Conditioners 23 81 13.10 Packaged Cabinet lype Air-Conditioners 0010
0100
PACKAGED CABINET TYPE AIR-CONDITIONERS, louver, electric heat, thermostat,
Daily
Labor-
Output
Hours
2014 Bare Unit
Materiol
Labor
Total
Costs
Equipment
Total
IncI
O&P
Cabinet, wall sleeve.
1
manual changeover, 208 V
0200
6,000 BTUH
cooling,
8800 BTU
0220
9,000 BTUH
cooling,
13,900 BTU heat
0240
12,000 BTUH
cooling,
0260
15,000 BTUH
cooling,
Q-5
heat
Jo.
6
2.667
775
140
915
1,075
5
3.200
850
168
1,018
1,200
13,900 BTU heat
4
4
920
211
1,131
1,325
13,900 BTU heat
3
5.333
1,150
281
1,431
1,700
5,375
0500
For hot water
1000
For steam, increase heat output by
s7
0%, add
5%
10%
30%, add
8%
10%
increase heat by
coil,
Crew
1
23 81 19 - Self-Contained Air-Conditioners 4
23 81 19.20 Self-Contained Single Package 0010 0100 0110
SELF-CONTAINED SINGLE PACKAGE Air
cooled, for free blow or duct, not inch remote condenser
Constant volume
0200
3 ton cooling
Q-5
1
16
3,750
840
4,590
0220
5 ton cooling
Q-6
1.20
20
4,450
1,100
5,550
6,550
0240
10 ton
Q-7
1
32
7,375
1,775
9,150
10,800
0260
20
ton cooling
.90
35.556
17,200
1,975
19,175
21,900
0280
30
ton cooling
.80
40
25,300
2,225
27,525
31,200
0340
60
ton cooling
.40
80
56,000
4,450
60,588
68,500
5,025
6,050
cooling
r
Q-8
0490
For duct mounting no price change
0500
For steam heating
1000 1010
Water cooled
for free
blow
coils,
add
or duct, not including
Ea.
W Ea.
10%
138
10%
tower
Constant volume
1100
Q-6
3 ton cooling
1
24
Ea.
3,725
1,300
/
1120
5 ton cooling
1140
1
1160
20
ton cooling
.80
40
1180
30
ton cooling
.70
45.714
Q-7
0 ton cooling
r
1
24
4,850
1,300
6,150
7,325
.90
35.556
9,075
1,975
11,050
13,000
28,600
2,225
30,825
34,800
37,900
2,550
40,450
45,600
18,200
1,675
19,875
22,700
19,500
1,875
21,375
24,200
r
23 81 23 - Computer-Room Air-Conditioners 23 81 23.10 Computer Room Units 0010 1000 1020
COMPUTER ROOM UNITS Air cooled, includes
remote condenser but not
interconnecting tubing or refrigerant
Q-5
1080
3 ton
.50
32
1120
5 ton
.45
35.556
1160
6 ton
.30
53.333
35,900
2,800
38,700
43,800
1200
8 ton
.27
59.259
36,400
3,125
39,525
44,700
1240
10
ton
.25
64
38,000
3,375
41,375
46,900
1260
12 ton
.24
66.667
39,300
3,500
42,800
48,600
1280
15 ton
.22
72.727
41,800
3,825
45,625
52,000
1290
18 ton
.20
80
47,900
4,200
52,100
59,000
1300
20
.26
92.308
50,000
5,050
55,050
62,500
.24
100
50,500
5,450
55,950
64,000
> r
.21
114
62,500
6,250
68,750
78,000
Q-5
.74
21.622
13,900
1,150
15,050
17,000
1r
Q
ton
1320
22
ton
1360
30
ton
2200
Chilled water, for connection to
2220
existing chiller
2260
system
of
6
Ea.
adequate capacity
5 ton
Ea;
23 81 43 - Air-Source Unitary Heat Pumps 23 81 43.10 Air-Source Heat Pumps 1
0010 1000
542
AIR-SOURCE HEAT PUMPS, Air to air, split
Not including interconnecting tubing
system, not including curbs, pads, fan
coil
and ductwork
3
23 81 43 ~ Air-Source Unitary Heat Pumps 23 81 43.10 Air-Source Heat Pumps 1012
Outside condensing unit only, for fan
1020
2 ton cooling, 8.5
1060
5 ton cooling,
1080
7.5 ton cooling, 33
1100
1
0 ton cooling,
1120
1
5 ton cooling,
1130
20
ton cooling,
1140
25
ton cooling,
1500
MBH
coil
heat
Crew see Section
@ 0°F
@ 0°F 50 MBH heat @ 0°F 64 MBH heat @ 0°F 85 MBH heat @ 0°F MBH heat @ 0°F 1
MBH
Q-5
heat
7 Q-6
9
1
Labor-
Hours
Unit
Ea.
2014 Bore Material
Labor
Total
Costs
Equipment
Ind
Totol
O&P
23 82 19.10
MBH heot@ 0°F
27
Daily
Output
2
8
2,300
420
2,720
3,175
.50
32
3,625
1,675
5,300
6,525
.45
35.556
6,325
1,875
8,200
9,800
.64
37.500
8,675
2,050
10,725
12,700
.50
48
13,400
2,625
16,025
18,800
.35
68.571
17,000
3,750
20,750
24,400
.25
96
20,400
5,250
25,650
30,400
1.50
10.667
2,950
560
3,510
4,100
.96
16.667
4,125
880
5,005
5,875
.40
40
7,250
2,100
9,350
11,200
2
8
1,825
420
2,245
2,625
Single package, not including curbs, pads, or plenums
1520
2 ton cooling, 6.5
1580
4 ton cooling,
1640
7.5 ton cooling,
1
MBH heat@ 0°F MBH
3
heat
MBH
35
Q-5
@ 0°F @ 0°F
heat
Ea.
23 81 46 - Water-Source Unitary Heat Pumps 23 81 46.10 Water Source Heat Pumps 0010 2000
WATER SOURCE HEAT PUMPS, Water source
to
single
package 1
3
MBH
heot
2 ton cooling,
1
9
MBH
heat
5 ton cooling,
29 MBH heot
2100
1
2140 2220
3960
air,
Not inch connecting tubing or water source
ton cooling,
For supplementary heot
4000
For increase
4020
coil,
@ 75°F @ 75°F @ 75°F
Q-5
Ea.
1.70
9.412
2,050
495
2,545
3,000
.90
17.778
3,025
935
3,960
4,750
10%
add
capacity thru use
in
of solar collector, size boiler at
60%
23 82 Convection Heating and Cooling Units 23 8216 X Air Coils 23 8216.10 Flanged Coils 0010
FLANGED COILS
-
48"
water cooling, 6 rows, 24" x
0500
Chilled
1000
Direct expansion cooling, 6 rows,
1500
Hot water heating,
2000
Steam
heating,
1
row,
1
row,
24"
24"
x
x
24"
x
Q-5
48"
48"
48"
3.20
5
4,025
263
4,288
2.80
5.714
4,350
300
4,650
5,250
4
4
1,600
211
1,811
2,100
3.06
5.229
2,275
275
2,550
2,925
16
1.250
Eo.
4,825
23 82 16.20 Duct Heaters 0010
DUCT HEATERS,
0020
Finned tubular
8" wide
0100
480
Electric,
insert,
X
V,
3 Ph.
500°F
6" high, 4.0
kW
Q-20
62.50
857.50
1.333
1,325
66.50
1,391.50
1,550
1.429
1,850
71.50
1,921.50
2,125
13
1.538
2,375
77
2,452
2,725
12
1.667
2,900
83.50
2,983.50
3,325
15
1.333
845
66.50
911.50
1,025
12
1.667
2,450
83.50
2,533.50
2,825
13
1.538
1,000
77
1,077
1,225
10
2
3,075
100
3,175
3,525
8
2
810
105
915
1,050
6
2.667
935
140
1,075
1,225
12"
high,
8.0
15
0140
1
8"
high,
12.0
kW
14
0160
24"
high,
16.0
kW
0180
30"
high,
20.0
kW
0300
1
2" wide X 6" high, 6.7
24"
0360
24" wide
0700
24"
0760 8000
To obtain
kW
high,
X
6"
23 82 19 > Fan
kW
high,
17.8
high, 71.1
BTU multiply
kW
26.7
kW
kW
kW
970
795
0120
Ea.
by 341
Coil Units
23 82 19.10 Fan Coil Air Conditioning 0010
FAN COIL AIR CONDITIONING
0030
Fan
0100
Chilled water,
0120
coil
AC, cabinet mounted,
1
1
/2
ton cooling
ton cooling
filters
and controls Q-5
Eo.
543
23 82 Convection Heating and Cooling Units 23 82 19 > Fan 23 82 19,10 Fan
Coil Air Conditioning
0140
1.5 ton cooling
0150
•
0180
Daily
Labor-
Crew
Output
Hours
Unit
Q5
5.50
2.909
Fa.
5.25 4
2 ton cooling 3 ton cooling
0262
0940
Coil Units
For hot woter
r
unit,
1
.5 ton cooling
Q-5
Total
Costs
Equipment
Totol
IncI
O&P
153
1,178
1,350
3.048
1,250
160
1,410
1,625
4
1,875
211
2,086
2,400
923
1,075
40%
w/oir cooled condensing
Labor
1,025
odd
coil,
Direct expansion, for use
2014 Bare Material
10%
3.200
755
168
3
5.333
1,450
281
1,731
2,025
2.60
9.231
3,175
505
3,680
4,250
.70
34.286
6,250
1,875
8,125
9,700
i
i
*
5
Eo.
i
t
1000
5 ton cooling
1040
1
1060
20
Q-6
0 ton cooling
t
1500
ton cooling
For hot woter
40%
odd
coil,
:
,
10% i
23 82 19,20 Heating and Ventilating Units 0010 0020
HEATING AND VENTILATING UNITS, Includes
filter,
heoting/cooling
coils,
750 CFM, 2tons
0080 0120
1250 CFM,
0140
1
Classroom units
standard controls
Q-6
cooling
3 tons cooling
500 CFM, 4
tons cooling
2
12
Ea.
4,050
655
4,705
5,475
1.40
17.143
4,950
935
5,885
6,875
.80
30
5,300
1,650
6,950
8,300
.
^
35%
0500
For electric heat, odd
1000
For no cooling, deduct
25%
1
10%
f
23 82 27 - Infrared Units 23 82 27,10 Infrared Type Heating Units 0010 0020
1
INFRARED TYPE HEATING UNITS Gas
0030
unvented,
fired,
electric ignition,
100%
“
shutoff.
Piping and wiring not included ’
0060
Input,
15
MBH
Q-5
7
2.286
Eo.
555
120
675
790 1,525
0120
45MBH
5
3.200
1,150
168
1,318
0160
60 MBH
4
4
1,200
211
1,411
1,650
0240
120 MBH
2
8
1,500
420
1,920
2,275
1000
Gas
r
vented, electric ignition, tubular
fired,
'
1020 1030
Piping
and wiring not included, 20'
Single stage, input,
to
80' lengths
60 MBH
Q-6
4.50
5.333
Ea.
1,400
291
1,691
2,000
( '
1040
80 MBH
3.90
6.154
1,400
335
1,735
2,050
1050
100 MBH
3.40
7.059
1,400
385
1,785
2,125
1060
125
MBH
2.90
8.276
1,625
450
2,075
2,450
1070
150 MBH
2.70
8.889
1,625
485
2,110
2,500
1080
170 MBH
2.50
9.600
1,625
525
2,150
2,575
1090
200 MBH
2.20
10.909
1,825
595
2,420
2,900
4.50
5.333
1,525
291
1,816
2,125
335
1,860
2,175
1
may
1100
Note: Final pricing
1110
tube length and configuration package selected
1130
Two
stage, input,
1140
80 MBH
1150
100 MBH
60 MBH
high,
45 MBH low
high,
Q-6
60 MBH low
high,
65
MBH MBH
low
1160
125 MBH
high,
95
1170
150 MBH
high,
100 MBH low
low
MBH
6.154
1,525
3.40
7.059
1,525
385
1,910
2,250
2,175
2,575
2.90
8.276
1,725
450
2.70
8.889
1,725
485
2,210
2,625
1,925
525
2,450
2,925
1,925
595
2,520
3,025
170 MBH
high,
125
low
2.50
9.600
1190
200 MBH
high,
150 MBH low
2.20
10.909
46
.348
1220
Note: Final pricing
1230
tube length and configuration pockoge selected
Ea.
3.90
1180
may
1f
vary due to
1r
vary due to
23 82 29 - Radiators 23 82 29,10 Hydronic Heating 0010 1000 1100
544
HYDRONIC HEATING,
Terminal units, not inch moin supply pipe
Radiation Panel, baseboard,
C.I.,
including supports,
no covers
Q-5
L.F.
36.50
18.30
54.80
67.50
'
!
^
23 82 Convection Heating and Cooling Units 23 82 29 > Radiators 23 82 29.10 Hydronic Heating 3000 3100
3250
9510
Labor-
Output
Hours
Unit
Q-5
96
.167
Section
96
.167
32
.250
Ea.
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
Radiafors, cast iron
25"
Free standing or wall hung, 6 tube,
4 tube,
3200
9500
Daily
Crew
1
SFR
BTU
to
n
2 per wall radiator up to
Adj. brackets,
To convert
high
9" high
Hot water,
rating;
Forced hot water,
80
1
1
x SFR; steam,
30
sections
1
Stpi
44
8.80
52.80
62
30.50
8.80
39.30
47
34
14.65
48.65
59.50
ft
50 x SFR
240
x SFR
23 82 33 - Convectors 23 82 33«10 Convector Units 0010 2204
CONVECTOR
• UNITS,
Terminal units, not inch main supply pipe
Convector, multifin, 2 pipe w/cabinet
2210
17"Hx24"L
10
1.600
99
84
183
236
2214
17"Hx36"L
8.60
1.860
148
98
246
310
2218
17"Hx48"L
7.40
2.162
198
114
312
390
2222
21"Hx24"L
9
1.778
99
192.50
250
2226
21"Hx36"L
8.20
1.951
148
103
251
320
2228
21"Hx48"L
6.80
2.353
198
124
322
405
2240
Q-5
140%
For knob operated damper, add
Q-5
2241
For metal trim strips, add
2243
For snap-on inlet
2245
For hinged access door, add
2246
For
64
.250
air
Ea.
add
grille,
Q-5
64
.250
58
.276
38
.421
/t
I
7
93.50
chamber, auto-venting, odd
Ea.
32.40
41
13.15
48.65
59
14.50
21.35
29.50
42
22
64
79.50
39.50
23.50
63
78.50
19.25
13.15
10%
10%
35.50 6.85
/f
23 82 36 - Finned-Tlibe Radiation Heaters 23 82 36«10 Finned Tube Radiation 0010 1150
FINNED TUBE RADIATION, 1
1-1/4" copper
1200
1-1/4"
1250 1500
hung,
Fin tube, wall
Terminal units, not inch moin supply pipe
4" slope top
Note:
fin
cover, with
/4"
4-1/4"
steel tube,
may
tube
tube, 4-1
alum,
damper Q-5
fin
steel fin
IF. ft
ft
36
.444
12
1.333
also require corners, cops, etc.
23 82 39 - Unit Heaters 23 82 39*16 Propeller Unit Heaters 0010 3950
PROPELLER UNIT HEATERS Unit heaters, propeller,
1 1
5 V 2
psi
steam, 60°F entering
air
2
MBH
4060
43.9
MBH
8
2
4140
96.8
MBH
6
2.667
4180
157.6
MBH
4
4
4240
286.9
MBH
4260
364 MBH
4000
4270 4300 4310
Horizontal,
1
Q-5
404 MBH Vertical diffuser
Vertical flow,
same
Q-5
MBH
58.5
4326
131.0
MBH
4346
297.0
MBH
4354
420 MBH,(460
4358
500 MBH, (460
4362
360
70
430
500
545
105
650
760
795
140
1,050
21
1
935
1,075
1,261
1,500
2
8
1,650
420
2,070
2,450
1.80
8.889
2,075
470
2,545
2,975
1.60
10
2,150
525
2,675
3,175
11
1.455
price
40 MBH
4314
Ea.
Ea.
540
76.50
616.50
710
8
2
560
105
665
775
4
4
845
211
1,056
1,250
1.80
8.889
1,600
470
2,070
2,475
1.80
13.333
2,150
730
2,880
3,475
V)
1.71
14.035
2,875
765
3,640
4,300
570 MBH, (460
V)
1.40
17.143
3,925
935
4,860
5,750
4366
620 MBH, (460
V)
1.30
18.462
3,925
1,000
4,925
5,850
4370
960 MBH, (460
V)
1.10
21.818
7,450
1,200
8,650
10,000
7 V)
Q-6
545
23 83 Radiant Heating Units 23 83 16 - Radiant-Heating Hydronic Piping 23 83 16.10 Radiant Floor Heating 0010 0100 0110
Crew
Daily
Labor-
Output
Hours
Material
Labor
Total
Costs
Equipment
Total
Tubing,
PEX
O&P
-
(cross-linked polyethylene)
Oxygen
barrier type for
systems with ferrous moterials
1/2"
800
.020
0130
3/4"
535
.030
0140
1"
400
.040
800
.020
Q-5
r
Non
IncI
h-
RADIANT FLOOR HEATING
0120
0200
2014 Bare Unit
L
1.02
F.
^
-• ^
1.05
2.07
2.71
1.44
1.57
3.01
3.96
2.25
2.11
4.36
5.65
.58
1.05
1.63
2.23
systems
barrier type for ferrous free
0210
1/2"
0220
3/4"
535
.030
1.05
1.57
2.62
3.54
0230
1"
400
.040
1.46
2.11
3.57
4.79
14
1.143
13.50 13
1000
Manifolds
1110
Brass
Q-5
1120
With supply and return valves, flow meter, thermometer.
1122
auto
air
1", 2 circuit
1140
1", 3 circuit
1150
1",
1154
1", 5 circuit
1158
1", 6 circuit
1162 1166 1172
1
1174
1",
1178
1", 11 circuit
Q-5
60
305
1.185
280
62.50
342.50
405
1.231
305
65
370
435
12.50
1.280
365
67.50
432.50
500
12
1.333
395
70
465
540
1", 7 circuit
11.50
1.391
430
73.50
503.50
585
1", 8 circuit
11
1.455
480
76.50
556.50
640
10.50
1.524
515
80
595
685
4
9
",
circuit
circuit
10
12
1",
circuit
circuit
1r
Copper manifold header, (cut
1620
1" header,
1630
1-1/4" heoder,
1640
1-1
1650
1-1/2" header, 12
1660
2" heoder,
3110
/4"
12-1 /2"
header,
1
2
sweat
12-1 /2" 1
2
Ea.
360
10
1.600
555
84
639
735
9.50
1.684
575
88.50
663.50
770
9
1.778
635
93.50
728.50
840
3.33
4.805
91
253
344
480
3.20
5
106
263
369
515
to size)
Q-5
outlets
Ea.
sweat
outlets
- 3/4" sweat
outlets
3
5.333
114
281
395
550
-3/4"
outlets
3.10
5.161
139
272
411
565
2.90
5.517
201
290
491
660
40
.400
sweat
- 3/4" sweat
outlets
r
J7
Valves
Q-5
Thermostatic zone valve actuator with end switch Thermostatic zone valve actuator
3120
Motorized straight zone valve with operotor complete
3130
3/4"
3140
1"
Q-5
1-1/4"
3150 4
Vl/ay
38.50
Ea. t
f
3114
3500
,r
245
1610
3000
F.
vent and drain/fill valve.
1130
1182
L
36
.444
35
.457
32
.500
29.60
.541
21
59.50
74.50
23.50
104.50
125
130
24
154
180
141
26.50
167.50
195
,
179
28.50
207.50
240
Ea.
81
Ea.
mixing valve, manual, brass
3530
1"
13.30
1.203
180
63.50
243.50
294
3540
1-1/4"
11.40
1.404
195
74
269
325
3550
1-1/2"
11
1.455
249
76.50
325.50
390
3560
2"
1.509:
350
79.50
429.50
510
3800
Mixing valve motor, 4
.471
310
25
335
380
30
.533
355
28
383
435
20
.800
163
42
205
243
18
.889
226
47
273
320
3810 5000
Q-5
10.60
Mixing valve motor, 4
way way
for valves,
for
1
" and
1 -1
/4"
4 Zone actuator valve control, expandable
5130
6 Zone actuator valve
6070
Thermal track, straight panel
6080
Thermal
control,
for long
Q-5
expandable
continuous runs, 5.333
track, utility panel, for direction reverse at run end,
6090
Combination panel,
7000
PEX tubing
546
r
,r
Radiant floor heating, zone control panel
5120
7100
34
2" valves, 1-1 /2" and
for direction reverse plus straight run,
fittings
Compression type
S.F.
5.333
5.333
S.F.
S.F.
1r
40
.400
40
.400
40
^
Ea.
' 1
47.50
61.50
26.50
21
26.50
21
47.50
61.50
21
47.50
61.50
,
.400 :
i
26.50
23 83 Radiant Heating Units 23 83 16 - Radiant-Heating Hydronic Piping 23 83 16.10 Radiant Floor Heating
Daily
Labor-
Output
Hours
Unit
27
.296
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
IndO&P
Total
Coupling
7116
7120
l/2"xl/2"
7124
3/4"
7130
Crew
X
1
Stpi
6.70
17.35
24.05
33.50
10.60
20.50
31.10
42
f
3/4"
23
.348
Adapter
1/2"
7132
1/2"
27
.296
4.36
17.35
21.71
31
7134
l/2"x
female sweat
3/4"
26
.308
4.88
18
22.88
32.50
5/8"
female sweat
3/4"
24
.333
7
19.50
26.50
37
X female sweat
1/2"
7136 7140
X female sweat
X
Stpi
Ea.
Elbow
7142
1/2"
7144
/2" 1
X
7146
5/8"
X female sweat
7200
1
27
.296
6.65
17.35
24
33.50
femole sweat 3/4"
26
.308
7.80
18
25.80
35.50
3/4"
24
.333
8.75
19.50
28.25
39
2.59
16.15
18.74
27.50
3.81
17.35
21.16
3D
1
Stpi
Ea.
Insert type
PEX X male NPT
7206
7210
1/2"
X
1/2"
7220
3/4"
X
3/4"
7230
l"xl"
7300
PEX coupling
7310
1/2"
X
1/2"
7320
3/4"
X
3/4"
7330
l"xl"
1
7400
PEX
.276
27
.296
'
26
.308
r
6.45
18
24.45
34
Stpi
30
.267
Ea.
1.76
15.60
17.36
25.50
Ea.
29
.276
2.15
16.15
18.30
27
1i
28
.286
w
5.85
16.70
22.55
31.50
Stpi
86
.093
Ea.
.34
5.45
5.79
8.55
84
.095
.47
5.55
6.02
8.90
82
.098
.68
5.70
6.38
9.35
4.40
1.818
kW
101
8
1
Ea.
30
53.50
83.50
113
8
1
34.50
53.50
88
118
stainless crimp ring
7410
1/2"
X
1/2"
7420
3/4"
X
3/4"
7430
l"xl"
23 83 33 -
1
29
Stpi
1
1r
1r
Electric Radiant Heaters
23 83 33.10 Electric Heating 0010
ELECTRIC HEATING,
not
incl.
conduit or feed wiring
1100
Rule of thumb; Baseboard units, including control
1300
Baseboard heaters, 2' long,
1
Elec
350 watt
97
198
256
1400
3' long,
1600
4' long,
1000 watt
6.70
1.194
41
63.50
104.50
141
1800
5' long,
935 watt
5.70
1.404
51
75
126
168
2000
6' long,
1500 watt
5
1.600
56
85.50
141.50
190
2400
8' long,
2000
w
4
2
176.50
236
Elec
6
1.333
134
71
205
253
6
1.333
134
71
205
253
85.50
219.50
275
241
305
2950 3160
750 watt
Wall heaters with fan,
1
watt
20
Recessed, residential,
to
277
r
69.50
750 watt
1
Ea.
3170
1000 watt
3180
1250 watt
5
1.600
134
3190
1500 watt
4
2
134
16
.500
8
1
3600 3800
Thermostats, integral Line voltage,
1
pole
107
volt
r
r
107
30
26.50
56.50
20.50
53.50
74
73
103
547
23 84 Humidity Control Equipment 23 84 13 -
Humiciifiers
23 84 13.10 Humidifier Units OOlO 0520
Daily
Lobor-
Crew
Output
Hours
Q-5
6
2.667
20l4Bare Material
Unit
Labor
Total
Costs
Equipment
Total
IncI
Steam, room
or duct,
filter,
regulators, auto, controls,
220 V
0540
1 1
lb.
per hour
0560
22
lb.
per hour
5
3.200
0580
33
lb.
per hour
4
4
0600
50
0620
lOO
lb.
per hour
lb.
per hour
r
4
4
3
5.333
.
‘
r
140
2,765
3,075
2,900
168
3,068
3,425
2,975
211
3,186
3,600
3,425
211
3,636
4,100
4,350
281
4,631
5,225
2,625
.Ea.
v_
548
O&P
HUMIDIFIER UNITS
•
Estimating Tips
weights of materials into
Common Work
26 05 00
•
branch power, and
all
it
easier to
items have been
For cost modifications for •
Do
not overlook the costs for
equipment used in the
according to the height of
installation.
and only to the
If
scaffolding or
may
field,
in lieu of the proposed ladders
the total conduit quantities.
and
larger in
and • If
may
contractors
use them
rolling staging.
26 20 00 Low-Voltage
diameter than copper
Electrical Transmission
require larger conduit.
•
more than three wires
at a
Supports and concrete pads
may
be shown on drawings equipment, or
time are being pulled, deduct
for the larger
percentages from the labor
the support system
hours of that grouping of wires.
only a piece of plywood for the
When
back
of a panelboard. In either
systems, identify separately the
case,
it
type and size of wire, and
the costs.
taking off grounding
list
room by room, using
%
-
the fixture schedule, specifications,
and the ceiling
of lighting fixtures in the
26
same
deduct the percentages
from labor hours.
Reference Numbers Reference numbers are
shaded boxes
aluminum is
off
highlifts are available in the
different height levels, not to
that
Fixtures should be taken
area,
quantities exceeding the
Remember
26 50 00 Lighting
plan. For large concentrations
specified?
add the percentages to labor
wiring of equal ampacity
•
from the fixture, equipment, and material or separate
for.
installation,
Electrical
each unique type of anode
support structure be able to •
elevated conduit installation,
I
connection.
high will the support structure
withstand the total burden? Is the support material included
making
list
How final
taking off cathodic
the type and size of cable, and
be supported? What methods of support are available?
when
protections systems, identify
will the materials
systems and components,
accounted
•
How
have to reach? Will the
ensure
•
include:
branch lighting—so the estimator can concentrate on therefore
26 40 00 Electrical and Cathodic Protection
a takeoff. Topics to consider
Conduit should be taken off in three main categories—power distribution,
when completing
consideration
Results for Electrical •
The estimator should take the
may
be
must be included
in
at the
shown
in
beginning of
some major classifications. These numbers refer to related items in the Reference Section. The reference information
may
technical information. all
1
4
be
an estimating procedure, an alternate pricing method, or Note: Not
I
I
1
subdivisions listed
here necessarily appear in this publication.
each unique type of ground connection.
Note: Trade Service, in part, has been used as a reference source for of the material prices used in Division 26.
some
A ‘1
Division
26 05 Common Work Results for 26 05 05 - Selective 26 05 05.10 OOlO 0020
Electrical
Demolition
Electrical
Electricsll
•
Demolition Crew
Doily
Labor-
Output
Hours
Unit
242
.033
L. F.
200
.040
302
.053
160
.100
394 326
2014 Bore Material
Labor
Total
Costs
Equipment
Totol
IncI
O&P
ELECTRICAL DEMOLITION Conduit to
OlOO
S' high, including fittings
1
Rigid galvanized steel,
0120
1-1/4"
to
2"
0140
2-1/2"
to
3-1/2"
0160
4"
/2" 1
to
&
hangers
1" diameter
1
Elec
1.76
1.76
2.64
2.13
2.13
3.19
2.83
2.83
4.23
5.35
5.35
8
.020
1.08
1.08
1.62
.025
1.31
1.31
1.96
t
2
Elec
1
0200
6"
to
tubing (EMT),
Electric metallic
0220
1-1/4"
0240
2"
0260
3-1/2"
0270
t
/2" 1
1" to
1
Elec
1-1/2"
to
3"
to
4"
to
236
.034
1.81
1.81
2.71
2 Elec
310
.052 -
2.75
2.75
4.12
Elec
690
.012
Armored cable, (BX) avg. 50' runs
0280
#14, 2 wire
0290
#14, 3 wire
571
.014
1
L.F.
.62
.62
.93
.75
.75
1.12
0300
#12, 2 wire
605
.013
.71
.71
1.06
0310
#1
514
.016
.83
.83
1.24
0320
#10, 2 wire
514
.83
1.24
0330
#1
425
.019
1
1
1.50
342
.023
1.25
1.25
1.87
.59
.89
.65
.97
2, 3 wire
.016
.83
“
0340 0350
0,
3 wire
#8, 3 wire
Non
1r
metallic sheathed cable
(Romex)
0360
#14, 2 wire
720
.011
0370
#14, 3 wire
657
.012
.65
0380
#1
2 wire
629
.013
.68
.68
1.02
#10, 3 wire
450
.018
r
.95
.95
1.42
IF.
1.71
1.71
2.56
1.97
1.97
2.94
0390 0400
2,
1
Elec
r
Wiremold raceway, including
fittings
.59
L.F.
^
& hangers
0420
No.
3000
250
.032
0440
No.
4000
217
.037
No.
6000
166
.048
2.57
2.57
3.85
114
.070
3.74
3.74
5.60
0460
1
0462
Plugmold with receptacle
0465
Telephone/power pole
0470
Elec
12
.667
Ea.
35.50
35.50
r
480
.017
L
F.
.89
.89
1.33
Elec
308
.026
L. F.
1.39
1.39
2.07
.030
1.59
1.59
2.37
1.86
1.86
2.79
6.30
6.30
9.45
Non-metallic, straight section
&
0500
Channels, steel, including
0520
3/4"
0540
1-1/2" X 1-1/2"
269
0560
1-1/2"
1-7/8"
229
.035
135
.119
0600 0610
fittings
hangers
X 1-1/2"
X
53
1
i
r
Copper bus duct, indoor, 3 phase Including hangers
&
supparts
0620
225 amp
0640
400 amp
106
.151
8.05
8.05
12.05
0660
600 amp
86
.186
9.95
9.95
14.85
0680
1000 amp
60
.267
14.25
14.25
21.50
0700
1600 amp
40
.400
21.50,
21.50
32
0720
3000 omp
10
1.600
85.50
85.50
128
Elec
7.70
1.039
55.50
55.50
83
2 Elec
2.50
6.400
Elec
3.85
2.078
1300 1320
Transformer, dry type, supports, wire
1340
1
1420
75kVA
1440
2 Elec
&
1 1
phase, inch removal of
conduit terminations
kVA
1
3kVA
1520
75kVA
1550
300 kVA
1
750 kVA
1570
550
340
340
510
Wire,
THW-THWN-THHN, removed from
in
place conduit, to 15' high
Ea.
111
111
166
315
475
2 Elec
2.70
5.926
315
R-3
1.80
11.111
590
78
668
965
960
127
1,087
1,600
t
1810
Ea.
3 phase to 600V, primary
1460
1800
L.F.
1.10
18.182
w
26 05
Common Work Results for Electrical
26 05 05 - Selective 26 05 05.10
Electrical
1830
#14
Electrical
|
Demolition
Demolition
Crew 1
Elec
Doily
Labor-
Output
Hours
Unit
65
.123
C.L.F.
2014 Bore Material
Labor
Total
Costs
Equipment
Total
Incl
O&P
6.55
6.55
9.85
1840
#12
55
.145
7.75
7.75
11.60
1850
#10
45.50
.176
9.40
9.40
14.05
1860
#8
40.40
.198
10.55
10.55
15.80
32.60
.245
13.10
13.10
19.60
53
.302
16.10
16.10
24
1870
#6
1880
#4
1890
#3
50
.320
17.05
17.05
25.50
1900
#2
44.60
.359
19.15
19.15
28.50
2 Elec
1910
1/0
33.20
.482
25.50
25.50
38.50
1920
2/0
29.20
.548
29
29
44
1930
3/0
25
.640
34
34
51
1940
4/0
22
.727
39
39
58
1950
250
kcmil
20
.800
42.50
42.50
64
1960
300
kcmil
19
.842
45
45
67
1970
350
kcmil
18
.889
47.50
47.50
71
1980
400
kcmil
17
.941
50
50
75
1990
500
kcmil
16.20
.988
52.50
52.50
79
24.50
24.50
36.50
2000
7
Interior fluorescent fixtures, incl. supports
whips, to 15' high
2010
&
2100
Recessed drop-in 2' x 2', 2 lamp
35
.457
2120
2' X 4', 2 lamp
33
.485
26
26
38.50
2140
2' X 4', 4 lamp
30
.533
28.50
28.50
42.50
2160
4' x4', 4 lamp
20
.800
42.50
42.50
64
19.40
19.40
29
2180
Surface mount, acrylic lens
&
2 Elec
Ea.
hinged frame
2200
r
44
.364
2220
2' X 2', 2 lamp
44
.364
19.40
19.40
29
2260
2' X 4', 4 lamp
33
.485
26
26
38.50
2280
4' X 4', 4 lamp
w
23
.696
37
37
55.50
2300
Strip fixtures, surface
2 Elec
53
.302
16.10
16.10
24 25.50
X 4', 2 lamp
2 Elec
Ea.
1
7
mount
2320
4' long,
2340
4' long, 2 lamp
50
.320
17.05
17.05
2360
8' long,
42
.381
20.50
20.50
30.50
2380
8' long, 2 lamp
40
.400
21.50
21.50
32
35
.457
24.50
24.50
36.50
31.50
31.50
47.50
2400
lamp
1
lamp
1
Pendant mount,
r
industrial, incl.
2410
of chain or rod hangers, to
2420
4' long, 2 lamp
r
removal
15' high 2 Elec
Ea. f
8' long, 2 lamp
2440
Ea.
27
.593
4.40
3.636
4.40
26 05 13 ~ /Aedium-Vbltage Cables 26 05 13.16 Medium-Voltage, Single Cable 0010 0040
MEDIUM-VOLTAGE, SINGLE CABLE Copper, XLP shielding, 5 kV,
#6
Splicing
&
terminations not included
2 Elec
352
465
194
399
515
213
455
585
491
625
158
194
3.636
205
C.LF.
0050
#4
0100
#2
4
4
242
0200
#1
4
4
278
213
0400
1/0
3.80
4.211
305
225
530
670
0600
2/0
3.60
4.444
385
237
622
780
0800
4/0
1000
250
kcmil
1200
350
kcmil
1400
500
kcmil
1600 1800
1
5 kV, ungrounded neutral, #1
1r
3.20
5
500
267
767
950
3 Elec
4.50
5.333
620
285
905
1,100
3.90
6.154
800
330
1,130
1,375
3.60
6.667
975
355
1,330
1,600
4
4
340
213
553
690
3.80
4.211
405
225
630
780
1r
2
Elec
1/0
:
J
,
551
26 05 Common Work Results
for Electrical
26 0513 - Mecjium-Yoltagc Cables 26 05 13.16 Medium-Voltage, Single Cable 2000
2/0
2200
.4/0
2400
250
kcmil
2600
350
kcmil
2800
500
kcmil
Daily
Labor-
Crew
Output
Hours
Unit
Material
Labor
2 Elec
3.60
4.444
C.L.F.
460
237
697
860
1
3.20
5
610
267
877
1,075
Elec
4.50
5.333
675
285
960
1,175
3.90
6.154
855
330
1,185
1,425
3.60
6.667
1,050
355
1,405
1,675
54
178
232
325
83.50
194
277.50
380
3
T
26 05 19 - Low-Voltage
Electrical
2014 Bare
.
Total
Costs
Equipment
Ind
Total
O&P
Power Conductors and Cables
26 05 19.20 Armored Cable 0010 0050
ARMORED CABLE 600
volt,
copper (BX), #1 4, 2 conductor, solid
0100
3 conductor,
0150
#1 2, 2 conductor,
0200
3 conductor,
0250
3.636
2.30
3.478
54.50
186
240.50
340
2
4
88.50
213
301.50
420
C.LF.
4
100
213
313
430
5
139
267
406
555
#8, 2 conductor, stranded
1.50
5.333
262
285
547
715
3 conductor, stranded
1.30
6.154
262
330
592
780
3.10
2.581
455
138
593
705
5.40
2.963
565
158
723
855
4.60
3.478
710
186
896
1,075
0450
#4
0500
#2
0550
#1
in
cable tray,
#6
1
2
Elec
4
4
940
213
1,153
1,350
1/0
3.60
4.444
1,025
237
1,262
1,475
2/0
3.40
4.706
1,250
251
1,501
1,750
3.20
5
1,575
267
1,842
2,125
0700
3/0
0750
4/0
0800
250
kcmil
0850
350
kcmil
1050
3.333
2.20
2
solid
3 conductor with PVC jacket,
0900
2.40
1.60
0350
0650
solid
3 conductor, solid
0340
0600
Elec
solid
#10, 2 conductor,
0300
0400
1
solid
500
3 Elec
kcmil
3
5.333
1,825
285
2,110
2,450
3.60
6.667
2,100
355
2,455
2,825
3.30
7.273
2,825
390
3,215
3,675
3,800
425
4,225
4,825
3
8
380
.042
5 kV, copper, 3 conductor with PVC jacket.
7.35
2.25
9.60
11.40
.044
9.55
2.37
11.92
14.05
300
.053
12.15
2.85
15
17.60
1/0
290
.055
14
2.94
16.94
19.80
2/0
260
.062
2000
4/0
240
.067
2100
250
#4
2 Elec
1060
non-shielded,
1100
#2
360
1200
#1
1400 1600
in
1r
350
kcmil
2200
500
kcmil
1
2500
2600
#1
2800
1/0
2900
2/0
3000
4/0 kcmil
3150
350
kcmil
3450
3500
1
cable tray,
galv., steel
i
16.20
3.28
19.48
23
21.50
3.56
25.06
29.50
29.50
3.88
33.38
38.50
36.50
4.06
40.56
46
51
4.74
55.74
63
15.40
2.85
18.25
21
3.05
19.45
22.50
i
330
.073
315
.076
270
.089
r
300
.053
L.F.
-
armored
#2
2 Elec
w
250
500
in
L.F.
280
.057
16.40
260
.062
18.75
3.28
22.03
25.50
25
3.88
28.88
33.50
28.50
4.49
32.99
37.50 41.50
1
3100
3400
1r
5 kV, copper, 3 conductor with PVC jacket
grounded neutral,
3200
3 Elec
kcmil
2150
2400
cable tray,
3
Elec
kcmil
r
5 kV, copper, 3 conductor with
ungrounded neutral,
in
PVC
220
.073
190
.084
;
270
.089
31.50
4.74
36.24
240
.100
37
5.35
42.35
49
50
6.10
56.10
64
16.60
3.28
19.88
23
18.40
3.71
22.11
26
210
.114
260
.062
230
.070
1
i
jacket.
cable tray,
#2
2 Elec
#1
L.E.
1
200
.080
21
4.27
25.27
29.50
190
.084
26
4.49
30.49
35
160
.100
31
5.35
36.35
42.50
'
3600
1/0
3700
2/0
3800
4/0
552
L
0010
RIPRAP AND ROCK LINING
0011
Random, broken stone
0100
Mochine placed
0110
3/8
0200
1
0300
to
1
for slope protection
/4
C.Y. pieces, grouted
8" minimum thickness, not grouted
Dumped, 50
lb.
averoge
0350
100
lb.
overage
0370
300
lb.
average
620
B-12G
62
.258
B-13
80
.700
53
1.057
800
.020
700
.023
600
.027
//
B-1
L.C.Y.
S.Y.
29.50
11.20
56 18.45
62.50
11.65
52.35
28
9.30
93.30
115
42
14.05
74.50
101
t
lA
r
Ton
1k
25
.86
1.66
27.52
30.50
25
.98
1.89
27.87
31
25
1.14
2.21
28.35
31.50
HsT
31 41 Shoring 31 41 13 - Timber Shoring 31 41 13.10 Building Shoring 0010 0020
Daily
Labor-
Crew
Output
Hours
Unit
B-51
2.20
21.818
M.B.F.
3.60
13.333
10.81
5.920
6
10.667
12.95
4.942
2014 Bare
Total
Costs
O&P
Material
Labor
Equipment
Total
760
805
123
1,688
2,225
Jock
71
495
75
641
920
Ton
1,450
272
355
2,077
2,425
Ind
BUILDING SHORING Shoring, existing building, with timber, no salvage allawance
tt
1
000
On
35
cribbing with
ton screw jacks, per box and jack
31 41 16 - Sheet Piling 31 41 16.10 Sheet Pilins Systems 0010 0020
SHEET PILING SYSTEMS Sheet
0100 0300
Drive, extract
Drive, extract
Drive, extract
1
1300 1500
1800
&
2200
Per added
Rental piling
Wales, connections
2700
High strength
3000
Upset,
3400
&
piling,
psi,
psf, left in place
psf, left in place
psf, left in place
7
18"
9 ga., 8.6
to
psf,
Average
3750
Maximum Wood,
&
2,025
1,972
2,275
505
450
585
1,540
1,900
1,450
155
201
1,806
2,075
10.50
6.095
505
280
365
1,150
1,400
21.20
3.019
1,450
139
180
1,769
2,025
12.25
5.224
505
240
310
1,055
1,275
983
.065
3
3.89
23.84
27.50
545
.117
5.65
5.40
7
18.05
22.50
960
.067
21.50
3.07
3.98
28.55
32.50
7.85
21.25
26
38.26
43.50
S.F.
16.95
485
.132
7.35
6.05
1000
.064
31.50
2.94
3.82
553
.116
10.05
5.30
6.90
Tan
odd
struts,
to rental
2/3 psi,
salvage
add
/2"
to
4" diameter with turnbuckle
4" diameter with turnbuckle
to
28" wide, 7
ga.,
9.22
psf,
22.25
305
305 30.50
50,000
27
335
30.50
33.50
1,150
1,150
1,275
475
475
525
63
63
69.50
81
81
89
2,100
2,100
2,300
1,625
1,625
1,800
2,375
2,375
2,600
2,050
2,050
2,250
and
minimum
solid sheeting, inch
drive, extract
1,630
295
9.771
month
first
635
227
3.368
No turnbuckle
3700
3910
psf, left in place
490
19
add
1-3/4"
Lightweight,
3610
3900
psf, left in place
505 1,450
6.55
No turnbuckle
3300
3600
R31 41 16-45
and wales,
left in place,
Tie rod, not upset, 1-1
3100
6-40
month
2500
55,000
1
salvage
piling
2300
2800
R3 1 4 1
psf, left in place
salvage
&
Drive, extract
Rent steel sheet
B-40
place
salvage
&
Drive, extract
left in
salvage
25' deep excavation, 38
1900
2100
&
20' deep excavation, 27
1600
5' excav.,
salvage
5' deep excavation, 22 Drive, extract
1
salvage
40' deep excavation, 38
1000
1200
&
&
Drive, extroct
psf,
salvage
25' deep excavation, 38
0700 0900
&
20' deep excavation, 27
0400 0600
nat inch wales, 22
piling steel,
.79
.79
.87
.90
.90
.99
1.05
1.05
1.16
7.13
9.90
Lb.
wales, broces and spacers,
salvage, 8' deep excavation
R3 1 4 1
1
6-40 B-31
330
.121
S.F.
1.76
4.71
.66
4000
10' deep, 50 S.F./hr.
in
&
50
S.F./hr. out
300
.133
1.81
5.20
.73
7.74
10.80
4100
12' deep, 45 S.F./hr.
in
& 135
S.F./hr. out
270
.148
1.87
5.75
.81
8.43
11.85
4200
14' deep, 42 S.F./hr.
in
& 126
S.F./hr. out
250
.160
1.92
6.20
.88
9
12.70
4300
16' deep, 40 S.F./hr.
in
& 120
S.F./hr. out
240
.167
1.98
6.50
.91
9.39
13.20
4400
18' deep, 38 S.F./hr.
in
&
4 S.F./hr. out
230
.174
2.05
6.75
.95
9.75
13.75
20' deep, 35 S.F./hr.
in
& 105
210
.190
2.12
7.40
1.04
10.56
14.95
440
.091
3.18
3.54
.50
7.22
9.50
.100
3.34
3.89
.55
7.78
10.30 11.20
4500 4520
Left in place,
1
1 1
S.F./hr. out
8' deep, 55 S.F./hr.
4540
10' deep, 50 S.F./hr.
400
4560
12' deep, 45 S.F./hr.
360
.111
3.53
4.32
.61
8.46
4565
14' deep, 42 S.F./hr.
335
.119
3.74
4.64
.65
9.03
12
4570
16' deep, 40 S.F./hr.
320
.125
3.97
4.86
.69
9.52
12.60
4580
18' deep, 38 S.F./hr.
305
.131
4.23
5.10
.72
10.05
13.30
4590
20' deep, 35
4700 4800 5000
Alternate pricing,
S.F./hr.
left in place,
Drive, extract
8' deep
and salvage, 8' deep
280
.143
1.76
22.727
1.32
30.303
4.54 M.B.F.
5.55
.78
10.87
14.40
715
885
125
1,725
2,300
635
1,175
166
1,976
2,700
tt
For treated lumber add cost of treatment to lumber
621
1
31 43 Concrete Raising 31 43 13 - Pressure Grouting 31 43 13.13 Concrete Pressure Grouting CONCRETE PRESSURE GROUTING 0010 0020
Grouting, pressure,
0100
Maximum
0200
Cement and sand,
0300
Maximum
0400
1:1 mix,
minimum
1:1 mix,
Labor-
Output
Hours
Unit
B-61
124
.323
Bag
51
.784
250
.160
100
minimum
Epoxy cement grout, minimum
Maximum
0500 0700
cement & sand,
2014 Bare
Daily
Crew
Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
13.95
12.60
2.81
29.36
38
13.95
30.50
6.85
51.30
70
28
6.25
1.40
35.65
41.50
.400
42
15.65
3.49
61.14
74
137
.292
720
11.40
2.55
733.95
815
57
.702
720
27.50
6.10
753.60
845
1
40
C
F.
Alternate pricing method: (Add for materials)
0710
B-61
5 person crew and equipment
Day
1,575
350
1,925
2,775
31 45 Yibroflotation and Densification 31 45 13 - Yibroflotation 31 45 13.10 Yibroflotation Densification 0010 0900
YIBROFLOTATION DENSIFICATION
R314513 90
cylinder,
minimum
B-60
Maximum
0950 1100
compacted sand
Vibroflotation
Vibro replacement compacted stone cylinder,
minimum
750
.075
325
.172
V.L.F.
i
500
.112
250
.224
i
.47
119
Total
.14
400
1
3.20
2.94
6.14
8.10
7.40
6.80
14.20
18.70
4.80
4.41
9.21
9.60
8.85
18.45
12.15
.
i
I
Maximum
1150 1300
Mobilization and demobilization,
minimum
24.50 1
^
5,100
4,700
9,800
17,100
15,800
32,900
13,000 I
ft
Maximum
1400
BEQ
i
43,500
:
;
Needle Beams
31 46 13 - Cantilever Needle
Beams
31 46 13.10 Needle Beams r~'
0010
NEEDLE BEAMS waod
shoring 10' x 10' opening
0011
IncI.
0400
Block, concrete,
12"
0420 4"
0800
Brick,
1000
Brick, solid,
8"
thick
B-9
thick
8" backup block
thick with
8"
thick
33
292
410
221
35
314
445
58
260
41
359
510
50
239
37.50
326.50
465
50
209
5.970
58
5.70
7.018
6.20
6.452
7.10
5.634
6.70
Fa.
1040
12"
thick
4.90
8.163
58
300
47.50
405.50
580
1080
1
6"
thick
4.50
8.889
74
330
52
456
650
B-1
6
4
50
149
199
285
B-52
2.30
24.348
2.50
22.400
2
28
2.10 1.60 1.80
2000
Add
for additional floors of shoring
31 48 Underpinning 31 48 13 - Underpinning Piers 31 48 13.10 Underpinning Foundations 0010 00 1
1
0020
0100
UNDERPINNING FOUNDATIONS Including excavation,
forming, reinforcing, concrete and equipment 5' to 16' below grade,
0200 0400
Over 500
16'
0500 0700
to
0800
0900
622
to
50
500 C.Y.,
500
C.Y.
C.Y.
to
500
C.Y.
to
500
C.Y.
C.Y.
40' below grade, 100
Over For under
to
25' below grade, 100
Over 500
26'
100
C.Y.
add
1,025
259
247
950
238
1,435
1,975
300
1,200
298
1,798!
2,475
26.667
285
1,125
283
1,693
2,375
35
330
1,500
370
2,200
3,050
31.111
300
1,325
330
1,955;
2,725
C.Y.
274
10%
40%
2,150
1,558
!
31 48 Underpinnins 31 48 13 - Underpinning Piers 31 48 13.10 Underpinning Foundations 1000
31
Crew
Daily
Lobor-
Output
Hours
ForSOC.Y.tofOOCXadd
2014 Bare Unit
Material
5%
C.Y.
Labor
Total
Costs
Equipment
Total
IncI
O&P
20%
52 Cofferdams
31 52 16 - Timber Cofferdams 31 52 16.10 Cofferdams 0010 00]
1
COFFERDAMS
0090
horizontal
No
23'
0700
36'
1000
No
minimum
to
35' deep with 3
H,
minimum
to
45' deep with 4
lines of braces,
14"
H,
minimum
in
place,
15' dp.,
1
line of braces,
min.
minimum
to
35' deep with 3
lines of braces,
minimum
Maximum 36'
to
45' deep with 4
lines of braces,
minimum
Maximum Lagging only,
3"
thick
wood
between piles 8' O.C.,
minimum
B-46
Maximum
2370
Open sheeting no
2450
bracing, for trenches to 10' deep, min.
Maximum Tie-back method, add to open sheeting, add,
545
.206
495
.226
360
9
4.53
21.13
27.50
8.45
9.90
4.99
23.34
30.50
.311
8.95
13.65
6.85
29.45
39
330
.339
10.15
14.85
7.50
32.50
42.50
325
.345
11.70
15.10
7.60
34.40
45
295
.380
12.70
16.65
8.35
37.70
49
290
.386
13.15
16.90
8.50
38.55
50.50
265
.423
13.85
18.50
9.30
41.65
54.50
635
.176
10.15
7.75
3.89
21.79
27.50
S.F.
7.60
575
.195
10.90
8.55
4.29
23.74
30
455
.246
15.25
10.80
5.45
31.50
39.50
415
.270
16.95
11.80
5.95
34.70
43.50
420
.267
18.15
11.70
5.90
35.75
44.50
380
.295
20
12.90
6.50
39.40
49
385
.291
22
12.75
6.40
41.15
51
350
.320
25.50
14
7.05
46.55
58
400
.120
1.69
4.90
.11
6.70
9.70
250
.192
2.54
7.85
.18
10.57
15.30
1736
.028
.76
1.13
.03
1.92
2.64
1510
.032
.85
1.30
.03
minimum
Tie-backs only, based on tie-backs total length,
2750
minimum
B-46
38.50
Tie-backs only, typical
average, 25' long
L.F.
60%
60%
37.52
52
51
1.17
77.67
109
640
980
22.50
1,642.50
2,250
850
1,250
28.50
2,128.50
2,925
14.50
22.50
1.247
25.50
2
24
1.58
30.380
333
.216
Fa. t/
35' long
56
.553
2.99
20%
f/
Maximum
3600
86.80
2.18
20%
.52
Maximum
2550
31
lines of braces,
12"
H,
Maximum 23'
2300
3500
lines of braces,
10"
5' to 22' deep with 2 lines of braces,
2000
2700
B-50
Maximum 1
1700
2500
to
22' deep with 2
hydrostatic head, left
1400
2400
braces
Maximum
1100
2350
^
minimum
Maximum
0800
2200
line of braces,
Maximum
0500
1900
sheeting
removal of wales
piles, including
1
wood
Maximum 15'
0400
1600
between
hydrostatic head, 15' deep,
0200
1300
lagging H piles with 3"
beams &
Soldier
0100
and temporary sheeting
Ind. mobilization
0080
Slurry Walls
31 56 23 - Lean Concrete Slurry Walls 31 56 23.20 Slurry Trench 0010 00 1
1
SLURRY TRENCH Excavated slurry trench
0020
backfilled with
0050
Minimum
0100 0200 0300
3000
in
wet
soils
PSI concrete, no reinforcing steel
C-7
Maximum Alternate pricing method,
Maximum
0600 0800
Reinforced slurry trench,
minimum
Maximum Haul for disposal, 2 mile haul, excavated material, add
!
"
7.35
8.60
3.68
19.63
25.50
12.30
14.35
6.15
32.80
42.50
14.65
19.10
8.15
41.90
54
200
.360
150
.480
1
120
.600
22
24
10.20
56.20
72
B-48
177
.316
11
13.10
16.45
40.55
50
69
.812
y
36.50
33.50
42
99
.081
C.Y.
3.03
7
minimum
1
0500
C.F.
S.F.
ff
B-34B
112 10.03
139 12.35
623
31 56 Slurry Walls 31 56 23 - Lean Concrete Slurry Walls 31 56 23.20 Slurry Trench Haul bentonite castings for disposal, add
0900
Daily
Labor-
Crew
Output
Hours
Unit
B-34B
40
.200
C.Y.
B-19
720
.089
V.LF
680
.094
640
.100
600 560
2014 Bare Material
Totol
Costs
[
Equipment
Labor
Total
I
InclO&P
7.50
17.30
24.80
30.50
23.50
4.09
2.56
30.15
35
31.50
4.33
2.71
38.54
44
44.50
4.60
2.88
51.98
59.50
.107
56
4.91
3.76
64.67
74
.114
67
5.25
4.03
76.28
86.50
520
.123
75.50
5.65
4.34
85.49
97
700
.091
18.05
4.21
2.63
24.89
29.50
31 62 Driven Piles 31 62 13 - Concrete Piles 31 62 13.23 Prestressed Concrete Piles OOl 0
PRESTRESSED CONCRETE
PILES, 200
0020
Unless specified otherwise, not
2200
Precast, prestressed,
incl. pile
2300
1
2500
1
6" diometer, 3" wall
2600
1
8" diameter, 3" wall
2800
20"
diameter, 3-1
/2"
wall
24"
diameter, 3-1
/2"
wall
3100
2-1
Precast, prestressed,
caps or mobilization
50' long, 12" diom., 2-3/8" wall
4" diameter,
2900
piles
/2"
40'
wall
B-19A
long,
10"
thick,
square
B-19
3200
1
2"
thick,
square
680
.094
21.50
4.33
2.71
28.54
33.50
3400
14"
thick,
squore
600
.107
25
4.91
3.07
32.98
38.50
640
.100
34.50
4.60
2.88
41.98
48
560
.114
40.50
5.25
3.29
49.04
56.50
600
.107
41
4.91
3.07
48.98
56.50
B-19A
520
.123
47
5.65
4.34
56.99
65
B-19
560
.114
48.50
5.25
3.29
57.04
65.50
B-19A
480
.133
59.50
6.15
4.71
70.36
80.50
B-19
520
.123
54
5.65
3.54
63.19
71.50
B-19A
440
.145
77
6.70
5.15
88.85
B-19
480
.133
77.50
6.15
3.83
87.48
99.50
3500
Octagonol
6"
3700
1
3800
Octagonal
4000
1
8"
4100 20"
4400
square
thick,
Octagonal
24"
4600 4700
square
thick,
Octagonal Precast, prestressed,
12"
4740 4750
square
thick,
Octagonal
4300
4730
square
thick,
(
long,
25,000 IF
10"
thick,
square
60' long)
10,000
Mobilization for
4800
60'
square
thick,
IF. pile job, add
pile iob,
1
101
700
.091
18.95
4.21
2.63
25.79
30.50
680
.094
22.50
4.33
2.71
29.54
34.50
3300
.019
.89
.56
1.45
.008
.35
.22
.57
11.35
3.87
2.42
17.64
21
8500
add
.
^r
2 .78
31 62 16 - Steel Piles 31 62 16.13 Steel Piles 0010
0100
'
'
1
STEEL PILES Step tapered, round, concrete
8"
0110
60
filled
30' depth
760
.084
0120
60' depth
740
.086
12.85
3.98
2.49
19.32
23
0130
80' depth
700
.091
13.30
4.21
2.63
20.14
24
tip,
10"
0150
ton capacity,
90
B-19
30' depth
V.L.F
700
.091
13.65
4.21
2.63
20.49
24.50
0160
60' depth
690
.093
14.05
4.27
2.67
20.99
25
0170
80' depth
670
.096
15.15
4.39
2.75
22.29
26.50
660
.097
18.10
4.46
2.79
25.35
30
0190
1
2"
tip,
tip,
1
ton capacity,
20
ton capacity, 30' depth
0200
60' depth, 12" diameter
630
.102
17.45
4.67
2.92
25.04
29.50
0210
80' depth
590
.108
16.95
4.99
3.12
25.06
30
640
.100
16.15
4.60
2.88
23.63
28
4.83
3.02
26.60
31.50
0250
"H"
Sections, 50' long,
HP8
x
36
0400
HP10X42
610
.105
18.75
0500
HP10X57
610
.105
26
4.83
3.02
33.85
39.50
0700
HP12X53
590
.108
24
4.99
3.12
32.11
37.50
0800
HP12X74
590
.108
33
4.99
3.83
41.82
48.50
1000
HP14X73
540
.119
32.50
5.45
4.18
42.13
49
1100
HP14X89
540
.119
39.50
5.45
4.18
49.13
56.50
1300
HP14X102
.125
«
5.75
4.43
55.18
63.50
B-19A
510 r
624
*1
i
-
.
31 62 Driven Piles 31 62 16 - Steel Piles Daily
Labor-
Crew
Output
Hours
Unit
B-19A
510
.125
V.L.F.
5
1.600
Ea.
4
2
31 62 16.13 steel Piles HP14X117
1400
Splice on standard points, not
1600
12"
1700
2100
1
8"
0" or
1
Sswl
1
14"
or
Heavy duty
1900
leads,
in
points, not in leads,
1
0" wide
4" wide
2014 Bare Material
51.50
Total
Costs
Equipment
Labor
5.75
4.43
Total
IncI
61.68
O&P 71
118
82
200
274
175
102
277
370
4
2
185
102
287
385
3.50
2.286
236
117
353
465
625
.102
17.40
4.71
2.95
25.06
29.50
700
.091
17.40
4.21
2.63
24.24
28.50
i
31 62 19 - Timber Piles 31 62 19.10 0010 001
1
0050 0100
Wood
WOODPILES end bearing, not including
Friction or
mobilizotion or demobilization
Untreated
up to 30' long,
piles,
30'
0200
39'
to
2"
1
butts,
8" points
long,
12"
butts,
8"
points
long,
2"
butts,
7"
points
0300
40'
to
49'
0400
50'
to
59' long, 13"butts, 7" points
0500
60'
to
69'
0600
70'
to
80'
0800
Treated piles,
12
lb.
0810
long,
13"
long,
13"
end bearing,
friction or
30'
1000 1100
30'
to
39'
1200
40'
1300
50'
to
1
long,
1
points
840
.076
19.60
3.51
2.19
25.30
29.50
butts,
6"
points
840
.076
22
3.51
2.19
27.70
32
625
.102
16.70
4.71
2.95
24.36
29
class B
8" points
B-19
V.L.F.
700
.091
18.20
4.21
2.63
25.04
29.50
to
long,
butts,
points
720
.089
20.50
4.09
2.56
27.15
31.50
to
59' long, 13"
butts,
7"
points
800
.080
21.50
3.68
2.30
27.48
32
3"
butts,
6"
points
840
.076
26.50
3.51
2.69
32.70
38
butts,
6"
points
840
.076
28
3.51
2.69
34.20
39.50
1
long,
13"
2.5# per
Treated piles, C.C.A.,
10"
27.50
7"
long,
1640
28.50
23.38
8" points
80'
1630
24.05
2.30
butts,
69'
17'
2.56
3.68
12"
to
'
4.09
17.40
12"
to
11
17.40
.080
long,
70'
butts,
.089
49'
60'
1620
720
800
7"
butts,
1500
1610
V.L.F.
butts,
ASTM 2"
1400
8"
B-19
perC.F.,
Up
1600
7
B-19A /t
C.F.
10' long
400
.160
17.90
7.35
4.60
29.85
36
to
16' long
500
.128
17.90
5.90
3.68
27.48
33
to
20' long
575
.111
17.90
5.10
3.20
26.20
31
500
.128
17.90
5.90
3.68
27.48
33
butts,
10'
to
B-19
16' long
V.L.F.
1650
17'
to
20' long
575
.111
17.90
5.10
3.20
26.20
31
1660
21'
to
40' long
700
.091
17.90
4.21
2.63
24.74
29
5.10
3.20
26.20
31
1670
12"
1680 1690
36'
10' to 20' long
575
.111
17.90
to
35' long
650
.098
17.90
4.53
2.83
25.26
30
to
40' long
700
.091
17.90
4.21
2.63
24.74
29
700
.091
4.21
2.63
27
.296
21
butts,
21'
1695
14"
butts, to
1700
Boot
for pile tip,
1800
2000
40' long
minimum
Point for pile
tip,
2300
Splice for piles over
2400
Maximum
2800
Pile
minimum
Maximum
2700
1
Maximum
2100
2600
[
Piles
50' long, minimum
Concrete encasement with wire
10,000
Mobilization for
’25,000 LF.
B-46
mesh and tube
IF. pile |ob, odd
B-19 t
pile job,
add
24.74
29
23
13.15
36.15
46.50
.381
69
16.90
85.90
20
.400
23
17.75
40.75
15
.533
83
23.50
106.50
35
1.371
56.50
56
1.29
113.79
151
20
2.400
68
98
2.26
168.26
231
331
.145
5.95
.14
16.59
21
2
17.90 Fa.
V.L.F.
10.50
103 53.50
129
3300
.019
.89
.56
1.45
8500
.008
.35
.22
.57
.78
500
.128
20.50
5.90
3.68
30.08
36.50
460
.139
21.50
6.40
4
31.90
38.50
500
.128
27
5.90
3.68
36.58
43
450
.142
28.50
6.55
4.09
39.14
46
475
.135
33.50
6.20
3.88
43.58
50.50
31 62 23 - Composite Piles 31 62 23.13 Concrete-Filled Steel Piles 001 0
2600
CONCRETE-FILLED STEEL PILES Pipe piles,
2700 2900
50'
Ig.
8" diam., 29
Concrete 1
no mobilizotion or demobilization lb.
per
L.F.,
no concrete
filled
0" diameter, 34
3000
Concrete
3200
12" diameter, 44
lb.
per
L.F.,
no concrete
filled
lb.
per
L.F.,
no concrete
B-19
V.L.F.
625
31 62 Driven Piles 31 62 23 - Composite Piles Daily
Labor-
2014 Bare
31 62 23.13 Concrete-Filled Steel Piles
Crew
Output
Hours
Unit
3300
Concrete
B-19
415
.154
V.L.F.
3500
14" diameter, 46
430
3600
.
3800
1
1
Concrete
4600 4800
no concrete
L.F.,
8" diameter
Total
IncI
O&P
36.50
7.10
4.44
48.04
56.50
.149
35.50
6.85
4.28
46.63
54.50
355
.180
40.50
8.30
5.20
54
63
385
.166
39.50
7.65
4.78
51.93
60.50
335
.191
44.50
8.80
5.50
58.80
69
355
.180
50.50
8.30
5.20
64
74
310
.206
> r
56.50
9.50
5.95
71.95
83.50
4.67
1.713
Ea.
90.50
87.50
178
255
4" diameter
3.79
2.111
118
108
226
320
1
6" diameter
3.03
2.640
146
135
281
400
4.61
1.735^
150
238.50
320
14" diameter
5000
16" diameter Points,
heavy
14"
in
leads,
1
Sswl
8" diameter
4900
5300
per
lb.
Total
Costs
Equipment
Labor
1
Points, standord,
5200
no concrete
L.F.,
filled
Splices for pipe piles, not
4500
per
lb.
filled
8" diameter, 59
4200
no concrete
L.F.,
filled
Concrete
4100
per
lb.
6" diameter, 52
3900
4400
Concrete
filled
Material
duty,
'
;
16" diameter
or
5500
For reinforcing steel, add
5700
For thick wall sections, add
4.05
1.975
209
101
310
405
3.37
2.374
254
121
375
495
2.89
2.768
297
141
438
575
2.02
3.960
475
202
677
875
1150
.007
.
0" diameter
1
88.50
1
r
.90
L 3.
.36
1.26
1.62
.94
1.03
.94
M
y,
.
1
^
V
31 63 Bored Piles
:•
J
31 63 26 - Driiled Caissons 31 63 26.13 Fixed End Caisson Piles 0010
FIXED END CAISSON PILES
R31632660
0015
Including excavation, concrete,
0020
per C.Y., not
0100 0110
Open
style,
incl.
machine
50
reinforcing
lb.
mobilization, boulder removal, disposal
drilled, to
50' deep,
stable ground, no
in
8" diam., 0.065
200
.240
8.05
9.70
12.75
30.50
38
190
.253
14.40
10.20
13.45
38.05
46
82
C.Y./L.F.
150
.320
22.50
12.95
17
52.45
63.50
0.262
C.Y./L.F.
125
.384
32.50
15.50
20.50
68.50
82
casings or ground water,
1
B-43
C.Y./L.F.
V.LF.
0200
24"
diameter, 0.1 16 C.Y./L.F.
0300
30"
diameter, 0.1
0400
36"
diameter,
0500
48"
diameter,
0.465
C.Y./L.F.
100
.480
57.50
19.40
25.50
102.40
121
0600
60"
diameter,
0.727
C.Y./L.F.
90
.533
90
21.50
28.50
140
163
0700
72" diameter, 1.05
C.Y./L.F.
80
.600
130
24
32
186
215
0800
84"
.43 C.Y./L.F.
75
.640
,r
177
26
34
237
272
20
2.400
Ea.
44
97
128
269
340
5.70
8.421
155
340
450
945
1,175
1,075
2,255
2,825
1,275
2,690
3,375
1000
diameter,
1
,^
For bell excavation ond concrete, odd
1020
4'
bell
diameter,
24"
shaft,
1040
6'
bell
diameter,
30"
shaft,
1
1060
8'
bell
diameter,
36"
shaft,
3.72
C.Y.
2.40
20
370
810
1080
9'
bell
diameter,
48"
shaft,
4.48
C.Y.
2
24
445
970
1100
10'
bell
diameter,
60"
shaft,
5.24
C.Y.
1.70
28.235
520
1,150
1,500
3,170
3,975
1120
12'
bell
diameter,
72"
shoft,
8.74
C.Y.
1
48
865
1,950
2,550
5,365
6,725
1140
14'
bell
diameter,
84"
shoft,
13.6
.70
68.571
1,350
2,775
3,650
7,775
9,725
1200
1300
Open
style,
machine
drilled, to
casing ond pumping,
0.444
B-43
C.Y.
.57 C.Y.
50' deep,
in
C.Y.
wet ground,
8" diameter, 0.065
pulled
8.05
14.45
18.20
40.70
51
14.40
18.50
23.50
56.40
70
.659
22.50
27
34
.933
32.50
38.50
48.50
160
.350
125
.448
0.182 C.Y./LF.
85
0.262
C.Y./L.F.
60
diometer,
0.465
C.Y./L.F.
60"
diameter,
0.727
C.Y./L.F.
1900
72"
diameter,
2000
84"
1
1400
24"
diameter,
0.116
1500
30"
diameter,
1600
36"
diameter,
1700
48"
1800
2100
626
B-48
C.Y./L.F.
C.Y./L.F.
,
55
1.600
35
2.514
.05 C.Y./L.F.
30
2.933
diometer, 1.43 C.Y./L.F.
25
3.520
1
For bell excavation ond concrete, odd
i
B-49
,
V.L.F.
.
Jr
83.50
104
119.50
148
192.50
243
90
108
104
302
380
130
126
122
378
470
177
151
146
474
590
57.50
68.50
66.50
^
:
31 63 26 - Drilled Caissons 31 63 26.13 Fixed End Caisson
Piles
Daily
Labor-
Crew
Output
Hours
Unit
B-48
19.80
2.828
Fa.
2014 Bare Cosb
Total
Labor
Equipment
44
117
147
Material
Total
IncI
O&P
2120
4'
bell
diameter,
24"
shaft,
0.444
2140
6'
bell
diameter,
30"
shaft,
1.57
C.Y.
5.70
9.825
155
405
510
1,070
1,350
2160
8'
bell
diameter,
36"
shaft, 3
72
C.Y.
2.40
23.333
370
965
1,200
2,535
3,200
2180
9'
bell
diameter,
48"
shaft,
4.48
C.Y.
3.30
26.667
445
1,150
1,100
2,695
3,475
2200
10'
2.80
31.429
520
1,350
1,300
3,170
4,075
2220
12'
2240
14'
2300 2400
Open
60"
shaft,
5.24
C.Y.
bell
diameter,
72"
shaft,
8.74
C.Y.
bell
diameter,
84"
shaft,
13.6
C.Y.
machine
style,
B-49
diameter,
bell
drilled, to
50' deep,
hard sholes, 18" diometer,
medium
C.Y.
soft rocks
in
0.065
308
390
1.60
55
865
2,350
2,275
5,490
7,100
- -
1
88
1,350
3,775
3,650
8,775
11,300
B-49
50
1.760
30
2.933
14.40
20
4.400
22.50
5.867
32.50
and
C.Y./L.F.
2500
24"
2600
30" diameter,
0.1
2700
36"
diameter,
0.262
C.Y./L.F.
15
diameter,
diameter, 0.11 6 C.Y./L.F.
82 C.Y./LF.
V.LF.
8.05
73
156.55
205
126
122
262.40
345
189
183
394.50
515
252
244
528.50
690
802.50
1,050
75.50
2800
48"
0.465
C.Y./L.F.
10
8.800
57.50
380
365
2900
60" diameter, 0.727
C.Y./L.F.
7
12.571
90
540
520
1,150
3000
72" diameter, 1.05
C.Y./L.F.
6
14.667
130
630
610
1,370
1,775
3100
84" diameter, 1.43
C.Y./L.F.
5
17.600
177
755
730
1,662
2,150
3200
r
1,500
For bell excavation and concrete, add
3220
4'
bell
diameter,
24"
shaft,
0.444
10.90
8.073
44
345
335
724
955
3240
6'
bell
diameter,
30"
shaft,
1.57
C.Y.
3.10
28.387
155
1,225
1,175
2,555
3,350
3260
8'
bell
diameter,
36"
shaft,
3.72
C.Y.
1.30
67.692
370
2,900
2,800
6,070
7,975
3280
9'
bell
diameter,
48"
shaft,
4.48
C.Y.
1.10
80
445
3,425
3,325
7,195
9,425
3300
10'
bell
diameter,
60"
shaft,
5.24
C.Y.
.90
97.778
520
4,200
4,050
8,770
11,500
3320
12'
bell
diameter, 72"
shaft,
8.74
C.Y.
.60
146
865
6,300
6,100
13,265
17,300
3340
14'
bell
diameter,
84"
shaft,
13.6
C.Y.
.40
220
1,350
9,450
9,150
19,950
26,100
120
.733
95
.926
48
1.833
3600 3650
3700
For rock excovation, sockets, add,
minimum
Average
Maximum
r
3900
For 50'
4000
For
100'
to
150' deep, add
4100
For
150'
to
200' deep, add
to
100' deep, add
For casings
4300
For other thon
4400
For steel "1"
4500
Load and haul excess excavation, 2 miles
5000
50
Rig to
add
cores,
50
i
>
,
r
C.F.
w
Lb.
31.50
30.50
62
40
38.50
78.50
104
78.50
76
154.50
205
add
mile radius,
rig
ta
1.13
1.10
per C.Y., add or deduct
lb. reinf.
beam
For mobilization,
4650 4700
place,
left in
Ea.
V.LF.
4200
4600
B-49
C.Y.
36"
84"
B-49
8.30
10.602
Ton
B-34B
178
.045
LC.Y.
B-43
2
24
Ea.
B-48
1.75
32
1.20
6.667
2,125
455 1.69
440 3.89
7%
7%
25%
25%
30%
30%
1.13
1.24
1.10
1.21
3,020 5.58
Skwk
1,275
2,245
2,875
1,650
2,975
3,850
315
,
6.85
970
50% 1
3,500
1,325
For low headroom, add
Battom inspection
82
315
50% 490
31 63 26.16 Concrete Caissons for Marine Construction 0010 0100 0200
CONCRETE CAISSONS FOR MARINE CONSTRUCTION Caissons, inch mobilization and demobilization, up to
Uncased
80-150 ton
Cased shafts, 10
30
to
80
to
capacity,
22"
diameter, 10' depth
to
30
ton capacity,
10-5/8" diam., 20' depth
60
ton capacity,
12" diameter, 20' depth
100
ton capacity,
1
6" diameter, 20' depth
40' depth
1100 1200
1
40' depth
0900 1000
tons cap.,
30' depth
0800 0850
80
20' depth
0500 0700
to
miles
25' depth
0300 0400
30
shafts,
50
7" diam., 10' depth
1 1
0
to
1
40
ton capacity,
1
7-5/8" diameter, 20' depth
B-44
88
.727
19.80
33
21
73.80
96.50
165
.388
14.15
17.50
11.15
42.80
55.50
V.L.F.
109
80
.800
25
36
23
84
130
.492
19.80
22
14.15
55.95
72
175
.366
14.15
16.50
10.50
41.15
53
240
.267
13.20
12.05
7.65
32.90
42
160
.400
19.80
18.05
11.50
49.35
62.50
230
.278
15.25
12.55
35.80
45
160
.400
28.50
18.05
58.05
71.50
230
.278
26.50
12.55
47.05
57.50
.400
30.50
18.05
60.05
74
8
11.50 8
11.50
627
31 63 26 - Drilled Caissons 31 63 26.16 Concrete Caissons for Marine Construction
'
i 2014 Bare
Daily
Labor-
Crew
Output
Hours
Unit
B-44
230
.278
V.L.F.
130
210
Material
Labor
Tatal
Costs
Equipment
Total
Ind
O&P '
40' depth
1300 140
1400
to
1
75
ton capacity,
1
9" diameter, 20' depth
40' depth
1500 1700
Over 30' long,
1900
Maximum
r
is
12.55
.492
33
22
.305
30.50
13.75
r
8
14.15 8.75
49.05
59.50
69.15
86.50
53
64.50
cost tends to be lower
L.F.
depth
28.50
about 90'
i
31 63 29 - Drilled Concrete Piers and Shafts Uncased
31 63 29.13 0010
Drilled Concrete Piers
UNCASED DRILLED CONCRETE PIERS
0020
Unless specified otherwise, not inch pile cops or mobilization
0050
Cost
in
place augered piles, no casing or reinforcing
0060
8" diameter
540
.089
0065
1
0" diameter
480
.100
0070
1
2" diameter
420
0075
1
4" diameter
360
0080
1
6" diameter
300
0085
1
8" diameter
240
700
.091
0100
Cast
in
B-43
4.04
3.59
4.72
12.35
15.15
6.40
4.04
5.30
15.74
19.10
.114
9.05
4.62
6.05
19.72
24
.133
12.20
5.40
7.10
24.70
29.50
.160
16.45
6.45
8.50
31.40
37.50
.200
20.50
8.10
10.65
39.25
46.50
9.10
4.21
2.63
15.94
19.50
V.L.F.
r
place, thin wall shell pile, straight sided.
0110
not ind. reinforcing, 8" diam.,
0200
10" diameter, 16
ga. corrugated, 7.3 Ib./L.F.
650
.098
11.95
4.53
2.83
19.31
23.50
0300
12" diameter, 16
ga. corrugated, 8.7 Ib./L.F.
600
.107
15.50
4.91
3.07
23.48
28
Ib./L.F.
550
.116
18.25
5.35
3.35
26.95
32
.6 Ib./L.F.
500
.128
1 r
22.50
5.90
3.68
32.08
38
600
.107
V.L.F.
29.50
4.91
3.07
37.48
43.50
0400
0500
0800 0810
Cast
1
4" diameter,
1
1
6" diameter,
1
in
place friction
tapered steel,
1
6 go., 5.8 Ib./L.F.
0.0
6 ga. corrugated,
1
6 ga. corrugated,
1 1
pile,
4000
50' long,
B-19
V.LF.
fluted.
psi concrete,
no reinforcing
2" diameter, 7 ga.
0900
1
1000
14" diameter, 7 ga.
560
.114
32
5.25
3.29
40.54
47
1100
1
6" diameter, 7
ga.
520
.123
37.50
5.65
3.54
46.69
54
1
8" diameter, 7 ga.
480
.133
44
6.15
3.83
53.98
62.50
600
.107
30.50
4.91
3.07
38.48
44.50
560
.114
38.50
5.25
3.29
47.04
54
1200 1300
End bearing,
1320
4000
1340
1
1360
1
1380
1
1400
1
fluted, constant diameter.
psi concrete,
no reinforcing
2" diameter, 7 ga.
B-19
4" diameter, 7 ga. 6" diameter, 7 ga. 8" diameter, 7 ga.
31 63 29.20 Cast In Place Piles, 0010
B-19
CAST IN PLACE
PILES,
V.L.F.
520
.123
44.50
5.65
3.54
53.69
61.50
480
.133
1
49
6.15
3.83
58.98
68
B-19
11
5.818
C.Y.
"
11
5.818
r
Adds
ADDS
1500
For reinforcing steel, add
1700
For ball or pedestal end, add
1900
For lengths above 60', concrete, add
2000
For steel thin shell, pipe only
t
1
1.10
148
268
167
583
760
154
268
167
589
770
ff
1.25
1.25
1.38
32 90 00 Planting
Estimating Tips
•
32 01 00 Operations and Maintenance of Exterior Improvements •
Recycling of asphalt pavement
becoming very popular and an alternative to removal and replacement. It can be a good is
value engineering proposal
is
if
removed pavement can be recycled^ either at the project site or at
another
site that is
reasonably close to the project site.
Sections on repair of
flexible
and
rigid
pavement
are
included.
3210 00
The timing
of planting
Reference Numbers and
guarantee specifications often dictate the costs for establishing tree and shrub
growth and a stand of grass or ground cover. Establish the work performance schedule to coincide with the local planting season. Maintenance and growth guarantees can add from 20%-100% to the total landscaping cost and can be contractually cumbersome. The cost to replace trees and shrubs can be as high as 5% of the total cost, depending on the planting zone, soil conditions,
Bases, Ballasts,
and time
of year.
and Paving •
when in
estimating paving, keep
mind the
project schedule.
Also note that prices for asphalt and concrete are generally higher in the cold seasons. Lines for
pavement
markings, including tactile
warning systems and fence lines, are included.
No pan or
of this publication
may
be reproduced, stored in a retrieval system, or transmitted in any form a division of Reed Construction Data.
by any means without prior written permission of RSMeans,
Reference numbers are shown in
shaded boxes
at the
beginning of
some major classifications. These numbers refer to related items in the Reference Section. The reference information
may
be
an estimating procedure, an alternate pricing method, or technical information.
Note: Not
all
subdivisions listed
here necessarily appear in this publication.
32 01 Operation and Maintenance of Exterior Improvements 32 01 13 - Flexible Paving Surface Treatment 32 01 13.61 Slurry Seal (Latex Modified) 0010
SLURRY SEAL (LATEX MODIFIED)
3780
Rubberized osphalt (latex) seal
Crew
Doily
Labor-
Output
Hours
2014 Bare Unit
Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
\
i
1
B-45
5000
.003
S.Y.
2.78
.14
.18
3.10*
B-91
10000
.006
S.Y.
1.47
.28
.24
1.99
2.30^
1.26
.15
.13
1.54
1.76
1.29
.14
.18
1.61
1.83
.31
1.83
2.11
2.14
2.74;
3.47i
32 01 13.64 Sand Seal 0010
SAND SEAL
2080
Sand
sealing, sharp sand, asphalt emulsion, small area
Roadway
2120
"
"
18000
.004
B-45
5000
.003
3000
.005
1.29
.23
1050
.023
1.29
.85
or large area
32 01 13.66 Fog Seal 0010
FOG SEAL
0012
10,000
Seolcoating, 2 coat coal tar pitch emulsion over
0030
1000
0100
Under 1000
0300
10,000
to
S.Y.
S.Y. B-
S.Y.
Petroleum resistant, over
1
0,000
1
B-45
S.Y.
f
0320
1000
0400
Under 1000 S.Y.
0600
10,000
to
S.Y.
B
Non-skid pavement renewal, over
1
0,000
1
B-45
S.Y.
/
1000
0620
to
10,000
S.Y.
S
Y.
5000
.003
1.29
.14
.18
1.61
1.83
3000
.005
1.29
.23
.31
1.83
2.11
1050
.023
1.29
.85
2.14
2.74
.14
.18
1.68
1.91
.31
1.90
2.19^
2.21
2.82
5000
.003
1.36
3000
.005
1.36
.23
1.36
.85
1
1050
.023
Prepare and clean surface for above
A-2
8545
.003
1000
Hond
B
4420
.005
L
F.
1900
Asphalt surface treatment, single course, small area
S
Y.
Under 1000
0700
0800
seol asphalt curbing
1901
0.30 gal/S.Y. asphalt
1910
Roadway
1950
material,
20#/S.Y. aggregate
1
B-91
or large area
Asphalt surface treatment, dbl. course for small area
1960
Roadway
1980
32
B
S.Y.
or large area
Asphalt surface treatment, single course, for shoulders
1
.10 .61
.20
.03
32 06 10 - Schedules for Bases,
Ballasts,
.19'
.81
.98
5000
.013
1.29
.55
.47
2.31
2.78
10000
.006
1.19
.28
.24
1.71
1.99
3000
.021
2.91
.92
.78
4.61
5.45
6000
.011
2.62
.46
.39
3.47
4.01
7500
.009
1.45
.37
.31
2.13
2.51
y*-
Schedules for Exterior Improvements
1
.13
J
and Paving
32 06 10 .10 Sidewalks^ Driveways and Patios 0010 0020
SIDEWALKS, DRIVEWAYS Asphaltic concrete,
0300
3000
Concrete,
0310
broomed
0400
6"
-
W1 .4
0550
.4
B-24
Crushed stone,
1050
Bluestone
Redwood,
1750
1
thick,
add
finish,
add
to
above,
Stone dust,
7.20
2.58
.22
10
12.10
9.15
2.82
.24
12.21
14.65
1.65
1.69
3.34
4.39 5.25 5.85
"
660
.073
600
.040
S.F.
545
.044
2.20
1.86
510
.047
2.57
1.99
4.56
2500
.010
.51
.36
.02
.89
1.13
1600
.015
1.03
.56
.03
1.62
2.02
1875
.013
455
.053
1700
.009
1700
.009
316
.051
240
.067
B-62
900
B-24
35
8
B-
1
minimum
B-24
.10
.54
.64
.93
.34
2.23
2.57
3.75
.40
.34
.74
.97
.22
.34
.56
.77
4.77
2.32
7.09
8.85
, r
4.77
3.06
7.83
9.95
.027
S.Y.
3.89
1.07
5.15
6.10
.686
LF Riser
i
f
" thick, white marble
planks,
4"
S.Y.
'
prefabricated, 4' x 4' sections
Redwood
.067
4.06
add
thick,
Maximum
1000
720
mesh.
X
Exposed aggregate
0600
W1
thick
8"
0520
x
no base, 4" thick
For bank run gravel base, 4"
0450
base
B-37
6 x 6
finish,
5" thick
2250
PATIOS No
thick
psi, CIP,
0350
1700
AND
thick
/f
2-1/2"
0100
2"
2Clab
2 Carp
" thick, on sleepers
thick
^
.19
32 06 10.20 Steps 0010 001
1
STEPS IncI.
excav., borrow
0100
Brick steps
0200
Railroad ties
630
&
concrete base as required
2 Clab
25
.640
15 3.55
29
44
60.50
23.50
27.05
40
^
32 06 Schedules for Exterior Improvements 32 06 10 - Schedules for Bases,
Ballasts^
32 06 10.20 Steps Bluestone treads,
0300 0500
Concrete, cast
1
2" x 2"
or
Precast concrete, see Section
0600
edge
Steel
4050
Edging, landscape timber ar railroad
stakes,
-1
/2"
Labor-
Crew
Output
Hours
Unit
B-24
30
.800
LF Riser
L.F.
2014 Bare Material
33
Total
Costs
Equipment
Labor
InclO&P
Total
33.50
66.50
3.90
2.30
6.20
3.03
4.32
7.35
2.76
.34
.79
3.89
4.42
5.50
.36
.82
6.68
7.50
87.50
03 41 23.50 x 5"
1/4"
4025
strips, incl.
1
Daily
03 30 53.40
place, see Section
in
2" x
1
and Paving
ties,
6"
x
8"
B-1
390
.062
2 Carp
170
.094
B-36C
5200
.008
7.85
ff
10
32 11 Base Courses 32 11 23 - Aggregate Base Courses 32
1 1
0010 0011
23.23 Base Course Drainage Layers BASE COURSE DRAINAGE LAYERS For roodwoys and large areas
0050
Crushed
3/4"
stone base, compacted, 3" deep
S.Y.
0100
6" deep
5000
.008
0200
9" deep
4600
.009
8.30
.39
.89
9.58
10.65
0300
1
4200
.010
11.05
.42
.98
12.45
13.85
2" deep
/2"
4" deep
6000
.011
3.80
.46
.79
5.05
5.75
0302
6" deep
5400
.012
5.70
.51
.88
7.09
8
0303
8" deep
4500
.014
7.60
.61
1.05
9.26
10.45
3800
.017
11.40
.73
1.24
13.37
15.05
0301
Crushed
0304
1
0350
1-1
stone base, compacted to
B-36B
2" deep
Bank run
gravel, spread
0370
6" deep
0390
9" deep
0400
1
and compacted B-32
2" deep
6000
Stabilization fabric, polypropylene,
6900
For small and irregular areas, add
7000
Prepare and
roll
6 oz./S.Y.
sub-base, small areas to
8000
Lorge areas over
8050
For roadways
2500
B-6
6000
.005
4.26
.24
.38
4.88
5.50
4900
.007
6.40
.30
.46
7.16
8
4200
.008
8.55
.35
.54
9.44
10.55
10000
.002
1.27
.10
.04
1.41
1.59
S.Y.
50% 2500
S.Y.
50%
1500
.016
.72
.93
1.65
2.12
3500
.007
.31
.40
.71
.91
B-32
4000
.008
.37
.57
.94
1.19
B-45
6000
.003
4.25
.12
.15
4.52
5.05
6000
.003
5
.12
.15
5.27
5.85
6000
.003
8.50
.12
.15
8.77
9.70
B-32A "
S.Y.
S.Y.
32 11 26 - Asphaltic Base Courses 32 11 26.19 Bituminous-Stabilized Base Courses 001 0
0020 0700 0800 1000
BITUMINOUS-STABILIZED BASE COURSES And
paved areas
large
Liquid application to gravel base, asphalt emulsion
Gal. rr
Prime and seal, cut back asphalt
Macadam
penetrotion crushed stone, 2 gal. per S.Y., 4" thick
1100
6"
thick,
1200
8"
thick,
3
gal. per S.Y.
4000
.004
4
gal. per S.Y.
3000
.005
S.Y.
12.75
.17
.23
13.15
14.55
17
.23
.31
17.54
19.40
1
8900
For small and irregular areas, add
\
50%
50%
631
32 12 Flexible Paving 32 12 16 - Asphalt Paving Daily
Labor-
32 12 16.13 Plant-Mi x Asphalt P aving 0010
And
0025
See Section 31 23 23.20 Binder course,
0120 0130
2-1/2" 3"
0170
3-1/2" 4"
0200
|
IncI
O&P
B-25
1-1/2"
0380 0420
2-1/2"
0460
3"
0470
3-1/2"
0480
4"
0500
Open graded
S.Y.
5.55
.46
.36
6.37
7.20
.014
7.40
.56
.44
8.40
9.50
5620
.016
9.25
.63
.49
10.37
11.65
4905
.018
11.10
.72
.56
12.38
13.95
thick
4520
.019
12.95
.78
.61
14.34
16.10
B-2
thick
5B
thick
thick thick
thick thick
thick
method
.011
6345
thick
2"
7725
thick
Wearing course, 1"
Alternate
for hauling costs
M/2" thick
thick
0340
0800
I
Total
1
thick
0160
0810
Totol
Costs
Equipment
Labor
paved areas with no hauling included
lorge
2"
0300
Material
PLANT-MIX ASPHALT PAVING
0020
0080
2014 Bare Unit
course
.021
14.80
.85
.67
16.32
18.30
.009
3.67
.37
.28
4.32
4.92 8
7725
.012,
6.15
.51
.39
7.05
6345
.015
8.30
.62
.47
9.39
10.55
5480
.018
10.20
.72
.55
11.47
12.95
4900
.020
12.20
.80
.61
13.61
15.30
4520
.021
14.30
.87
.66
15.83
17.75
20
4140
.023
16.35
.95
.73
18.03
B-25C
5000
.010
2.04
.39
.48
2.91
3.38
B-25
630
.140
5.60
4.38
77.98
88.50
1f friction
4140 10575
of figuring paving costs
Binder course, 1-1/2" thick
Ton
68
0811
2"
thick
690
.128
68
5.10
4
77.10
87.50
0812
3"
thick
800
.110
68
4.42
3.45
75.87
85.50
0813
4"
thick
900
.098
68
3.93
3.07
75
84.50
575
.167
68
6.85
5.20
80.05
91
630
.152
68
6.25
4.76
79.01
90
690
.139
68
5.70
4.35
78.05
88.50
765
.125
68
5.15
3.92
77.07
87
800
.120
90
.533
0850 0851
1-1/2"
0852
2"
0853
2-1/2"
0854
3"
1000
7
Wearing course, 1" thick
B-25B
thick
thick thick
thick
Povement replacement over
2"
trench,
B-37
thick
68 S.Y.
7.65
4.91
3.75
76.66
86.50
20.50
1.77
29.92
42.50
1050
4"
thick
70
.686
15.10
26.50
2.27
43.87
60
1080
6"
thick
55
.873
24
34
2.89
60.89
81.50
32 12 16.14 Asphaltic Concrete Paving 0011
ASPHALTIC CONCRETE PAVING,
0015
No asphalt hauling included
0018
Use 6.05
0020
parking lots
&
driveways
C.Y. per inch per M.S.F. for hauling
6" stone base, 2" binder course, 1" topping
9000
.005
1.74
.22
.27
2.23
2.55
0025
2" binder course, 2" topping
9000
.005
2.16
.22
.27
2.65
3
0030
3" binder course, 2" topping
9000
.005
2.57
.22
.27
3.06
3.46
0035
4" binder
9000
.005
2.98
.22
.27
3.47
3.91
.22
.27
2.03
2.32
course,
B-25C
2" topping
S.F.
0040
1.5" binder course, 1" topping
9000
.005
1.54
0042
3" binder course, 1" topping
9000
.005
2.16
.22
.27
2.65
3
0045
3" binder course, 3" topping
9000
.005
2.98
.22
.27
3.47
3.91
0050
4" binder
3" topping
9000
.005
3.39
.22
.27
3.88
4.36
0055
4" binder course, 4" topping
9000
.005
3.80
.22
.27
4.29
4.81
1-1/2"
0300
Binder course,
course,
35000
.001
.62
.06
.07
.75
.85
0400
2"
thick
25000
.002
.80
.08
.10
.98
1.11
0500
3"
thick
15000
.003
1.24
.13
.16
1.53
1.74
0600
4"
thick
10800
.004
1.62
.18
.22
2.02
2.31
41000
.001
.32
.05
.06
.43
.48
34000
.001
.39
.06
.07
.52
.60
0800
Sand
3/4"
thick
1" thick
0900 1000
finish course,
thick
pot holes, hot mix, 2" thick
4200
.008
.84
.28
.16
1.28
1.54
1100
4"
thick
3500
.009
1.23
.34
.20
1.77
2.10
1120
6"
thick
3100
.010
1.65
.39
.22
2.26
2.66
Fill
B-16
r
632
32 12 16 - Asphalt Paving Daily
Labor-
32 12 16.14 Asphaltic Concrete Paving
Crew
Output
Hours
Unit
2"
B-51
3000
.016
S.F.
2700
.018
1140
Cold patch,
1160
4"
1180
6"
thick
thick
2014 Bare
;
Material
Costs
^
Equipment
Labor
Total
InclO&P
Total
.98
.59
.09
1.66
2.08
1.86
.66
.10
2.62
3.16
2.89
.93
.14
3.96
4.78
1
thick
r
1900
.025
3000
.029
21
1.20
1.12
23.32
26.50
2750
.032
29
1.31
1.22
31.53
35.50
32 13 Rigid Paving 32 13 13 - Concrete Paving 32 13 13.23 Concrete Paving Surface Treatment OOt 0
0015 0020
CONCRETE PAVING SURFACE TREATMENT and curing
Including joints, finishing
Fixed form, 12' pass, unreinforced, 6" thick
B-26
S.Y.
0100
8"
thick
0110
8"
thick, small area
1375
.064
29
2.62
2.45
34.07
38.50
0200
9"
thick
2500
.035
33
1.44
1.35
35.79
40
0300
10"
thick
2100
.042
36
1.72
1.60
39.32
44.50
0310
10"
thick, small area
1050
.084
36
3.44
3.20
42.64
49
0400
12"
thick
1800
.049
41.50
2
1.87
45.37
50.50
6000
.015
20
.60
.56
21.16
23.50
5500
.016
27.50
.66
.61
28.77
31.50
5000
.018
31.50
.72
.67
32.89
36.50
.86
.80
36.16
40
.93
41.93
46.50
0410
Cone, povement, w/jt.,fnsh.&curing,fix form,24' pass,unreinforced,6"T
0430
8"
thick
0440
9"
thick
0450
10"
thick
4200
.021
34.50
0460
12"
thick
3600
.024
40
15"
thick
3000
.029
52
1.20
1.12
54.32
60.50
1500
.059
52.50
2.41
2.24
57.15
64
0470
^
15"
0500
Fixed form 12' pass
0510
For small irregular areas, add
thick
r
%
0520
Welded wire
0530
Reinforcing steel for rigid paving
1
2 Ib./S.Y.
0540
Reinforcing steel for rigid paving
1
8 Ib./S.Y.
0620
Slip
fabric,
sheets for
2 form,
1 '
paving 2.33 Ib./S.Y.
rigid
pass, unreinforced,
6"
thick
Rodm
389
.041
666
.024
w
444
B-26A
5600
2
1
10%
100%
100%
1.31
2.08
3.39
4.71
6.30
1.22
7.52
8.85
.036
9.45
1.83
11.28
13.25
.016
20.50
.64
.63
21.77
24
S.Y.
0624
8"
thick
5300
.017
28
.68
.67
29.35
32.50
0626
9"
thick
4820
.018
32
.75
.73
33.48
37
0628
10"
thick
4050
.022
35
.89
.87
36.76
41
0630
12"
thick
3470
.025
40.50
1.04
1.02
42.56
47
0632
15"
thick
2890
.030
51
1.25
1.22
53.47
59.50
11200
.008
20
.32
.32
20.64
23
0640
Slip form,
24' pass, unreinfarced, 6"
thick
0644
8"
thick
10600
.008
27
.34
.33
27.67
30.50
0646
9"
thick
9640
.009
31
.37
.37
31.74
35
0648
10"
thick
8100
.011
34
.45
.44
34.89
38.50
0650
12"
thick
6940
.013
39.50
.52
.51
40.53
45
15"
thick
5780
.015
49.50
.62
.61
50.73
56
120
.133
1500
.011
0652
0700 1
000
1
650
Finishing,
broom
r
finish small
Curing, with sprayed
2Cefi
areas
membrane by hand
For integral coloring, see Section
03 05
1
2
Gab
w
.99
5.85
5.85
8.70
.39
1.38
1.69
3.20
633
32 14 Unit Paving 32 14 13 - Precast Concrete Unit Paving 2014 Bare
Dally
Labor-
Crew
Output
Hours
Unit
D-1
205
.078
S.F.
Total
Costs
1
32 14 13.13 Interlocking Precast Concrete Unit Paving 0010 0020
Material
Labor
Equipment
Totol
IncI
O&P
INTERLOCKING PRECAST CONCRETE UNIT PAVING "V" blocks
for retaining soil
3.22
10
13.22
15.90
32 14 13.16 Precast Concrete Unit Paving Slabs 0010
ri
:
PRECAST CONCRETE UNIT PAVING SLABS
0710
2-3/8"
Precast concrete potio blocks,
thick, colors,
8"
6" x
D -1
1
6.15'
2.14
2.49
4.63
.064
7.60
2.92
10.52
12.80
.064
7.60
2.92
10.52
12.80
265
.060
250 250
S.F.
f
4
0750
Exposed
local
2
aggregate, natural
Brie
'ii
0800
Colors
0850
Exposed granite
0900
Exposed white tumblestone aggregate
i or limestone
aggregote
250
.064
7.35
2.92
10.27
12.55
250
.064
6.55
2.92
9.47
11.70
X
7
32 14 13.18 Precast Concrete Plantable Pavers
j
1
0010
PRECAST CONCRETE PLANTABLE PAVERS (50%
0015
Subgrode preparation and grass planting not included
0100
Precast concrete plantable pavers with topsoil,
24"
grass) i-\
6" x
B-63
1
800
.050
0200 0300
600 Square
Less than
3/4"
crushed stone base
Feet or irregular area
for plantable pavers,
B-62
6 inch depth
S.F.
3.71
1.94
3.71
5.50
.22
5.87
7.30
3.10
.35
7.16
9.20
.96
.17
6.63
7.70
/!
f
500
.080
1000
.024
S.Y.
8 inch depth
900
.027
7.40
1.07
.19
8.66
0500
10
800
.030
9.20
1.20
.22
10.62
12.20
0600
1
700
.034
11.05
1.38
.25
12.68
14.55
20
,800
19.35
29.50
23.50
72.35
92
8
1
51.50
36.50
0400
inch depth
2 inch depth
1r
0700
Hydro seeding plontable pavers
0800
Apply
fertilizer
and seed
B-81A
to plantable pavers
1
Clab
M.S.F.
88
1 i
10
i
fe
n i
113
32 14 16 - Brick Unit Paving 1
32 14 16.10 Brick Paving 0010 0012
BRICK PAVING 4" X 8" x 1-1/2", without
0100
0200
Grouted,
4" X 8" X
2-1
3/8"
joint
0300
Grouted,
Bedding, asphalt,
3/8"
joint
3/4"
(4.5 bricks/S.F.)
joints
0540
0580
Mortar,
0620
2"
" thick
on 1" thick sand bed
Brick
2000
Brick pavers, laid
laid flat,
on edge, 7.2 per
2500
For
4"
2800
For
steam cleaning, add
thick concrete
bed and
S.F.
2.21
6
8.21
11.60
90
.178
2.15
7.35
9.50
13.55
no
.145
2.48
6
8.48
11.90
90
.178
2.15
7.35
9.50
13.55
.017
.68
.69
.54
1.91
2.40
B-18
5000
.005
.29
.18
.01
.48
.61
D-1
300
.053
.63
2.20
2.83
4.06
200
.080
1.27
3.30
4.57
6.45
100
.160
3.12
6.60
9.72
13.50
70
.229
3.83
9.45
13.28
18.60
2.26
2.95
.48
.67
4.5 per S.F. S.F.
joints,
.145
5130
thick
1500
no
B-25
(3.9 brick/S.F.)
thick
Course washed sand bed, 1" thick 1
1
(3.9 brick/S.F.)
/4", without
0500
D
(4.5 brick/S.F.)
joints
add A-IH
595
.027
1.15
1.11
950
.008
.09
.31
135
.119
9.20
4.89
14.09
17.55
130
.123
12.90
5.10
18
22
135
.119
9.20
4.89
14.09
17.55
130
.123
12.90
5.10
18
22
135
.119
9.20
4.89
14.09
17.55
130
.123
12.90
5.10
18
22
r
.08
32 14 23 - Asphalt Unit Paving 32 14 23.10 Asphalt Blocks 0010
ASPHALT BLOCKS
0020
Rectangular, 6" x
0100 0300 0400 0500 0600
3"
2" x 1-1/4", w/bed & neopr. adhesive
tile,
8" wide,
1-1
/4"
1
thick
thick
Square, 8" X 8", 1-1/4" thick
2"
D
thick
Hexagonal
2"
1
'
thick
r
0900
For exposed aggregate (ground finish) odd
0910
For colors, add
S.F.
%T
.61
.61
.67
.46
.46
.51 1
634
3214 40 - Stone Paving 32 14 40.10 Stone Pavers 0010 1100
Flagging, bluestone, irregular, 1" thick.
Snapped random
1200
M/2"
1250
2"
D
thick
thick
3/4"
Slate, natural cleft, irregular,
thick
1/2"
1350
rectangular, gauged,
1400
Random
rectangular, hutt joint, gauged,
1550
1
rectangular, 1" thick
Random
1500
Daily
Labor-
Output
Hours
Unit
81
.198
S.F.
6.35
8.15
14.50
19.45
92
.174
9.60
7.20
16.80
21.50
85
.188
11.55
7.75
19.30
24.50
83
.193
13.45
7.95
21.40
27
2014 Bare Material
Total
Costs
Equipment
Labor
Total
IncI
O&P
STONE PAVERS
1150
1300
Crew
thick
1
/4"
thick
92
.174
9.15
7.20
16.35
21
105
.152
19.80
6.30
26.10
31.50
150
.107
21.50
4.41
25.91
30
25%
25%
92
.174
11.60
7.20
18.80
23.50
For interior setting, add Granite blocks, 3-1
1600
4"
to
1
1650
6"
to
1
2"
/2" 3"
5" long, 3"
long,
x 3-1 /2"
/2"
x 3-1 to
5" wide, 3"
to
6" wide, 3"
D
1
S.F.
to
5"
thick
98
.163
9.70
6.75
16.45
21
to
5"
thick
105
.152
5.15
6.30
11.45
15.30
1f
32 16 Curbs, Gutters, Sidewalks, and Driveways 32 16 13 - Curbs and Gutters 32 16 13.13 Cast-In-Place Concrete Curbs and Gutters 0010 0290 0300
CASMN-PLACE CONCRETE CURBS AND GUTTERS Forms
no concrete
only,
Concrete,
0404
forms, 6" x
8", straight
C-2
radius
500
.096
200
.240
500
.096
200
2.95
4.29
7.24
9.85
3.06
10.70
13.76
19.90
5.70
4.26
9.96
12.80
.240
5.85
10.65
16.50
22.50
L. F. t/
Forms and concrete complete Concrete,
0406
wood
forms, 6" x
6"xl8",
x
0411
6"
0415
Machine formed, 6" x
0416
6"
X
1
1
8", straight
&
concrete
C-2A
radius
Steel forms, 6"
0410
0421
1
tf
6"xl8",
0400 0402
wood
1
8", straight
8", radius 1
B-69A
8", straight
L.F.
700
.069
4.37
3.04
7.41
9.45
400
.120
3.64
5.30
8.94
12.15
2000
.024
3.54
.97
900
.053
3.57
2.15
375
.128
15.20
340
.141
700
.069
500
4.96
5.85
6.72
8.30
5.70
20.90
25.50
16.70
6.25
22.95
28
6.80
3.04
9.84
12.10
.096
6.60
4.26
10.86
13.80
700
.069
7.95
3.04
10.99
13.35
500
.096
7.50
4.26
11.76
14.75
2000
.024
5.55
.97
900
.053
5.55
2.15
2000
.024
6.45
.97
900
.053
6.45
2.15
1
700
.080
9.90
3.19
10.40
.45
tt
X
1
8", radius
1
Curb and gutter, straight with 6" high curb and 6" thick gutter,
0422
24" wide, .055 C.Y.per
0430
30" wide, .066
0435 0440
Steel forms,
0441
wood forms C-2A
LF.
C.Y. per IF.
24" wide,
straight
Radius
30" wide,
0442 0443
straight
Radius
Machine formed, 24" wide,
0445 0446
B-69A
straight
Radius
30" wide,
0447 0448
straight
Radius
L.F.
.45 1
6.97
8.05
8.70
10.50
7.87
9.05
9.60
11.50
1.26
14.35
17.20
6.85
2.71
19.96
25
1.74
1.19
.29
3.22
4.07
2.33
1.32
.33
3.98
4.96
.04
1.70
.42
2.16
3.12
.02
1.41
1.43
2.21
.45
32 16 13.23 Precast Concrete Curbs and Gutters 0010
0550
PRECAST CONCRETE CURBS AND GUTTERS Precast,
6"
x
1
6" X
0600
8", straight
B-29
8", radius
"
325
.172
B-27
1000
.032
900
.036
W
700
.046
B-2
1050
.038
1
LF.
"
32 16 13.33 Asphalt Curbs 0010 0012 0100 0150
ASPHALT CURBS Curbs, asphaltic, machine formed,
8" wide, 8" Asphaltic berm,
1
high,
30
L.F.
2" W, 3"-6"
8" wide, 6"
high,
40
L.F./ton
per ton H,
35
L.F./ton, before
pavement
LF.
[
0200
1
2" W,
1-1
/2"
to
4"
H,
60
L.F.
per ton, laid with
pavement
1
635
0
32 16 CurbSi Gutters, Sidewalks, and Driveways 32 16 13 - Curbs and Gutters 321613.43 Stone Curbs 0010 1000
2014 Bare
Daily
Labor-
Crew
Output
Hours
Unit
D-13
275
.175
L. F.
250
Material
Labor
Total
Costs
Equipment
Total
IndO&P
STONE CURBS 6"
5" x
Granite, split face, straight,
1
12.30
7.65
1.75
21.70
27
J|
.192
16.15
8.45
1.93
26.53
33
J
260
.215
19.80
8.60
3.39
31.79
39
1
80
.700
Ea.
66.50
28
105.50
128
d-13
300
.160
L.F.
6.15
7
B-29
41
1.366
Ea.
150
.107
L F.
150
f
6"xl8"
1100
Radius curbing, 6" x 18", over 10' radius
1300
B-29 r
Corners, 2' rodius
1400 1600
Edging, 4-1
1800
Curb
/2"
x
1
2", straight
11
1.60
14.75
^
19.20 1
2000
inlets,
(guttermouth) straight
148
54.50
21.50
224
269
Indian granite (belgian block)
2100
Jumbo,
0-1
1
/2"
/2"
X 7-1
D
x 4", grey
1
6.05
4.41
10.46
13.35
.107
8.20
4.41
12.61
15.70
160
.100
4.53
4.13
8.66
11-30
160
.100
5.80
4.13
9.93
12.65
175
.091
3.30
3.78
7.08
9.40
175
.091
3.58
3.78
7.36
970
155
.103
11.85
4.26
16.11
19.50
j
2150
Pink
2200
9"
Regulor,
x 4-1
/2"
x 4-1
/2", grey
3|
,J
2250
Pink
Cubes, 4" X 4" x 4", grey
2300 2350
Pink
)
1
6" X 6" X 6", pink
2400 2500
Alternate pricing
2550
Jumbo,
method
for indian granite '
1
0-1
/2"
X 7-1
/2"
2600
Pink
2650
Regulor, 9" x
2700
Pink
2750
Cubes, 4" X 4" x 4" (5
2800
Pink
x
4" (30
lb.),
Ton
grey
345
345
380
475
475
525
320
320
350
405
405
445
400
400
440
460
460
460
460
505
22
22
24
5 ^
4-1
/2"
x 4-1 /2" (20
lb.),
grey
r
6"
2850
X
6" X 6" (25
grey
lb.),
pink
lb.),
^
’
2900
For pallets, add
f
^
321713
-
-
1
Parking Bumpers
32 17 13»13 Metal Parking Bumpers 0010 0015
0020
METAL PARKING BUMPERS Bumper
mils for garoges,
posts 12'-6"O.C.,
1
2 6a.
6" wide, with
rail,
steel
minimum
E-4
190
.168
L.F.
17.30
8.70
26.75
35
.86
32.36
42.50
1.01
38.81
50.50
.75
0030
Average
165
.194
21.50
10
0100
Maximum
140
.229
26
11.80
160
.200
21.50
10.30
.89
32.69
43
120
.267
32.50
13.75
1.18
47.43
61.50
18.25
726.25
820
0300
12" channel
0400 1300
rail,
minimum
Maximum Pipe bollards, cone, filled/paint, 8'
x 4' 0 hole, 6" diam.
-
20
1.200
1400
8" diam.
15
1.600
1500
12" diom.
12
2
B-2
50
.800
L-7
.06
509
.04
682
B-2
120
.333
Ea.
52
12.35
64.35
76
B-2
120
.333
Ea.
39.50
12.35
51.85
62
45.50
12.35
57.85
69
2030
L
k
Folding with individual padlocks
8000
Parking
8900
Security bollards, SS, lighted, hyd., inch controls, group of 3
8910
1200
see Section 11
1
2
1
//
Plastic Parking
Eo.
660
48
890
64
24.50
978.50
1,100
1,125
80
30.50
1,235.50
1,375
629.50
705
600
29.50
3.1
Group of 5
32 17 13.16 0010
lot control,
B-6
Ea.
48,400
22,500
70,900
87,500
65,000
30,200
95,200
118,000
/t
Bumpers
FUSTIC PARKING BUMPERS Thermoplastic,
6"xl0"x6'-0"
32 17 13.19 Precast Concrete Parking Bumpers 0010 1000 1100
636
PRECAST CONCRETE PARKING BUMPERS Wheel
stops, precost concrete inch dowels,
8"xl3"x6'-0"
6" x 10"
x
6'-0"
f
f
120
.333
32
1 7 Paving Specialties -
_
/•
_
_
32 17 13 - Parking Bumpers 32 17 13.26 V/ood Parking Bumpers 0010 0020
Labor-
Output
Hours
Unit
B-2
520
.077
L.F.
2014 Bare Material
Total
Costs
Equipment
Labor
Total
IncI
O&P
yVOOD PARKING BUMPERS Parking barriers, timber w/saddles, treated type
0100
4" X 4"
0200
6"
0600
Daily
Crew
X
for cars
2.79
2.85
5.64
7.45
ft
6"
for trucks
Flexible fixed stanchion, 2' high,
3" diameter
520
.077
100
.400
Fa.
20000
.002
L. F.
5.80
40
2.85
8.65
14.80
54.80
10.75
67
3217 23 - Pavement Markings 32 17 23.13 Painted Pavement Markings 0010 0020
PAINTED PAVEMENT Acrylic
MARKINGS
waterborne, white or yellow, 4" wide, less than
3000
B-78
L.F.
.15
.09
.03
.27
.34
.45
.56
0200
6" wide,
less
than
3000
L.F.
11000
.004
.23
.16
.06
0500
8" wide,
less
than
3000
L.F.
10000
.005
.30
.18
.06
.54
.67
0600
1
4000
.012
.45
.44
.16
1.05
1.36
0620 0640
2" wide,
less
than
Arrows or gore
lines
3000
L.F.
Temporary point, white or yellow, less than
0660
3000
2300
.021
S.F.
.21
.77
.28
1.26
1.73
15000
.003
L. F.
.07
.12
.04
.23
.31
300
.027
.98
1.51
2Clob
1500
.011
.47
.39
.86
1.12
B-79
15000
.003
.30
.10
.10
.50
.60
L.F.
y
Removal
1
0680
Temporary tope
0710
Thermoplastic, white or yellow, 4" wide, less thon
6000
L.F.
Clab
.98
0730
6" wide,
less
than
6000
L.F.
14000
.003
.45
.11
.11
.67
.78
0740
8" wide,
less
than
6000
L.F.
12000
.003
.60
.12
.13
.85
.99
6000
.007
.89
.25
.26
1.40
1.64
0750
1
2" wide,
0760
Arrows
0770
Gore
0780 1000
6000
than
less
L.F.
.60
2.24
2.38
5.22
6.75
.016
.60
.59
.63
1.82
2.26
660
.061
.60
2.24
2.38
5.22
6.75
A-2B
1
8
B-78
4000
.012
.26
.44
.16
.86
1.15
4000
.012
.53
.44
.16
1.13
1.44
Letters
1100
Painting, white or yellow, taxiway
safety flashing truck for airport painting
with 12
1200
Runway markings with
1
Pavement with
1
lb.
markings
beods per 100
1110
1310
.061
S.F.
Airport painted markings Traffic
1300
660
2500
lines
1050
1210
-
S.F.
292
Day S
270
740
562
3500
.014
.26
.51
.18
.95
1.27
S.F.
3500
.014
.53
.51
.18
1.22
1.56
location or direction signs
2500
.019
.26
.71
.26
1.23
1.66
2500
.019
53
.71
.26
1.50
1.95
JL
4
12
Fa.
B-78B
400
.045
S.F.
335
.054
T
4
4.500
A-2
25000
.001
LF.
B-78B
400
.045
Stall
2Pord
80
.200
B-79
300
.133
1
B-78B
1600
.011
S.F.
2
2
lb.
lb.
1350
Mobilization airport
1400
Paint markings or
beods per
beads per
pavement
pavement
1
1
00
00
S.F.
painting
signs removal daytime
445
860
606
161
1.70
.98
2.68
3.70
2.03
1.17
3.20
4.42
ft
1500 1600
Removal nighttime Mobilization
pavement
paint removal
370
268
98
170
Fa.
32 17 23.14 Pavement Parking Markings 0010
PAVEMENT PARKING MARKINGS
0790
Layout of pavement marking
0800
Lines on pvmt., parking
0825
Parking
stall,
stall,
paint, white,
4" wide
small quantities
0830
Lines on pvmt., porking
1000
Street letters and
stall,
numbers
thermoplastic, white,
4" wide
.04
.01
.05
.06
4.62
1.70
.98
7.30
8.80
9.25
7.90
17.15
22
4.94
5.25
23.19
27.50
.43
.24
1.37
1.69
13 .70
637
32 18 Athletic and Recreational Surfacing 312
18 13 - Synthetic Grass Surfacing
32 18 13.10 0010 0015
Artificial
ARTIFICIAL
Grass Surfacing
Crew
Output
Hours
Unit
C-17
3200
.025
S.F.
but including cushion pad, over
0200
1 /2"
pile
50,000
0600
pile
and 5/8" cushion pod, standard
Deluxe
r
For asphaltic concrete base, 2-1
/2"
i
Total
Costs
Equipment
Total
IncI
O&P
10.20
1.19
11.39
13.05
2560
.031
15.10
1.49
16.59
18.90
2844
.028
14.70
1.34
16.04
18.30
2327
.034
1
16.20
1.64
17.84
20.50
12000
.007
S.F.
1.56
.29
2.08
2.42
S.F.
11.15
2.52
13.67
16.15
.27:
6.32
7.05
.98
1.70
2.30
thick.
with 6" crushed stone sub-base, add
0900
Labor
S.F.
and 5/1 6" cushion pad, standard
Deluxe 1 /2"
0500
Material
or drainage,
0020
0800
Labor-
GRASS SURFACING
Not including asphalt base
0300
2014 Bare
Daily
B-25
32 18 16 - Synthetic Resilient Surfacing
.23
'-au
32 18 16.13 Playground Protective Surfacing 0010
PLAYGROUND PROTECTIVE SURFACING
0100
Resilient rubber surface, poured in place,
2"
0150
4"
thick, black
2
Skwk ft
thick topping, colors
300
.053
2800
.006
300
.027
6.05 !
1
0200
Wood
chip mulch,
6" deep
IClab
^
w
.72 1
32 18 23 - Athletic Surfacing
1
32 18 23.33 Running Track Surfacing
I 1
0010
'
'f
RUNNING TRACK SURFACING
0020
Running
0102
Surface, latex rubber system,
0152
track, asphalt, inci base,
1
3"
/2"
thick thick, black
B-37
300
.160
B-20
115
.209
39
115
.209
48
no
.218
29
no
.218
35.50
Colars
0302
Urethane rubber system,
0402
1
/2"
thick, black
Color coating
S.Y.
24
30.73
36
8.55
47.55
56
8.55
56.55
66
8.90
37.90
45.50
8.90
44.40
53
6.20
.53
r
f
i
32 18 23.53 Tennis Court Surfacing 0010 0020
TENNIS COURT SURFACING Tennis court, asphalt, inch base, 2-1
/2"
thick,
one court
B-37
450
.107
37.50
4.13
.35
41.98
47.50
675
.071
15.25
2.75
.24
18.24
21
360
.133
42
5.15
.44
47.59
55
250
.192
39.50
7.45
.64
47.59
55.50
600
.080
55.50
3.10
.26
58.86
66.50
800
.020
6
.73
6.73
7.75
900
.018
8.45
.65
9.10
10.30
S.Y.
j|
0200
Two
courts
0300
Clay courts
0400
Pulverized naturol greenstone with
0800
Rubber-acrylic base resilient
1000
Colored seoler, acrylic emulsion, 3 coats
4" base,
fast dry
?i
1100
1800
Posts for nets, 3-1
With pulley Net,
42' All
/2"
&
1
reel
metal
Complete court with fence,
etc., osphaltic cone.,
1
.010
V
7.059
Pr.
3.40
7.059
50
.480
Fa.
minimum
Moximum
800
263
1,063
1,275
300
266.90
17.90
633
760
178
329
435
28,400
9,300
795
38,495
46,400
300
58,500
11,600
995
71,095
83,000
240
30,000
9,300
795
40,095
48,200
55,000
11,600
995
67,595
79,500
4.494
.20
240
.16
.20 .16
300
1r
735
249
Court
f
V
.55
563
138
3.692
1.78
minimum
.36
263
151
6.50
Pord
B-37
.36
300
495
< -
Maximum Cloy courts,
825 3.40
/t
2200
2900
B
long, nylon thread with binder
Paint markings on asphalt, 2 coats
2800
IClab
diameter with eye bolts
2000
2300
2Clab
Far preparing old courts, odd
1500 1700
r
3 coat, 2 colars
1200 1400
pavement
!
/>
fj
*
32 31 Fences and Gates 32 31 13 - Chain Link Fences and Gates 32
31
13.20 Fence, Chain Link Industrial
0010
FENCE, CHAIN LINK INDUSTRIAL
0011
Schedule 40, including concrete
0020
3 strands barb wire, 2"
post®
10' O.C., set
9 go. wire, galv. steel,
0248
Fence, add for vinyl coated fabric
Aluminized steel
0300
Aluminized 8' H, 6 ga. wire,
L. F.
B-80C
240
.100
240 240
250
2-1/2"
line post, galv. steel, in
concrete
concrete
in
3" diam.,
steel, in concrete
5'-0" high fence, 9 ga., no barbed wire, 2"
10' O.C., 1-5/8" top
2100
Galvonized
2200
line post, in
23.92 .68
.75
28.50
.100
20.50
3.66
1.16
25.32
30
.100
29.50
3.66
1.16
34.32
39.50
.096
19.40
3.51
1.11
24.02
28
250
.096
23.50
3.51
1.11
28.12
32.50
180
.133
31
4.88
1.55
37.43
43
180
.133
40
.600
1.55
43.93
91.50
22
6.95
120.45
142
.600
91.50
22
6.95
120.45
142
.300
38.50
11
3.48
52.98
63
.300
50
11
3.48
37.50 Ea.
4.88
64.48
10
2.400
191
88
28
307
10
2.400
191
88
28
307
B-80C
300
.080
Gate, 4' wide, 5' high, 2" frame, galv. steel,
in
concrete
300
.080
10
2.400
L. F.
2500
3110
Aluminized steel,
Overhead
concrete
in
slide gate, chain link, 6' high, to
Cantilever type,
3120
8' high,
3130
10' high,
in
in
Double swing gates, inch posts 5' high, 12' opening,
5020
20' opening,
5060
6' high, 12' opening,
in
20' opening,
5080
8' high, 12' opening,
5090
20' opening,
in
in
in
in
in
5130
in
in
in
B-80C
concrete
B-80
concrete
in
concrete
concrete in
concrete
concrete
5190
For oluminized steel add
7075
Fence, for small jobs
1
00
75.50
375 375
Ea.
2.93
.93
21.96
25.50
18.75
2.93
.93
22.61
26
176
88
28
292
360
10
2.400
38
.632
48
LF.
192
88
28
308
380
122.80
146
92.50
23
7.30
.667
118
26.50
15.80
160.30
188
24
1.333
157
53
31.50
241.50
288
18
1.778
198
70.50
42
310.50
370
3.40
7.059
258
82
705
885
2.80
8.571
485
315
99.50
899.50
3.20
7.500
435
275
87
797
990
2.60
9.231
605
340
107
1,052
1,300
2.13
15.002
435
595
355
1,385
1,775
1.45
22.069
655
875
525
2,055
2,650
1.31
24.427
770
970
580
2,320
2,950
1.03
31.068
835
1,225
735
2,795
3,625
1.05
30.476
1,250
1,200
720
3,170
4,025
.85
37.647
1,325
1,500
890
3,715
4,725
concrete
concrete
12' high, 12' opening,
20' opening,
hardware,
concrete
10' high, 12' opening,
20' opening,
&
concrete
concrete
5070
5120
B-80
concrete
5010
5110
concrete
in
concrete
5000
5100
18' wide,
concrete
in
50.50
18.10
f
3100
28
concrete
concrete
in
1.16
concrete
rail, in
steel, in concrete
Aluminized steel,
3.66
24.52
80
concrete
19.10
1.16
Aluminized steel
galv. steel, in concrete
Gate for 6' high fence, 1-5/8" frame, 3' wide, galv. steel
Aluminized
O&P
IncI
3.66
80
1500
Total
.68
40
1350
Total
Casts
Equipment
19.70
for braces, galv. steel
in
Labor
L. F.
Add
Aluminized steel,
2014 Bare Material
S.F.
for corner posts,
1300
2400
.100
Add
1200
2010
240
steel, in concrete
Aluminized steel,
1100
2000
B-80C
6' high but omit barbed wire, galv. steel 6 ga. wire,
0940
1400
Unit
Aluminized steel
0900 0920
Hours
6 ga. wire, galv. steel
0600
0800
in
Labor-
Output
concrete, 6' H
concrete
0200
0500
in
Daily
Crew
7
Opng.
^7
365
1,125
20% L.F.
or less fence
w/or wo
gate, add
S.F.
20%
LF.
2
1.76
32 31 13.25 Fence, Chain Link Residential 0010 0011
0020
FENCE, CHAIN LINK RESIDENTIAL Schedule 20,
1 1
ga. wire,
10' O.C., 1-3/8" top
1-5/8" post 2" corner
3' high
500
.048
0050
4' high
400
.060
7.05
2.20
0100
6' high
200
.120
- -
9.70
4.39
Ea.
0150
rail,
post, galv.
Add for gate 3' wide, 1-3/8" frame, 3' high
sti.
B-80C
4.32
5.50
.70
9.95
11.90
1.39
15.48
18.95
.56
12
2
81
73
23
177
228
0170
4' high
10
2.400
87
88
28
203
261
0190
6' high
10
2.400
no
88
28
226
287 281
290
0200 0220
Add
for gate
4' wide, 1-3/8" frame, 3' high
4' high
9
2.667
9
2.667
88
97.50
31
216.50
96
97.50
31
224.50
1f
639
32 31 Fences and Gates 32 31 13 - Cham Link Fences and Gates 32 31 13.25 Fence, Chain Link Residential 6' high
0240
Labor-
Output
Hours
Unit
B-80C
8
3
Ea.
LF.
go. wire, 3' high
500
.048
0380
4' high
400
.060
0400
6' high
200
.120
12
2
10
2.400
0350
Aluminized
steel,
1 1
Add for gate 3' wide, 1-3/8" frame, 3' high
0450 0470
4' high
0490
6' high
2014 Bare
Daily
Crew
Material
Labor
120
no 1.76
.56
10.37
12.15i
.70
11.90
14.05
237
97.50
88
28
213.50
273
88
28
238
300
88
28
214.50
274
97.50
31
246.50
315
35
276
350
122
9
2.667
118
0540
6' high
8
3
131
500
.048
0640
4' high
400
.060
0660
6' high
200
.120
12
2
0720
Add
for
gate 3' wide, 1-3/8" frame, 3' high
98.50
L
F.
no
7.15
1.76
.56
9.47
11.15
8.15
2.20
.70
11.05
13.10
10.05
1r Ea.
20
185
0520
0620
16.53
23
4' high
Vinyl covered, 9 go. wire, 3' high
1.39
73
2.400
gate 4' wide, 1-3/8" frame, 3' high
4.39
89
2.400
for
O&P
340
2.20
10
Add
265
35
9
10
0500
Ind
Total
8.05
10.75
r
Ea.
Total
Costs
Equipment
4.39
1.39
15.83
19.35
89
73
23
185
237
0740
4' high
10
2.400
96
88
28
212
272
0760
6' high
10
2.400
120
88
28
236
298
88
28
212.50
272
97.50
31
229.50
295
35
273
350
0780
gate 4
-3 /8"
frame, 3 ' high
10
2.400
0800
4' high
9
2.667
0820
6' high
8
3
Add
7076
for
wide,
'
Fence, for small jobs
1
00
1
L.F.
fence or less
w/or wo
gate, add
96.50 101
no
128
S.F.
20%
L.F.
21.50
32 31 13.26 Tennis Court Fences and Gates 0010 0860 0870
TENNIS COURT FENCES Tennis courts, in
1
1
10' high
0920
12' high
1000
Add
1040
Aluminized
for gate
1400
rail
4' wide, 1-5/8" frame
steel,
1
190
B-80
1
ga. wire
V
high
10' high
Vinyl covered, 9 go. wire,
10' high
12' high
7
Fence, CL, tennis court, transom gate, single, galv., 4' x 7'
Add
for gate
.168
6.70
3.99
32.19
38
ff
170
.188
10
3.200
Ea.
190
.168
IF.
170
.188
10
3.200
Ea.
190
.168
LF.
22.50
4.46
7.50
228
127
76
41.50
34.46
530
431
19.35
6.70
3.99
30.04
36
21.50
7.50
4.46
33.46
40
ft
Add for gate 4' wide, 1-5/8" frame, 7' high
1300 1310
post set
12' high
1100
1250
/2"
concrete, 10' O.C., 1-5/8" top
0900
1140
AND GATES
ga. wire, 2-1
4' wide, 1-5/8" frame,
V
B-8 OA
258
B-80
565
461
76
6.70
3.99
30.49
36.50
23
7.50
4.46
34.96
42
ff
170
.188
8.72
2.752
Ea. ff
high
127
19.80
10
3.200
295
101
38
434
525
310
127
76
513
620
3,445
4,175
8,025
9,350
245
2,405
2,975
390
3,515
4,350
:
32 31 13.33 Chain Link Backstops 0010 0015
0100 0300
0400 0600
CHAIN LINK BACKSTOPS Backstops, baseboll, prefabricated, 30' wide, 12' high
&
1
overhang
B-
1
40' wide, 12' high & 2 overhangs Basketball, steel, single goal
B-13
Double goal Tennis, wire
mesh with
pair of
ends
B-
1
1
24
2,550
895
.75
32
6,825
1,200
3.04
18.421
1,425
735
1.92
29.167
t
1,950
1,175
2.48
9.677
Set
2,675
360
3,035
3,475
1.30
18.462
Ea.
9,225
690
9,915
11,200
Ea.
1
:
i
i
:
'
0700
/
Enclosed court
32 31 13.53 High-Security Chain Link Fences, Gates and Sys. 1 j
0010
HIGH-SECURITY CHAIN LINK FENCES, GATES
AND SYSTEMS
0100
Fence, chain
0200
Fence, barbed wire, security, 7' high, with 3 wire barbed wire arm
0300
Complete systems, including material and
link,
security, 7' H, standard FE-7,
inci
excavation
&
i
;
) t
B-80C
posts
:
j
:
!
480
.050
400
.060
43
L. E
1
*
"
i
1.83,
.58
45.41-
51
2.20’
.70
10.45
12.50;
f' '
7.55
1
•
installation
0310
Taunt wire fence detection system
25,100
27,600
0410
Microwave fence detection system
41,300
45,400
0510
Possive magnetic fence detection system
19,500
21,400
0610
Infrored fence detection
12,900
14,400
0710
Strain relief fence detection
M.LF.
system system
25,100
!
;
j !
640
,
1 '
1
:
27,600
j
Chain Link Fences and Gates
32 31 13
32 31 13.53 High-Security Chain Link Fences, Gates and Sys. 0810
Electro-shock fence detection system
0910
Photo-electric fence detection
Crew
Doily
Labor-
Output
Hours
2014 Bore Unit
Material
Labor
Total
Costs
Equipment
M.LF.
system
Total
IncI
O&P
35,900
39,500
16,300
18,000
32 31 19 - Decorative Metal Fences and Gates 32 31 19.10 Decorative Fence 0010
DECORATIVE FENCE Tubular picket, steel, 6' sections,
posts, 4' high
1-9/16"
300
.080
5400
2"
posts, 5' high
240
5600
2" posts, 6' high
200
5700
Staggered picket 1-9/1 6"
5300
B-80C
posts, 4' high
30.50
2.93
.93
34.36
39
.100
34.50
3.66
1.16
39.32
45
.120
41
4.39
1.39
46.78
54
LF.
300
.080
30.50
2.93
.93
34.36
39
5800
2"
posts, 5' high
240
.100
34.50
3.66
1.16
39.32
45
5900
2"
posts, 6' high
200
.120
41
4.39
1.39
46.78
54
10
2.400
274
89.50
363.50
440
10
2.400
340
89.50
429.50
515
6200
Gates, 4' high, 3' wide
B-1
Ea.
6300
5' high, 3' wide
6400
6' high, 3' wide
10
2.400
390
89.50
479.50
570
6500
4' wide
10
2.400
415
89.50
504.50
595
410
.059
3.61
2.14
.68
6.43
8
350
.069
3.80
2.51
.79
7.10
8.90
300
.080
2.75
2.93
.93
6.61
8.55
300
.080
3.35
2.93
.93
7.21
9.20
300
.080
3.40
2.93
.93
7.26
9.25
300
.080
2.93
.93
4
4
32 31 26 - Wire Fences and Gates 32 31 26.10 Fences^ Misc. Metal 0010
FENCES, MISC. METAL
0012
Chicken wire, posts
Galv. steel,
14
4500 4600
l"x 2" mesh,
Kennel fencing, 1-1
O.C., 3' high
3' high
/2" mesh,
6' long, 3 '-6" wide, 6 '-2" high
Top covers, 1-1/2" mesh, 6' long
12' long For kennel doors, see Section Security fence, prison grade, set
08 31
in
1
0015
0020
B-
Barbless wire, 2-strand galvanized, Helical rozor ribbon, stainless steel,
Hardware
cloth galv.,
1/2" mesh, 19
Chain
1360
4
715
147
862
1,000
135
39
174
210
12
1.333
190
49
239
285
25
1.280
61
51
30.50
142.50
179
79
63.50
38
180.50
226
L. F.
1
5-1
/2
ga.
f
20
1.600
M.LF.
/2
8"
dia x
ga., 2' wide
100
103
102T
113
103
103
113
168
168
185
C.S.F.
65
65
71.50
48
48
53
37.50
37.50
41
1
8" spacing
91
C.LF.
ga.
1
91
wide
23.50 2" mesh, 6
247
ga., galvanized
23.50
247
26 271
86.50
86.50
95.50
88.50
88.50
97
Aluminized
80
80
88
54
54
59.50
54
54
59.50
84
84
92.50
60
60
66
60
60
66
/4" mesh, 11.5
2-1
1600
1-3/4" mesh 9
775
Vinyl coated
1400
ga., galvanized
(tennis courts),
1
1.5 go. (core), vinyl coated
ga., galvanized
Welded wire
647
1.067
9 ga., galvanized
1350
2200
2-1
/4" mesh, 23
go., 2'
link fabric, steel,
1300
2100
1
1
10.50
147
4
4' wide
1000
1700
steel, hi-tensile
1
8.41
500
15
3' wide
0700
1200
4.55
Stondord, 12-3/4 ga.
0500
0900
30
—
WIRE FENCING, GENERAL Barbed wire, galvanized, domestic
F.
Ea.
//
16' high
0210
0600
L
3.40
concrete, 12' high
32 31 26.20 Wire Fencing, General 0010
2Clab
12' long
1250 1300
go.,
2" x 4" mesh, posts 5'
5' high
1050 1200
12
ga.,
0500 1000
B-80C
5' high
0300 0400
4', 1" mesh, 4' high
2" mesh, 6' high
0100 0200
@
fabric, galvanized,
2" X 4", 12-1/2 go.
1" x 2", 14 ga.
1r
641
Wood
32 31 29 -
Wood
32 31 29.20 Fence, OOlO 00)2
FENCE,
WOOD
Picket, No.
0600
3
rail,
250
1
300
1
500
1
520
1
540
3300
roil,
3' high
4' high
'wide
wood
Stockade, No. 2 cedar, treated
6' high
rails,
Gate, 3' wide
No.
cedar, 3-1
I
/4"
cedar
rails,
6' high
Gate, 3' wide
Open
rail, split,
3
rail,
shadow
Board,
3400 3900
B-80C
cedar, 2
I
Gate, 3
0900 200
1
Gate, 3' wide
0700
1
B
3 '-6" wide
No.
roil, rustic,
0650
1
3' high
Gote, 3 '-6 "wide
Open
No.
Unit
160
.150
L.F.
7.55
5.60
Moterial
Total
Costs
Equipment
Labor
Total
InclO&P
I
9
2.667
Ea.
76.50
97.50
150
.160
L. F.
8.45
5.85
9
2.667
Ea.
94.50
97.50
160
.150
L. F.
5.85
5.50
9
2.667
Ea.
80
97.50
150
.160
L. F.
7
5.85
100
97.50
9
2.667
Ea.
160
.150
L. F.
9
2.667
Ea.
95
160
.150
L. F.
19.85
9
2.667
Ea.
8.80
215
5.50
97.50 5.50
97.50
13.15
205
31
1.85
16.15
223
31
1.74
13.09
208.50
31
14.70
1.85 31
1.74 31
20.50
288 16.80
272
294 20
223.50
289
13.14
16.85
.150
5.90
.160
7.75
5.85
1.85
15.45
19.60
box, I" x 6", treated pine, 6' high
160
.150
12.40
5.50
1.74
19.64
24
cedar, 6' high
150
.160
24.50
5.85
1.85
32.20
38
160
.150
5.50
1.74
8
3
Ea.
150
.160
L. F.
9
2.667
Ea.
2400
.010
L. F.
2400
.010
96
.250
96
.250
18.50
50
.480
21
50
.480
22
17.90
39.90
51.50
50
.480
13.50
17.90
31.40
42.50
96
.250
16.50
9.35
25.85
32.50
50
.480
17
17.90
34.90
46
96
.250
9.35
22.25
28.50
I
cedor, 6' high B-1
Treated pine, 6' high
L. F.
33.50
220
40.74
332
112
i
^
?
4i n
420
1.74
150
rail,
!
32.50
160
cedar, 2
I
.
18.75
16.04
343.50
31
268
228.50
27.09
1.74
16.95
4'-0" high
Na.
3' high
Gate, 3 '-6" wide
3950
Output
Hours
5.50
Basket weave. No.
4000
Labor-
J roil,
4' high
roil,
0500
2014 Bare
Daily
RAIL
Gate,
3
Crew
Rail
2 cedor, Gothic, 2
0050
0400
Fences and Gates
j
i
47.50
415
;
L
5.95
21.75
99.50
259.50
2.39
.37
2.76
3.21
5.25
.37
5.62
6.40
„
13.50
9.35
22.85
29.50
.
9.35
27.85
35
17.90
38.90
50.50
15.80
26.50 1
Gate, 3 '-6" wide
4200
160
330 j
5000
Fence
rail,
redwood, 2" x 4", merch. grade 8'
p
6000
r
Select grade, 8'
5050
Fence post, select redwood, earthpacked
&
treated,
4"
x
4" x 6'
4"x4"x8'
6010
,,V/
[V,
.
Ea.
'
6020
Set
in
concrete,
4"
X
4" X 6'
-
4"x4"x8'
6030
]
6040
Wood
post, 4' high, set in concrete, inch concrete
6050 6060
Earth packed
6' high, set
concrete, inch concrete
in
,
,
6070
Earth packed
r
;
12.90
^ 1
•
•i
32 32 Retaining Walls
m
'i
'Jj
1
32 32 13 - Cast-in-Place Concrete Retaining Walls 32 32 13.10 Retaining Walls, Cast Concrete 0010 1800
RETAINING WALLS, CAST CONCRETE Concrete gravity wall with vertical face including excavation
1850
No
1900
6' high, level
2000
33°
2200
embankment
slope
embankment
33°
33°
2.306.
LF.
71.50
no
17.20
198.70
269
32
2.594
84
124
19.35
227.35
305
27
3.074
90
147
23
260
350
embankment
24
3.458'
109
165
26
300
405
level
embankment
19
4.368:
129
209
32.50
370.50
505
slope
embankment
18
4.611
.
178
220
34.50
432.50
575
35
2.371
.L.F.
66
113
17.70
196.70
267
21.50
234.50
320
Reinforced concrete contilever, inch excavation, backfill 6' high,
33°
slope
embankment
3000
8' high,
33°
slope
embankment
3100
10' high, 33° slope embonkment
3200
20'
642
36
slope
10' high,
2900
3500
C-17C
8' high, no surcharge
2600 2800
backfill
reinforcing
2300 2500
&
high,
500
lb.
per
L.F.
surcharge
Concrete cribbing, inch excavation and bockfill
1r
&
reinf.
C-17C
1
29
2.862
76
137
20
4.150
99
198
31
328
530
82.50
909.50
7.50
11.067
297
450 1,225
32 32 Retamins Walls 32 3213 - Cast-in-Place Concrete Retaining Walls Daily
Labor-
Crew
Output
Hours
Unit
3700
12' bigb, open face
B-13
210
.267
S.F.
3900
Closed face
"
210
.267
B-62
300
.080
300 400 400
32 32 13.10 Retaining Walls, Cast Concrete
4100
Concrete
filled slurry
2014 Bare Materiol
Total
Costs
Equipment
Labor
Total
IncI
O&P
33
10.65
3.55
47.20
56.50
31
10.65
3.55
45.20
54
13.60
3.21
.58
17.39
20.50
.080
13.50
3.21
.58
17.29
20.50
.060
10.45
2.41
.44
13.30
15.65
.060
9.85
2.41
.44
12.70
15
400
.060
13.35
2.41
.44
16.20
18.80
400
.060
13
2.41
.44
15.85
18.45
"
56 23.20
trench, see Section 31
32 32 23 - Segmental Retaining Walls 32 32 23.13 Segmental Cone. Unit Masonry Retaining Walls SEGMENTAL CONC. UNIT MASONRY RETAINING WALLS
0010
Segmental Retaining Wall system,
7100 7120
incl. pins,
and void
fill
base not included Large unit, 8" high x
7140
7150
1
8" wide x 20" deep, 3 plane
split
Straight split
Medium,
7160 7170
8" high x
wt.,
It.
1
8" wide x
1
2" deep, 3 plane
split
Straight split
7180
Small
7190
unit,
4"
x
8" x
1
1
0" deep, 3 plane
split
Straight split
S
F.
7200
Cap
unit,
split
300
.080
13.60
3.21
.58
17.39
20.50
7210
Cap
unit, straight split
300
.080
13.60
3.21
.58
17.39
20.50
7250
Geo-grid
22500
.001
.70
.03
.73
.81
22500
.001
.56
.03
.59
.66
7255
Geo-grid
8000
3 plane
soil
reinforcement 4' x 50'
soil
reinforcement 6' x
For higher walls, add
1
2 Clab
50'
components as necessary
32 32 26 - Metal Crib Retaining Walls 32 32 26.10 Metal Bin Retaining Walls METAL BIN RETAINING WALLS
0010 0011
Aluminized steel
0020
and
backfill
bin,
excavation
not included, 10' wide
0100
4' high, 5.5' deep
650
.086
27.50
3.43
1.15
32.08
36.50
0200
8' high, 5.5' deep
615
.091
31.50
3.63
1.21
36.34
41.50
0300
10' high, 7.7' deep
580
.097
34.50
3.85
1.29
39.64
45.50
0400
12' high, 7.7' deep
530
.106
37.50
4.21
1.41
43.12
49
0500
16' high, 7.7' deep
515
.109
39.50
4.33
1.45
45.28
51.50
0600
16' high, 9.9' deep
500
.112
42.50
4.46
1.49
48.45
55.50
0700
20'
470
.119
48
4.75
1.59
54.34
62
0800
20' high, 12.1
'
deep
460
.122
43.50
4.85
1.62
49.97
56.50
0900
24' high, 12.1
'
deep
455
.123
46
4.91
1.64
52.55
60.50
1000
24'
high, 14.3'
deep
450
.124
54
4.96
1.66
60.62
68.50
440
.127
56
5.05
1.70
62.75
71
high, 9.9'
B-13
deep
S.F.
j I
1 1
*
1100
28'
1300
high, 14.3'
!
deep
10%
For plain galvanized bin type walls, deduct
32 32 29 - Timber Retaining Walls 32 32 29.10 Landscape Timber Retaining Walls LANDSCAPE TIMBER RETAINING WALLS
00] 0
Treated timbers, 6" X 6"
0100
20
Drilling-holes in timbers for fastening,
0140 0150
1/2"
1
Reinforcing rods for fostening,
1/2"
1
0160
Reinforcing fabric
0170
Gravel backfill
01 80
Perforated pipe,
01 90
Galvanized
Clab
265
.030
2Clob
L.F.
2
1.11
3.11
3.91
2.62
1.47
4.09
5.15
.82
.82
1.26
.82
.82
1.26
.37
.94
1.31
1.85
.57
.94
1.51
2.08
.23
2.11
2.43
rr
200
.040
450
.018
450
.018
312
.026
312
.026
2500
.006
SI
1.88
Inch rr
rr
5/8"
t
Carp rr
5/8"
0130
Clab rr
6"x8"
0110 01
1
L.F. ft
28
.571
C.Y.
19.90
40.90
54.50
1200
.013
L.F.
1.29
.49
1.78
2.17
625
.013
Fa.
.16
.47
.63
.90
3800
.002
.04
.08
.12
.16
21
i
0200
4" diameter with
60d common
nails
20d common
silt
i
sock 1
Clab rr
nails
rr
643
32 32 Retaining Walls 32 32 36 - Gabion Retaining Walls 32 32 36.10 Stone Gabion Retaining Walls 0010 4300
Stone
filled
gabions, not
Labor-
Hours
2014 Bare Unit
Material
Lobor
Total
Costs.
Equipment
Total
Incl
O&P
1
excavation.
incl.
5
i
Stone, delivered, 3' wide
.?
Galvanized, 6' high,
4500
33°
B-13
embankment
slope
Highway surcharge
33°
9' high, up to
4600
4700
slope
embankment
Highway surcharge 12' high, up
4900 5000
5950
Daily
Output
STONE GABION RETAINING WALLS
4310 4350
Crew
to
33°
slope
embankment
Highway surcharge For
42
45.50
15.20
102.70
133
2.074
84
82.50
27.50
194
250
24
2.333
94.50
93
31
218.50
281
16
3.500
140
46.50
333.50
430
49
1.143
27
L. F.
147
14
4
147
159
53.50
359.50
465
11
5.091
210
203
68
481
615
12%
PVC coating, add
\
)
i
t
32 32 60 - Stone Retaining Walls 32 32 60.10 Retaining Walls, Stone 0010
RETAINING WALLS, STONE
0015
Including excavation, concrete footing
0020
stone 3' below grade. Price
0200
Decorative
0300 0500
0900 1100 1200
exposed face area.
stone, to 6' high,
1
'-6"
thick, dry set
0
1
Mortar set Cut stone, to 6' high,
0600 0800
random
and is
Random
1
'-6" thick, dry set
35
.457
30.50
18.90
49.40
62.50-
40
.400
33.50
16.50
50
62
35
.457
31.50
18.90
50.40
64
49
61
S.F.
Mortar set
40
.400
32.50
16.50
stone, 6' to 10' high, 2' thick, dry set
45
.356
41
14.70
55.70
67.50
Mortar set Cut stone, 6' to 10' high, 2' thick, dry set
Mortor set
50
.320
42
13.20
55.20
66
45
.356
40
14.70
54.70
66.50
50
.320
42
13.20
55.20
66
32 34 Fabricated Bridges 32 34 20 - Fabricated Pedestrian Bridges
i
32 34 20.10 Bridges, Pedestrian 0010
f
~
BRIDGES, PEDESTRIAN
> j
0011
0020
'
Spans over streams, roadways,
etc.
!
'
including erection, not including foundations |
0050
Precast concrete, complete
in
place, 8' wide,
60' span
E-2
215
.260
S.F.
114
13.05
7.10
134.15
155,
0100
100' span
185
.303
125
15.20
8.25
148.45
172
0150
120' span
160
.350
136
17.55
9.55
163.10
190
145
.386
141
19.40
10.55
170.95
200
320
.175
115
8.80
4.78
128.58
147
.142
103
7.10
3.87
113.97
129r
112.34
127,
0200 0300
150' span Steel, trussed or arch spans, compl. in place, 8' wide,
40' span
0400
50' span
395
0500
60' span
465
.120
103
6.05
3.29
0600
80' span
570
.098
123
4.93
2.68
130.61
146'
0700
100' span
465
.120
173
6.05
3.29
182.34
204
0800
120' span
365
.153
218
7.70
4.19
229.89
258
0900
150' span
310
.181
232
9.05
4.93
245.98
276
1000
160' span
255
.220
232
6
249
280
1100
10' wide, 80' span
640
.088
123
4.39
2.39
129.78
145
1200
120' span
415
.135
159
6.75
3.68
169.43
191
1300
150' span
445
.126
178
6.30
3.44
187.74
211
1400
200' span
205
.273
190
13.70
7.45
211.15
241;
203
.236
85
10.75
3.27
99.02
114'
153
.314
88.50
14.25
4.33
107.08
1600 1700
644
Wood, lominoted
type, complete
130' span
in
place,
80' span
C-12 ft
11
124
H
32 35 bcreenins Devices 32 35 16 - Sound Barriers 32 35 16.10
Highv/ay
Traffic Barriers,
Sound
Barriers
Daily
Labor-
Crew
Output
Hours
Unit
C-12
400
.120
LF.
2014 Bare Material
Labor
Total
Costs
Equipment
Ind
Total
O&P
HIGHWAY SOUND BARRIERS
0010
TRAFFIC BARRIERS,
0020
Highway sound
0100
Precast concrete, concrete columns
not including footing
barriers,
@ 30' OC, 8"
8' H
T,
130
5.45
1.66
137.11
153
0110
12'
265
.181
195
8.20
2.50
205.70
230
0120
16'H
200
.240
260
10.90
3.31
274.21
305
160
.300
325
13.60
4.14
342.74
385
190
.168
154
6.60
1.31
161.91
181
20'
0130 0400
Lt.
r
Wt. composite panel, cementitious face,
St. posts
@ 12' OC,
8' H
B-8 OB
0410
12'H
125
.256
231
10.05
1.99
243.04
272
0420
16'
95
.337
310
13.20
2.61
325.81
365
0430
20'
75
.427
385
16.75
3.31
405.06
455
C-17
.05
1600 9
B-20
70
.343
40 28 23
1.043
2000
.012
1
32 84 Planting
Irrigation
32 84 23 - Underground Sprinklers 32 84 23.10 Sprinkler Irrigation System 0010 001
1
0100 0200
SPRINKLER IRRIGATION SYSTEM For lawns Golf course with fully automatic system
24' diam. head
60' diam. head
at
40' O.C.
inch piping, outo oper.,
minimum
Maximum
0600 0800
minimum
Maximum
0300 0500
at 15' O.C. inch piping, auto oper.,
Residential system, custom, 1" supply
1-1/2" supply
holes
100,000
37.50
23.50
14
.600
56
24.50
.857
70.50
35
Head
190 S.F.
228,000
176,500
76,500
80.50
47 99.50
105.50
132
275
42.50
232.50
.26
.49
.75
1.05
.49
.54
1.03
1.38
/f
1800
.013
76
.211
4.48
9.95
14.43
20.50
76
.211
4.48
9.95
14.43
20.50
76
.211
9.85
9.95
19.80
26.50
76
.211
8.50
9.95
18.45
25
76
.211
11.60
9.95
21.55
28
76
.211
11.50
9.95
21.45
28
76
.211
4.35
9.95
14.30
20
1090
6"
76
.211
9.10
9.95
19.05
25.50
1100
12"
76
.211
10.90
9.95
20.85
27.50
0900 1020
Pop up spray head w/risers, hi-pop,
1030
1040
1/2 6",
full circle
1050 1060
1
1
2",
1070 1080
circle pattern,
/2
/2
pattern,
4"
2Skwk
4"
pattern
circle pattern,
full circle
1
full circle
6"
pattern
2" circle pattern,
1
Pop up bubbler head w/risers, hi-pop bubbler head, 4"
28 '-54' 25-60
Ea.
1110
Impact full/part
37
.432
19.60
20.50
40.10
53
1120
Spoced
37'-49'@ 25-50
PSI
37
.432
27.50
20.50
48
62
1130
Spaced
43'-61'@ 30-60
PSI
37
.432
77
20.50
97.50
116
1140
Spaced 54 '-78'
37
.432
133
20.50
153.50
178
25
.640
17
30.50
47.50
65.50
25
.640
18.70
30.50
49.20
67.50
25
.640
82
30.50
112.50
137
25
.640
63
30.50
93.50
117
22
.727
135
34.50
169.50
203
22
.727
143
34.50
177.50
211
25
.640
128
30.50
158.50
187
1145
circle sprinklers,
@
40-80
Spaced 42 '-65 '35-80 PSI
1160
Spaced 48'-76' 45-85 PSI
1165
1170 1180 1190 1200 1250 1260
1270 1280 1282 1284 1286
PSI
Impact rotor pop-up full/port commercial
1150
Impact rotor pop-up Plastic case,
port, circle
PSI
1 r
circle sprinklers
comm., 53'-75', 55-100
2
Skwk
;f
PSI,
w/occessories
metal cover
2
Skwk
Rubber cover Iron case,
metal cover
Rubber cover Plastic case,
2 nozzle, metal cover
Rubber cover Iron cose,
2 nozzle, metol cover
Rubber cover Impact rotor pop-up Plastic case,
full circle
metal cover
Ea.
-
Ea.
25
.640
131
30.50
161.50
191
22
.727
185
34.50
219.50
258
22
.727
185
34.50
219.50
258
25
.640
138
30.50
168.50
199
25
.640
158
30.50
188.50
220
f
commercial, 39 '-99', 30-100 PSI 2
Skwk
Rubber cover 1
Ea.
1
645
32 84 Planting
''-'M
Irrigation
1
32 84 23 - Underground Sprinklers 2014 Bore
lotol
Doily
Labor-
Crew
Output
Hours
Unit
Moteriol
2Skwk
22
.727
Ea.
203
34.50
237.50
22
.727
210
34.50
244.50
285
22
.727
150
34.50
184.50
219
22
.727
150
34.50
184.50
219 276 285
Costs
1
32 84 23.10 Sprinkler 1288
System
Irrigation
metal cover
Iron cose,
Equipment
Labor
InclO&P
Totol '
r
111 J,
1290 1292
Rubber cover Plastic cose,
1294
1296
2 nozzle, metal cover
Rubber cover 2 nozzle, metal cover
Iron cose,
1298
Rubber cover
20
.800
198
38
236
20
.800
205
38
243
18
.889
17.30
42
59.30
1"
18
.889
33
42
75
1320
1-1/2"
18
.889
60.50
42
102.50
132
1330
2"
18
.889
86
42
128
160
22
40.50
62.50
86.50
30.50
40.50
71
96.50
40.50
47.50
70
1305
Electric
remote control valve,
1310
1335
1340
84 102
7
Quick coupling valves, brass, locking cover Inlet coupling valve,
3/4"
2Skwk 18.75
.853
18.75
.853
18.75
.853
14.25
1.123
11.30
53
64.30
95
9.75
1.641
15.90
77.50
93.40
137
1.04
15.385
185
730
915
1,325
.64
25
201
1,175
1,376
2,050
.40
40
220
1,900
2,120
3,175
.24
66.667
610
3,150
3,760
5,550
.16
100
690
4,725
5,415
8,075
103
380
483
700
118
380
498
715
1" valve boxes, 6" round boxes
Controller
1370
10" round boxes
1380
2" square box
1388
3/4"
i
,
1350
1360
plastic,
,
1
1 -
Electromech. control,
1390
4 station
1400
7 station
1410
1
1
4 day 3-60 min., auto
start to
Ea.
7
r
23/day 2
Skwk
Ea.
^
1420
Dual programs,
1430 1435
2 stotion
23
1
8 station
station
r
Backflow preventer, bronze, 0-175 PSI, w/valves, test cocks
1440
3/4"
2
8
1450
1"
2
8
1460
1-1/2"
2
8
280
380
660
895
1470
2"
8
345
380
725
965
60.50
380
440.50
650
65.50
380
445.50
655
1475
2
Skwk
r
Pressure
vacuum
1480
3/4"
1490
breaker, brass,
1
5-1
50
Ea.
1r
PSI
Skwk
2
8
1"
2
8
1500
1-1/2"
2
8
270
380
650
880
1510
2"
2
8
325
380
705
945
100
.080
s...
B-63
13.50
2.963
M.S.F.
IClab
475
.017
S.Y.
B-64
180
.089
M.S.F.
2
1
Ea.
32 91 Plantins Preparation 32 91 13 -
Soil Preparation
32 91 13.16 Mulching 0010 0100
MULCHING Aged barks, 3" deep, hand spread
0150 0200
Skid steer loader Hay, T'deep, hand spread
0250
Power mulcher, small
0350 0400
peat, 1" deep,
hand spread
Push spreader Tractor spreoder
Oat straw,
0650
530
.030
700
.011
1
" deep,
hand spread
B-66 1
Power mulcher, small
0700
Large
Add
for osphaltic
emulsion
0800
Peat moss, 1" deep, hand spread
0850
Push spreader
646
B-65
n
0550
0750
Clab
IClab
Large
Humus
0450
0600
1
1
3.38
375
2.93
115
6.31
12.90
1.10
605 1.48
.48
.62
53.50
3.25
2.39
59.14
66
53.50
1.10
1.12
55.72
61.50
2.56
.42
2.98
3.47
2.56
.12
"
S.Y.
502.90
8.25
tf
2500
.003
700
.011
M.S.F.
284
.54
2.68
3
.37
284.91
315
475
.017
S.Y.
B-64
180
.089
M.S.F.
B-65
530
.030
B-45
1770
.009
Gal.
5.75
900
.009
S.Y.
2.63
.33
2.96
3.39
2500
.003
2.63
.12
2,75
3.07
Clab
Clab
1.17
1.56
61
3.25
2.39
66.64
74.50
61
1.10
1.12
63.22
70
.39
.52
6.66
.55
if
.62
"
7.50
4
32 91 Planting Preparation
^
|Sm'y
32 91 13 > Soil Preparation 32 91 13.16 Mulching 1
Doily
Labor-
Crew
Output
Hours
Unit
Material
B-66
700
.011
M.S.F.
292
S.Y.
Tractor spreader
0950
2014 Bare
1000
Polyethylene film, 6 mil
2
Gab
2000
.008
1100
Redwood nuggets, 3" deep, hand spread
1
Gab
150
.053
13.50
2.963
M.S.F.
125
.064
S.Y.
1200
B-63
Skid steer loader
1150
Stone mulch, hand spread, ceramic chips, economy
Gab
1
"
tt
Deluxe
1250
^
B-1
95
.084
10
2.400 2.400
Granite chips
1400
Marble chips
10
1600
Pea gravel
28
.857
1700
Quartz
10
2.400
800
.010
220
.036
20.30
1.970
M.S.F.
C.Y.
Tar paper,
1900
Wood
1
5
chips,
1950
lb. felt
Gab
1
ft
2" deep, hand spread
B-63
Skid steer loader
.54
.37
Total
IncI
292.91
O&P
320
.44
.29
.73
.93
111
1.95
4.72
6.05
310
115
6.85
12.90
2.35
437.90 9.20
530 11.15
tt
1300
1800
Total
Costs
Equipment
Labor
C.Y.
10.50
3.09
69.50
89.50
159
215
89.50
241.50
305
152 75.50
188
13.59
16.30
32
107.50
133
89.50
277.50
345
.49
.37
.86
1.10
1.45
1.33
2.78
3.66
S.Y. ft
76.50
161
8.60
246.10
305
32 91 13.26 Planting Beds 0010 0100
PLANTING BEDS by hand, on
Backfill planting pit,
2
site topsoil
Gab
18
.889
32.50
32.50
50.50
24
.667
24.50
24.50
37.50
340
.071
2.83
.51
3.34
4.90
410
.059
2.35
.43
2.78
4.07
16
1
36.50
36.50
56.50
8
2
73.50
150
.107
tt
0200 0300
Prepared planting mix, by hand Skid steer loader, on
B-62
site topsoil
tt
0400 1000
Prepared planting mix
Excavate planting
by hand, sandy
pit,
2
soil
Gab tt
1100 1200
Heavy 1
/2
C.Y.
or clay
soil
backhoe, sandy
1C
B-1
soil
73.50
4.56
2.44
5.95
3.18
113 9.65
7
tt
1300
2000 2100 3000 3100
Heavy Mix planting
or clay
soil
soil,
inch loam,
manure, peat, by hand
2
Gab
B-62
Skid steer loader
" Pile sod, skid steer
4000
Remove
4100
Sod
4200
By hand
sod,
F.E.
loader
.267
43
9.75
150
.160
43
6.40
1.16
.34
.06
2800
.009
400
.040
1.47
OS
2000
.006
.27
B-12K
3200
.005
.22
Gab
240
.067
2.44
OS
200
.060
2
B-1
cutter
.139
60
Gob
loader
By hand
115
2
S.Y.
9.13
12.60
52.75
62.50
50.56
58.50
.40
.60
1.47
2.26
.19
.46
.62
.31
.53
.68
2.44
3.77
4.56
6.15
32 91 19 - Landscape Grading 32 91 19.13 Topsoil Placement and Grading 0010 0400 0500
Spread from
Up
to
pile to
200'
rough finish grade,
radius, by
0600
Top dress by hand,
0700
Furnish and place, truck
0800
;
TOPSOIL PLACEMENT AND GRADING
1
F.E. loader,
1
.5 C.Y.
hand
C.Y. for
B-1
1
Gab
14
.571
11.50
.696
1300
.009
2.69
C.Y.
1.87
21
21
32.50
25.50
53.50
70
tt
600
S.E.
dumped, screened, 4" deep
B-1
OS
"
6" deep
28 S.Y.
3.49
.41
.29
4.19
4.79
4.46
.66
.46
5.58
6.40
tt
820
.015
1.50
5.333
Acre
2500
.003
S.Y.
32 92 19 - Seeding 32 92 19.13 Mechanical Seeding 0010
MECHANICAL SEEDING
0020
Mechanical seeding,
215
Ib./acre
44
0101
$2.00/lb., 44 Ib./M.S.Y.
0310
650
173
251
1,074
1,275
tt
0100
0300
B-66
Ib./M.S.Y. 1
Fine grading and seeding inch lime, fertilizer
&
B-1
Fertilizer
0600
Limestone hand push spreader, 50
lb.
per M.S.F.
lb.
.001
S.F.
.15
.02
.02
.10
.43
.54
.04
.05
seed,
with equipment
0400
hand push spreader, 35
Gab 13950
.18
1
Gab
per M.S.F.
^
i
1000
.048
S.Y.
200
.040
M.S.F.
180
.044
T
.44
1.86
2.67
3.74
14.95
1.47
16.42
18.65
5.70
1.63
7.33
8.75
.37
647
i
32 92
and Grasses
Turf
i
*
32 92 19 - Seeding 32 92 19.13 Mechanical Seeding 0800 1
000
Gross seed bond push spreoder, 4.5
Hydro or
oi[
seeding
lb.
per M.S.F.
for lorge oreos, incl.
seed ond
fertilizer
2014 Bare
Daily
Labor-
Crew
Output
Hours
Unit
ICIob
180
.044
M.S.F.
B-81
8900
.003
S.Y.
Material
20
Total
Costs
Equipment
Labor
InclO&P
Total
21.63
1.63
24.50
.43
.11
.08
.62
.73
1.76
.11
.08
1.95
2.20
'
1 1
1
With wood
00
300
Seed
1
8900
mulch added
fiber
only, over
00
seed,
lb., field
.003
.75
.75
.83
4.30
4.30
4.73
Lb. i
Maximum
1400
.
minimum
j
1
Lown seed, minimum
500
1.25
1.25
1.38
2.45
2.45
2.70
j
1
600
1
800
1
Moximum 50
B-58
seed
50
Lawn seed
900
21
1r
Aerial operations, seeding only, field
00
Seed and
50
!
seed
liquid fertilizer, field
5
244
19.25
62
325.25
365
.480
405
19.25
62
486.25
545
.480
735
19.25
62
816.25
905
895
19.25
62
976.25
1,075
.480
Acre |
;
;
J
2200
V
Lawn seed
50
;
32 92 23 - Sodding
1
" .
;
.480
ik
1
:
32 92 23.10 Sodding Systems f
0010 0020
SODDING SYSTEMS Sodding,
1
B-63
" deep, bluegross sod, on level ground, over 8 M.S.F.
:
1.8181 M.S.F
22 i
0200
4 M.S.F.
0300
1000
17
;
2.353;
'13.50:2.963;
S.F.
250
70.50
265
91
7.95
328.45
390
10.25
366.25
445
;
290
115
12.90
417.90
510
6.667
250
258
29
537
700
1
0500
6
Sloped ground, over 8 M.S.F.
0600
4 M.S.F.
5
8
265
310
35
610
805
0700
1000
4
10
290
385
43.50
718.50
965
20
2
253
8.70
339.20
410
1
000
S.F.
Bent gross sod, on
1100
3 M.S.F.
1200
Sodding
level
ground, over 6 M.S.F.
000
S.F. or less
2.222:
265
86
9.70
360.70
435
14
2.857
293
111
12.45
416.45
510
15
2.667
18 1
77.50
:
>
^
1
500
Sloped ground, over 6 M.S.F.
1600
3 M.S.F.
1700
1000
;
i
.
.13.50-2.963;
S.F. i
J
r
;
12
3.333
*
, r
.
253
103
11.65
367.65
450
265
115
12.90
392.90
480
293
129
14.55
436.55
540 1
32 9310 - General Planting Costs 32 9310.12 0010
Travel
TRAVEL
odd
to
all
nursery items " '
0015
1
0
to
20
miles one way, odd
^
All
5%
5%
10 %
10 %
j
0100
30
to
50
miles one woy, odd
" |
^
32 9313 - Ground Covers 32 93 13.10 Ground Cover Plants 0010 0012
0200 0600
GROUND COVER PLANTS Plants, pochysondro, in prepared beds
B
1
15
1.600
12
2
C
79.50
59.50
139
179
64.50
74.50
139
186
/t
Vinca minor,
Stone chips,
in
1
50
yr.,
lb.
bore root,
in
prepared beds
520
.046.
260
.092
260
.092
28
.857
Ton
24
32
B-17
30
1.067
Eo.
no
42
B-1
96
.250
B-17
18
1.778
bogs, Georgia marble
0700
Onyx gemstone
0800
Quartz
0900
Pea grovel, truckload
lots
Bog
7
4.13
1.72
5.85
16.50
3.45
19.95
6.15
9.60
3.45
56
7.20!
23.50 12.05
75.50
32 93 33 - Shrubs 32 93 33.10 Shrubs and Trees 0010 001
1
0100 0150 0300
648
SHRUBS AND TREES Evergreen,
in
prepored beds, B
& B
Arborvitoe pyramidal, 4 '-5'
Globe, 12"-15" Cedor, blue, 8'-10'
21.50
1
230
26
9.35
70
43.50
178
214
30.85
38
343.50
405
^
32 93 Plants 32 93 33 - Shrubs 32 93 33.10 Shrubs and Trees 0500
Hemlock, Canadian, 2-l/2'-3'
0550
Holly,
0600
Juniper, andorra,
Savannah, 8'
Skyrocket,
0660
Blue pfitzer, 2'-2-l/2'
0680
Ketleerie,
4-1/2 '-5'
2-1/2
0740
'-5' White, 4
1
1
Eo.
9.68
2.479
80
.300
80
.300
55
.582
44
.545
42.50
20.50
63
78
50
.480
51
17.90
68.90
83.50
B-1 B-1
;
'-3'
Equipment
25
Total
IncI
O&P
55.50
72
258
92.50
350.50
425
36
11.20
47.20
57
28.50
117
11.20
23
14.25
39.70
49
154.25
180
.480
59.50
17.90
77.40
93
.400
59
14.95
73.95
88
75
.427
51
16.85
10.45
78.30
93.50
60
.400
66.50
14.95
81.45
96
75
.427
82
16.85
10.45
109.30
128
60
.400
36
14.95
50.95
62.50
30
.800
32.50
30
62.50
82
V
30
.800
,r
86.50
30
116.50
141
B-1
96
.250
Ea.
B-1
2"-l 5"
B-1
18"-24"
Capitate,
Total
Costs
50
B-1
1
30.50
Labor
60
B-1
18"-24"
Yew, denisforma,
2014 Bare Material
^
Norway, 4 '-5'
IlOO
.667
--
Spruce, blue,
000
36
8"-24"
0720
0900
B-1
2-1/2 '-3'
Mugo,
0840
Unit
l8"-24"
Wiltoni,
0800
Hours
15"-18"
0640
Pine, black,
Labor-
Output
lO' H
-
0620
0700
Daily
Crew
Hicksi,2'-2-l/2'
32 93 33.20 Shrubs 0010 001
1
SHRUBS Broodleof Evergreen, planted
0100
Andromeda,
1
5"
in
0200
Azalea,
0300
Barberry, 9"-l 2", container
0400
Boxwood, 15"-18", B&B
1
-
prepared beds
5"-l 8", container
1
8", container
0500
Euonymus, emerald
0600
Holly,
0900
Mountlaurel,
1000
Poxistema,
1100
Rhododendron,
1200
Rosemary,
2000
Deciduous, planted
goiety,
1
2"
to
1
5", container
15"-18",B&B 18''-24",B&B
9-12"
1
1
8"-24", container
prepared beds, amelanchier, 2'-3', B
&
B
15"-18",B&B
2100
Azalea,
2300
Bayberry, 2'-3', B
2600
Cotoneaster,
2800
Dogwood, 3'-4', B
2900
Euonymus, alatus compacta,
3200
Forsythia, 2 '-3', container
3300
Hibiscus, 3'-4', B
3400
Honeysuckle, 3'-4', B
3500
Hydrangea, 2'-3', B
3600
Lilac,3'-4',B&B
3900
Privet,
4100
Quince, 2'-3', B
1
&
B
B&B
5"-l 8",
r
& B
&
5"
to
1
8", container
B-1
42.35
51
96
.250
28.50
9.35
37.85
46
130
.185
17.55
6.90
24.45
30
96
.250
42
9.35
51.35
60.50
115
.209
23
7.80
30.80
37.50
96
.250
35.50
9.35
44.85
54
70
11.20
81.20
94.50
22
6.90
28.90
34.50
38
18.65
56.65
71
80
.300
130
.185
48
.500
600
.040
57
.421
96
.250
28.50
57
.421
24
80
.300
27
11.20
40
.800
31.50
31.50
80
.300
25.50
11.20
60
.400
18.70
14.95
75
.427
48
16.85
B-1
&
60
.400
26
14.95
B
B-1
&
Russian olive, 3'-4',
4500
Viburnum, 3'-4', B
1.49
19.49
22
15.70
135.70
156
9.35
37.85
46
15.70
39.70
50
38.20
47
82.55
105
57
.421
29.50
15.70
40
.800
27.50
31.50
80
.300
14.25
57
.421
28
75
.427
26.50
16.85
70
.343
20
12.80
B-1
40
.800
24
31.50
B-1
8
4
B
B-1
B
Spirea, 3'-4', B
18
120
19.55
36.70
45.50
10.45
33.65
43.50
75.30
90
40.95
51.50
t
B-1
4400
i
/f
B
4200
&
7
B-
1
bare root, 18"-24"
&
9.35
'
high
gal. container
in
33
B&B
B-1
B
&
B-1
B
,
45.20
56.50
78.55
100
11.20
25.45
33
15.70
43.70
54.50
53.80
66.50
32.80
42
75.05
96.50
19.55
10.45
19.55
32 93 43 - Trees 32 93 43.20 Trees 0010 001
1
TREES Deciduous,
in
prep, beds, balled
0100
Ash, 2"
0200
Beech, 5 '-6'
0300
Birch,
0500
Crabapple, 6 '-8'
caliper
6 '-8', 3 stems
&
burlapped (B&B)
[H
m m
Ea.
185
158
98
441
555
50
.640
185
25.50
15.65
226.15
260
20
1.600
170
63
39
272
325
20
1.600
140
63
39
242
294
jr
649
32 93 43 - Trees 32 93 43.20 Trees 0600
Dogwood, 4
0700
4 '-5' Eostern redbud
0800
Elm, 8
0900
'-7' Ginkgo, 6
1000
Howthorn, 8'-10', 1" caliper
1100
Honeylocust, 10'-12', 1-1/2" caliper
1300
8' Lorch,
1400
Linden, 8'-10', 1" caliper
1500
Magnolia, 4 '-5'
1600
Maple,
1700
Mountain ash, 8'-10', 1" caliper
1800
Oak, 2-1 /2"-3" caliper
2100
Planetree, 9 '-11', 1-1/4" caliper
2200
Plum, 6'-8', 1" caliper
m m m m m m m m m m m m m m m m m m
'-5'
0' '-1
red,
8'-10', 1-1/2" caliper
9'-ir, 1-1/4"
2300
Poplar,
2500
Sumac, 2 '-3'
2700
5 '-6' Tulip,
2800
Willow, 6 '-8', 1" caliper
caliper
2014 Bare
Daily
Labor-
Crew
Output
Hours
Unit
B-17
40
.800
Ea.
130
31.50
-
32 9413
181.05
213
.800
148
31.50
19.55
199.05
232
1.600
260
63
39
362
425
24
1.333
150
52.50
32.50
235
282
20
1.600
163
63
39
265
320
10
3.200
205
126
78
409
505
32
1
125
39.50
24.50
189
226
20
1.600
143
63
39
245
297
20
1.600
100
63
39
202
250
10
3.200
200
126
78
404
500
16
2
175
79
49
303
370
6
5.333
320
211
130
661
815
10
3.200
240
126
78
444
545
20
1.600
80
63
39
182
228
145
126
78
349
440
10
3.200
75
.427
40
.800
20
1.600
^
i
,
tt
f
19.55
20
45
16.85
48
31.50
19.55
95
63
39
1 1
72.30
10.45
ti
2
'
i
.1
i|i
I'n
vi
y^'Uj\)|iY
J
!
'l
4^,11
99.05
li
i
iyi)^||l^l\'|tf
|'i^
87
123
197
245
Ill'll
I
1
r«
IndO&P
Total
40
L
»J
Total
Costs
Equipment
Labor
Material
i
iir
'
tMI
'n
' i
rB
'
|i|^>l\i
'i^
'
>
|
1
Landscape Edging
32 94 13.20 Edsing 00] 0
0050
EDGING /8"
390
.062
2.26
2.30
4.56
6.05;
0051
Black paint
390
.062
2.62
2.30
4.92
6.40
0052
Black anodized
390
.062
3.03
2.30
5.33
6.85'
1
370
.043
1.39
1.79
3.18
4.24
135
.119
3.60
4.89
8.49
11.40
Carp
650
.012
1.95
.56
2.51
3.02
550
.015
2.44
.67
3.11
170
.094
3.03
4.32
7.35
10
136
.118
3.36
5.40
8.76
12
330
.048
2.26
2.22
4.48
5.90
390
.062
3.90
2.30
6.20
7.85
390
.062
3.08
2.30
5.38
6.95
35
.457
14.20
16.75
30.95
41.50
19.20
28
47.20
64
0100 0150 0200
Aluminum
allay, including stakes,
1-1/2
Brick, set horizontally,
1
x 4", mill finish
B-•1
bricks per L.F.
D-
L. F.
f
Set
vertically,
3
bricks per L.F.
Corrugated aluminum,
roll,
4" wide
1
ri
0250
6" wide
0600
Railrood ties,
6"
x
8"
2 Carp
7" X 9"
0650 0750
Redwood 2"
0800
Steel
edge
4"
x
strips, inch
3/1 6"
0850
stakes, X
1
/4"
x 5"
B-1
4"
3.71
ff
32 94 50 - Tree Guying 32 94 50.10 Tree Guying Systems OOlO
TREE GUYING SYSTEMS
0015
Tree guying Including stakes,
OlOO
Less than
0200
3"
1000
to
Including
4"
3"
caliper,
caliper,
guy wire and wrap 2 stakes
2Clob
21
.762
arrowhead anchor, cable, turnbuckles and wrop
1100
Less than 3" caliper, 3" anchors
1200
3"
to
1300
6"
caliper,
6" anchors
12
1.333
1400
8"
caliper,
8" anchors
9
1.778
650
Ea. tr
3 stakes
6"
caliper,
4" anchors
2
Gab
20
.800
15
1.067
Ea.
'
44.50
29.50
74
94
38
39
77
103
44.50
49
128
65
93.50
193
125
242
iranspiantins 32 96 23 - Plant and Bulb Transplanting 32 96 23.23 Planting 0010 0012 0100
Daily
Labor-
Crew
Output
Hours
Unit
B-62
28
.857
Eq.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
PLANTING Moving shrubs on
24"
site, 1
2"
boll
tf
boll
34.50
6.20
40.70
59.50
44
7.90
51.90
75.50
257
97.50
354.50
ft
22
1.091
3.75
6.400
32 96 23.43 Moving Trees 0010
MOVING
0300
Moving
0400
TREES, On trees
60"
on
site
site,
36"
boll
B-6 n
boll
1
24
Ea.
"
965
365
1,330
500 1,875
651
Division
Notes DAILY
i
.
L„ 652
BARE COSTS
LABOR-
CREW OUTPUT HOURS
UNIT
MAT.
LABOR
EOUIP.
TOTAL
TOTAL
INCLO&P
appurtenances are sometimes
Estimating Tips 3310 00 Water
buried during regrading or
you find any discrepancies, mark up the repaving operations.
Utilities
33 30 00 Sanitary
site
Sewerage Utilities 33 40 00 Storm Drainage Utilities •
Never assume that the water, sewer, and drainage lines will go in at the early stages of the project.
Consider the
site
access needs before dividing
the site in half with open trenches, loose pipe,
and
machinery obstructions. Always inspect the site to establish that the site drawings are complete.
Check
existing utilities
off all
on your
drawings as you locate them.
If
plan for further research.
Differing site conditions can be
very costly
if
discovered later
in the project. •
See also Section 33 01 00 for restoration of pipe
where
Use
some major classifications. These numbers refer to related items in the Reference Section. The reference information may be an estimating procedure, an alternate pricing method, or
technical information.
Note: Not
can reduce
here necessarily appear in this
of
of piping materials
Reference numbers are shown in shaded boxes at the beginning of
may be new types
removal/replacement undesirable.
Reference Numbers
the overall project cost.
all
subdivisions listed
publication.
Owners/design engineers should consider the installing contractor as a valuable source of current information utility products
and
on
local
conditions that could lead to significant cost savings.
Be especially careful with
underground
utilities
because
Note: Trade Service, in part, has been used as a reference source for of the material prices used in Division 33.
some
1
»
33 01 Operation and Maintenance of Utilities 33 01 10 - Operation and Maintenance of Water 33 01 10.10 Corrosion Resistance 0010
Utilities
Crew
Daily
Labor-
Output
Hours
2014 Bare Material
Unit
Labor
Totol
Costs
Equipment
InclO&P
Total
j
CORROSION RESISTANCE 2.53
2.53
2.78
0040
6" diameter
3.81
3.81
4.19
0060
8" diameter
4.53
4.53
4.98
0012
Wrap &
add
copt,
to pipe,
4" diameter
L. F.
0100
1
2" diameter
7.45
7.45
8.20
0200
24" diameter
14.40
14.40
15.85
0500
Coating, bituminous, per diameter inch,
0540
add
coat,
1
3 coat
0560
Coal tar epoxy, per diameter inch,
0600
coat,
1
add
3 coat
33 01 30 - Operation and Maintenance of Sewer
.64
.64
.70
1.93
1.93
2.12
.23
.23
.25
.69
.69
.76
Utilities
33 01 30.72 Relining Sewers 0010 0011
RELINING SEWERS
\
With cement inch bypass
0020
10,000
Less than
&
L.F.,
0200
24"
to
36"
0300
48"
to
72"
cleoning
urbon, 6" to 10"
C-17E
i
33 05 Common Work Results for 33 05 16 -
.615
90
.889
80
1
L. F
f
9.55
29.50
.73
39.78
57
15.25
42.50
1.05
58.80
83.50
24.50
47.50
1.18
73.18
3,675
1,125
375
5,175
6,125
5,300
6,300
,
102
Utilities
Utility Structures
33 05 16.13 Precast Concrete 0010
130
Utility
PRECAST CONCRETE UTILITY BOXES,
0050
5' X 10' X 6' high,
I.D.
0100
6' X 10' X 6' high,
0150
6"
Boxes
thick
1
2
28
I.D.
2
28
3,800
1,125
375
5' X 12' X 6' high,
I.D.
2
28
4,025
1,125
375
5,525
6,525
0200
6' X 12' X 6' high,
I.D.
1.80
31.111
4,525
1,250
415
6,190
7,325
0250
6' X 13' X 6' high,
I.D.
1.50
37.333
5,925
1,500
495
7,920
9,350
0300
8' X 14' X 7' high,
I.D.
1
56
6,400
2,225
745
9,370
11,300
4
6
410
224
634
795
1,475
320
1,917
2,225
875
965
97,500
107,000
Day
630
705
Job
41,200
45,900
445,500
490,500
B-13
Ea.
’
0350
Hand
0400
l'-0"x2'-0"xl'-9",
0450
M /2"
hole, precast concrete,
4'-6"x3'-2"x2'-0",
thick
I.D., light
duty
B-1
Ea. /
O.D., heavy duty
33 05 23 - Trenchless
B-6
3
8
122
Utility Installation
33 05 23.19 Microtunneling 0010 001
1
MICROTUNNELING Nol including excavation,
0020
or dewatering, average
0100
24"
0110 1
000
1010 1
1
00
1110
to
48"
backfill, shoring,
50 '/day,
outside diameter,
slurry
method
minimum
L.F.
Adverse conditions, odd
Rent microtunneling machine, average monthly lease
Month
Operoting technician Mobilization and demobilization,
minimum
Maximum
33 05 23.20 Horizontal Boring 0010 0011
0020 0100
HORIZONTAL BORING Casing only, 100' minimum, not inch jacking pits or dewotering
Roadwork,
1
/2"
thick woll,
0200
36" diameter
0300
48" diameter
24" diameter
casing
B-42
20
3.200
16
4
15
4.267
15
4.267^
L.F.
1
121
132
68.50
321.50
415
223
165
85.50
473.50
600
310
176
91
577
715
121
176
91
388
510
1
0500
Railroad work,
24" diameter
i
j
I
^
Common Work Results for Utilities
33 05
33 05 23 - Trenchless
Utility Installation
33 05 23.20 Horizontal Boring 0600
36" diameter
0700
48" diometer
0900
33 05 26.10
0400 0500
Labor-
Output
Hours
Unit
Materiol
Labor
B-42
14
4.571
IF.
223
189
12
5.333
310
220
2014 Bare
Total
Costs
Equipment
97.50
114
Total
InclO&P
509.50
650
644
810
20%
For ledge, add
33 05 26 0010
Daily
Crew
20%
Utility Identification
Utility
Accessories
UTILITY ACCESSORIES Underground tape, detectable, reinforced, alum,
foil
core,
2"
150
IClab "
6"
3311 13 ~ Public Water
.053
C.L.F.
"
140
.057
5.65
1.95
7.60
9.25
27.50
2.09
29.59
33.50
Utility Distribution Piping
33 11 13.15 Water Supply^ Ductile Iron Pipe 0010
WATER SUPPLY, DUCTILE IRON
0020
Not including excovotion or
2000
Pipe, class
50 water
PIPE
R 331
]
13 80
backfill
8 piping,
1
'
lengths
4" diameter
200
.200
15.60
9.15
2.41
27.16
34
2040
6" diameter
160
.250
17.75
11.45
3.01
32.21
40.50
2060
8" diameter
133.33
.300
24.50
13.75
3.61
41.86
52
2080
10" diameter
114.29
.350
35
16.05
4.21
55.26
67.50
2100
1
2" diameter
105.26
.380
42.50
17.40
4.57
64.47
78.50
2120
1
4" diameter
100
.400
60
18.35
4.81
83.16
2140
1
6" diameter
72.73
.550
63.50
25
6.60
95.10
2160
1
8" diameter
68.97
.580
74.50
26.50
7
108
2170
20" diameter
57.14
.700
85.50
32
8.40
125.90
153
2180
24" diameter
47.06
.850
108
39
10.25
157.25
190
2020
3000
Mechanical
jaint,
Tytan, push-an jaint,
3020
6" diameter
3040
8" diameter
3060
10" diameter
3080
B-21A
4" diameter
17
4.58
1.20
22.78
27
.120
17.85
5.50
1.44
24.79
29.50
23.50
.220
1
2" diameter
160
.250
3100
1
4" diameter
133.33
3120
1
6" diameter
114.29
3140
1
8" diameter
3160
20" diameter 24" diameter
8006
mechanical
90°
1^
130
.100
.200
Fittings,
99.50
116
400
200
8000
F.
333.33
181.82
3180
L
9.15
2.41
35.06
42
35
10.10
2.65
47.75
57
37
11.45
3.01
51.46
62
.300
41
13.75
3.61
58.36
70
.350
49.50
16.05
4.21
69.76
83.50
100
.400
55
18.35
4.81
78.16
94
88.89
.450
57
20.50
5.40
82.90
100
76.92
.520
r
64
24
6.25
94.25
114
Fa.
273
362.50
435
jaint
bend, 4" diameter
89.50
16
2
8020
6" diameter
12.80
2.500
405
112
517
615
8040
8" diameter
1,
10.67
2.999
725
134
859
1,000
8060
1
0" diameter
B-21A
11.43
3.500
980
160
42
1,182
1,375
8080
1
2" diameter
10.53
3.799
1,375
174
45.50
1,594.50
1,825
8100
1
4" diameter
10
4
1,850
183
48
2,081
2,350
8120
1
6" diameter
7.27
5.502
2,400
252
66
2,718
3,075
8140
1
8" diameter
6.90
5.797
3,225
266
69.50
3,560.50
4,025
8160
20" diameter
5.71
7.005
4,050
320
84.50
4,454.50
5,025
8180
24" diameter
j4.70
8.511
6,275
390
6,767
7,600
2.999
440
134
574
690
8200
Wye
ar tee,
4" diameter
B-20AI
‘
4
B-20AI 10.67
102
8220
6" diameter
8.53
3.751
670
168
838
990
8240
8" diameter
liu
4.501
1,075
201
1,276
1,475
8260
1
7.62
5.249
1,550
241
1,854
2,125
!
0" diameter
B-21A
63
655
Utility Distribution Piping
33 11 Water
33 11 13 “ Public Water
Utility Distribution Piping
33 11 13.15 Water Supply, Ductile Iron Pipe
Labor-
Output
Hours
Unit
B-21A
7.02
5.698
Ea.
8280
1
2" diameter
8300
1
4" diameter
6.67
8320
1
6" diometer
4.85
8340
1
8" diameter
8360
20" diometer
24" diameter
8380 8450
6" x 4" diameter
Decreaser,
8"
8460 8470
1
B-20A
6" diameter
X
2"
lA
B-2
Material
Total
Costs
Equipment
Labor
Total
IncI
O&P
2,025
261
68.50
2,354.50
2,700
5.997
3,250
275
72
3,597
4,075
8.247
3,600
380
99
4,079
4,650
4.60
8.696
4,875
400
105
5,380
6,100
3.81
10.499
6,825
480
126
7,431
8,400
11,600
585
153
12,338
13,800
360
101
461
550
648
765
819
960
3.14
12.739
14.22
2.250
!
0" X 6" diameter
2014 Bare
Daily
Crew
11.64
2.749
525
123
13.33
3.001
645
138
36
X
6" diameter
12.70
3.150
795
144
38
977
1,125
8490
1
6"
X
6" diameter
10
4
1,425
183
48
1,656
1,900
8500
20"
X
6" diameter
8.42
4.751
3,125
218
57
3,400
3,850
6
4
715
163
878
1,050
8480
8550
1
Piping, butterfly valves, cast iron
8560
4" diameter
8570
6" diameter
8580
8" diameter
B-20
Ea.
/!
B-21
5
4.800
850
196
1,046
1,250
4
7
1,025
295
35
1,355
1,625
8590
lO" diameter
3.50
8
1,500
340
40
1,880
2,225
8600
1
2" diameter
3
9.333
1,550
395
46.50
1,991.50
2,375
8610
1
4" diometer
2
14
3,700
590
70
4,360
5,050
8620
1
6" diameter
2
14
3,225
590
70
3,885
4,525 1
33 11 13.25 Water Supply, Polyvinyl Chloride Pipe 0010 0020 2100
WATER SUPPLY, POLYVINYL CHLORIDE Not including excovation or
PVC
pipe. Class
2120 2140
2-1
2160
3" diameter
3010
/2"
backfill, unless specified
50, 1-1 /2" diameter
1
2" diameter
PIPE
diameter
AWWAC905,
750
.013
686
.015
.67
500
.020
1.28
B-20
430
.056
> r
1.38
B-20A
L.F.
13.65
Q-IA
-
1.20
1.64
.84
1.51
2.02
1.16
2.44
3.16
2.28
3.66
5.05
6.70
20.35
25.50
.43
LF.
.77
PR 100, DR 25
3030
1
4" diameter
213
.150
3040
1
6" diameter
200
.160
19.20
7.15
26.35
32
3050
1
8" diameter
160
.200
24
8.95
32.95
40
3060
20" diameter
133
.241
30
10.75
40.75
49.50
3070
24" diometer
107
.299
43
13.40
56.40
67.50
3080
30" diameter
80
.400
81
17.90
98.90
117
3090
36" diameter
80
.400
126
17.90
143.90
166
3100
42" diameter
60
.533
168
24
192
222
3200
48" diameter
60
.533
220
24
244
279
4520
Pressure pipe Closs
SOR
AWWA
C900, 4" diameter
380
.084
4530
6" diameter
316
.101
4540
8" diometer
264
.121
1
50,
1
8,
:
2.61
3.77
6.38
8.60
5.25
4.53
9.78
12.70
8.90
5.40
14.30
18
15.45
6.50
21.95
27
20.50
7.70
28.20
34.50
1
4550
10" diameter
4560
1
8000
Fittings with rubber
8003
Class 150,
8006
90° Bend
2" diameter
r
220
.145
186
.172
;
1
gasket
OR 18 4" diameter
100
.240
8020
6" diameter
90
.267
8040
8" diometer
80
8060
10" diameter
50
.480
8080
1
2" diameter
30
.800
4" diameter
90
.267
8120
6" diameter
80
.300
8140
8" diameter
70
.343
,
B-20
Ea.
42.50
9.80
52.30
61.50
74.50
10.90
85.40
99
^
.
.300
1
144
12.25
156.25
178
330
19.60
349.60
390
425
32.50
457.50
515
58
10.90
68.90
144
12.25
156.25
177
184
14
198
224
I
8100
Tee,
.
656
!
80.50
33
Water
11
3311 13 - Public Water
Utility Distribution Piping
33 11 13.25 Water Supply, Polyvinyl Chloride Pipe
Daily
Labor-
Crew
Output
Hours
Unit
Material
B-20
Ea.
590
24.50
614.50
690
765
49
814
915
2014 Bare Labor
Total
Costs
Equipment
Total
IndO&P
1
0" diameter
40
.600
1
2" diameter
20
1.200
45° Bend, 4" diameter
100
.240
42
9.80
51.80
61
73
10.90
83.90
97
8160 8180
8200
§
Utility Distribution Piping
8220
6" diameter
90
.267
8240
8" diameter
50
.480
144
19.60
163.60
190
50
.480
330
19.60
349.60
390
8260
1
0" diameter
8280
1
2" diameter
30
.800
425
32.50
457.50
515
100
.240
126
9.80
135.80
153
8320
8" X 6"
90
.267
224
10.90
234.90
263
8330
10"x6"
90
.267
380
10.90
390.90
430
8340
10"x8"
90
.267
395
10.90
405.90
445
8350
12"x6"
90
.267
450
10.90
460.90
505
8360
12"x8"
90
.267
470
10.90
480.90
530
100
.240
95
9.80
104.80
120
.267
95
10.90
105.90
122
95
10.90
105.90
122
Reducing tee 6" x 4"
8300
Tapped service tee (threaded type) 6" x 6" x 3/4"
8400 8430
6"x6"xl"
90
8440
6"
X
6" X 1-1/2"
90
.267
8450
6"
X
6" X 2"
90
.267
95
10.90
105.90
122
8460
8"
X
8" X 3/4"
90
.267
140
10.90
150.90
171
8470
8"x8"xl"
8480
8" 8"
8490
90
.267
140
10.90
150.90
171
X
8" X 1-1/2"
90
.267
140
10.90
150.90
171
X
8" X 2"
90
.267
140
10.90
150.90
171
Repair coupling 4"
100
.240
22.50
9.80
32.30
40
8520
6" diameter
90
.267
34.50
10.90
45.40
55
8540
8" diameter
50
.480
83
19.60
102.60
122
8560
1
0" diameter
50
.480
208
19.60
227.60
260
8580
1
2" diameter
50
.480
233
19.60
252.60
288
8500
Plug end 4"
100
.240
22.50
9.80
32.30
40
8620
6" diameter
90
.267
40.50
10.90
51.40
61.50
8640
8" diameter
50
.480
69
19.60
88.60
107
8660
1
0" diameter
50
.480
96.50
19.60
116.10
137
1
2" diameter
50
.480
19.60
138.60
162
8600
8680
r
33 12 Water 33 12 19 - Water 331219.10 0010
0020 1
000
1100
FIRE
Fire
Utility Distribution
Utility Distribution Fire
119
Equipment
Hydrants
Hydrants
HYDRANTS
Mechonical Fire
joints unless
otherwise noted
hydrants, two way; excavation and backfill not inch
4-1/2" valve
size,
depth 2 '-0"
B-21
10
1120
2 '-6"
10
1140
3'-0"
10
1300
7'-0"
1,650
118
14
2.800
1,750
118
14
1,882
2,125
2.800
1,875
118
14
2,007
2,250
23.50
2,370.50
2,700
2.800
Ea.
1,782
2,025
1
2400 2480
Lower
barrel extensions with stems,
3'-0"
'-0" 1
B-20
6
4.667
2,150
197
14
1.714
355
70
425
500
12
2
770
81.50
851.50
970
ft
657
33 16 Water
Utility
Storage Tanks
33 16 13 “ Aboveground Water
Utility
Storage Tanks
33 16 13.13 Steel Water Storage Tanks 0010 09 1 0
STEEL
Crew
Daily
Labor-
Output
Hours
2014 Bare Unit
Materiol
Labor
Total
Costs
Equipment
Total
Incl ,
O&P
WATER STORAGE TANKS
Steel,
ground
level,
ht./diam. less than
1 ,
not
incl.
fdn.,
1
00,000
Ea.
gallons
202,000
244,500 324,000
1000
250,000
gallons
295,500
1200
500,000
gallons
417,000
458,500
gallons
538,000
591,500
1250
750,000
1300
1,000,000
gallons
558,000
725,500 1,148,000
2,333,000
1500
2,000,000
gallons
1,043,000
1600
4,000,000
gallons
2,121,000
1800
6,000,000
gallons
3,095,000
3,405,000
1850
8,000,000
gallons
4,068,000
4,475,000
1910
10,000,000
5,050,000
5,554,500
546,500
600,500
722,500
794,500
gallons
1,060,500
1,167,000 1,923,000
2100
gallons
Steel standpipes, ht./diam. more than 1, 100' to overflow, no fdn.
2200
500,000
Ea.
gallons
2400
750,000
2500
1,000,000
gallons
2700
1,500,000
gallons
1,749,000
2800
2,000,000
gallons
2,327,000
2,559,000
299,000
329,500
Prestressed Cone. Water Storage Tanks 33 16 13.161.000. 0010
2.000. CONC. WATER STORAGE TANKS PRESTRESSED
4.000. fdn., pipe or pumps, 250,000 gallons Not including
Ea.
6.000.
0100
487,000
536,000
gallons
707,000
807,500
10.000. 000 gallons
1,072,000
1,179,000
500,000
gallons
8.000.
000
0400
000
gallons
1,706,000
1,877,000
0700
000
gallons
2,266,000
2,493,000
0750
000
gallons
2,924,000
3,216,000
3,533,000
3,886,000
000
gallons
33 16 13.23 Plastic-Coated Fabric Pillow Water Tanks 0010
PLASTIC-COATED FABRIC PILLOW WATER TANKS
7000
Water tanks,
7100
Supporting
vinyl
coated fabric pillow tanks, freestanding, 5,000 gallons
embankment
not included,
25,000
gallons
3,600
293
3,893
4,400
13,000
880
13,880
15,600
1,575
19,675
22,300
2,925
44,425
50,000
5,275
64,775
73,500 91,000
4 Clob
4
8
6 Clab
2
24
8 Clob
1.50
42.667
18,100
9 Clab
.90
80
41,500
144
59,500
Eo.
7200
50,000
7300
100,000
gallons
7400
150,000
gallons
.50
7500
200,000
gallons
.40
180
73,500
6,600
80,100
7600
250,000
gallons
.30
240
103,500
8,800
112,300
gollons
127,500
‘
1
33 16 19 - Elevated Water
Utility
Storage Tanks
33 16 19.50 Elevated Water Storage Tanks 0010
ELEVATED WATER STORAGE TANKS
0011
Not
3000
Elevated water tanks, 100' to bottom capacity line,
3010
incl.
pipe,
50.000
pumps
or foundation
gallons
incl.
pointing Eo.
185,000
204,000
3300
100.000
gallons
280,000
307,500
3400
250.000
gallons
751,500
826,500
3600
500.000
gallons
1,336,000
1,470,000
3700
750.000
gallons
1,622,000
1,783,500
3900
1,000,000
2,322,000
2,556,000
658
gallons
33 21 Water Supply Wells Public Water Supply Wells
33 21 13
and Accessories
33 21 13.10 Weils 0010
Domestic
0100
Drilled,
0400
0500 0600 0800 0900 1200 1300
1500
Daily
Labor-
Output
Hours
Unit
L. F.
2014 Bare Material
Total
Costs
Equipment
Labor
Total
Ind
O&P
WELLS & ACCESSORIES
0011
0200
Crew
4"
6" diameter
to
B-23 "
8" diameter 40' deep,
Gravel pack well,
24" diameter
casing x
36" diameter Observation
casing x
/4"
wells, 1-1
/2"
&
8" diameter screen
1
8" diameter screen
riser
B-23
1/2
H.P.
1520
3/4
H.P.
307
12.35
24
36.35
45.50
15.55
30.50
46.05
57.50
(1
Total
38,800
11,400
22,200
72,400
84,500
40,000
12,400
24,000
76,400
89,500
.12
333
163
.245
V.L.F.
20.50
.482
Ea.
51.50
5 to 50
GPM)
B-23
810
1.51
26.490
121.80
.328
L. F.
3.22
4.969
Ea.
2.66
9.10
17.70
23
980
47.30
56
74.50
92
3,690
1,900
4,525
ft
21.50
12.15
23.50
57.15
68.50
100' deep, 4" submersible
installed in wells to
1510
.13
ISkwk 16.60
50' deep
Over 50' deep, add
Pumps,
.420
f
pipe
diameter, up to
.333
casing, complete
1
roadway box, add
For flush Buffalo Test well, 2-1
inch gravel
120 95.20
Q-1
450
257
707
885
6.015
590
310
900
1,125
2.29
6.987
680
360
1,040
1,300
1.60
10
735
520
415
1,670
2,050
1
1600
1
1700
1-1/2
1800
2
H.P.
1.33
12.030
890
625
500
2,015
2,475
1900
3
H.P.
1.14
14.035
1,375
725
580
2,680
3,250
5
H.P.
1.14
14.035
2,300
725
580
3,605
4,275
.89
17.978
7,175
930
745
8,850
10,100
.73
21.918
8,600
1,125
910
10,635
12,200
3020
.008
Lb.
2000 3000
H.P.
0-22
H.P.
Pump, 6" submersible, 25'
3100
25'
to
to
150' deep, 25
500' deep, 30 H.P, 100
to
H.P.,
249
to
297 GPM
300 GPM
1
i
'
B-23A
8000
Steel well casing
9950
See Section 31 23
1
9.40
for wellpoints
9960
See Section 31 23
1
9.30
for drainage wells
1.22
.33
.90
2.45
2.83
33 21 13.20 Water Supply Wells, Pumps WATER SUPPLY WELLS, PUMPS n
With pressure control
)0
Deep
42
well, jet,
1040
gal.
galvanized tank
3/4 HP Shallow well,
jet,
30
1
Plum
.80
10
Ea.
1,100
575
1,675
2,100
1
Plum
2
4
Ea.
895
230
1,125
1,325
375
.064
L.F.
350 335
galvanized tank
gal.
1/2 HP
33 31 13 - Public Sanitary
Utility
Sewerage Piping
33 31 13.15 Sewase Collection, Concrete Pipe 0010 0020
SEWAGE COLLECTION, CONCRETE See Section 33 41
1
3.60
for
PIPE
sewage/drainage
collection, concrete pipe
33 31 13.25 Sewage Collection, Polyvinyl Chloride Pipe 001 0
SEWAGE COLLECTION, POLYVINYL CHLORIDE
0020
Not including excavation
2000
20' lengths, SDR 35, B&S, 4" diameter
13' lengths
,
SDR 35, B&S, 8" diameter
2120
1
0" diameter
2160
1
2" diameter
2200
1
5" diameter
4000
B-20
6" diameter
2040
2080
PIPE
or backfill
Piping,
DWV
PVC, no exc./bkfilL, 10'
4010
6" diameter
4020
8" diameter
i B-21
r L,
Sch 40, 4" diameter
B-20
1
Li
1.46
2.62
4.08
5.65
.069
3.29
2.80
6.09
7.95
.072
6.95
2.93
9.88
12.10
330
.085
11.40
3.58
.42
15.40
18.50
320
.088
12.75
3.69
.44
16.88
20
240
.117
13
4.92
.58
18.50
22.50
375
.064
4.64
2.62
7.26
9.15
350
.069
10.20
2.80
13
15.55
335
.072
19.70
2.93
22.63
26
659
i ”5
33 36
Septic Tanks
Utility
33 36 13 -
Septic Tank and Effluent
Utility
§SWr^
/
--
-C:
Wet Wells
tt' '
Doily
Lobor-
Output
Hours
2014 Bare
Total
Costs
'
33 36 13.13 Concrete 0010
Septic Tank
Utility
Crew
Material
Unit
Labor
Equipment
IndO&P
Total j
'
CONCRETE UTILITY SEPTIC TANK
*i
'
J
001
1
001 5
Not
excavation or piping
includiilg
Septic tanks, precast,
1
,000
1
B-21
gallon
:
8
3.500
Ea.
1,075
148
17.50
20
1,689
1,925
2,239
2,550
1,240.50
1,450
'
0060
1,500
gallon
0100
2,000
gallon
0200
5,000
gallon
0300
1
0400
25,000
gallon, 4 piece
0500
40,000
gallon,
0520
50,000
gallon, 5 piece gallon, cost in place
5,000
7
0660
100,000 Leaching
5,000
Heavy
1
duty, 8' X 4' X
13'x3'-9"xl'-6"
1500
pit,
2000
16
9,475
640
213
10,328
1
1.70
32.941
21,700
1,325
670
23,695
26,700
1.10
50.909
42,200
2,025
1,025
45,250
50,500
.80
70
54,000
2,800
1,425
58,225
65,500
B-13C
.60
93.333
62,000
3,725
2,850
68,575
C-14C
.25
448
75,500
19,700
130
95,330
'-7"
.15
746
93,500
32,800
217
126,517
16
3.500
480
140
x
14
4
284
159
53.50
12
4.667
1,125
186
62
1,373
1,600
5
11.200
1,175
445
149
1,769
2,125
8
3.500
710
148
17.50
4.70
5.957
885
251
30
1,166
1,400
4.70
5.957
1,600
251
30
1,881
2,175
8
3.500
1,300
148
17.50
1,465.50
1,675
8
3.500
1,400
148
17.50
1,565.50
1,800
7
4
1,650
169
20
1,839
2,100
8
1
47.50
103
135
54
284
335
78.50
29.50
108
131
78.50
36.50
115
143
73.50
548.50
640
'-4", standard
1
B-13
'-6"
20'x4'xl'-6" Leaching
3.50
3
iy
x 3
'
1300
400
28
4 piece
1350 1
236
B-13B
4 piece
1
1200
1,975
gallon
chambers,
field
1,500
5.600
:
r
3
50
4
5
B-
gallon,
0640
1 1
7
169
*
ir
precost concrete, 3' diameter, 3' deep
B-21
6' diameter, 3' section Velocity reducing
pit,
precast cone., 6' diameter, 3' deep
33 36 13.19 Polyethylene
Utility
r
46.50
1,600
77,500 1
13,500
153,500
666.50
790
496.50
615
875.50
1
1,025
Septic Tank t
0010 001 5
POLYETHYLENE UTILITY SEPTIC TANK High density polyethylene,
0020
1,250
gallon
0025
1,500
gallon
33 36 19 33 36 19.13 0010 3000
filter,
B-21
gallon
Septic Tank Effluent
Septic Tank Effluent Tube
Utility
Effluent
,000
.
Utility
UTILITY SEPTIC
1
TANK EFFLUENT TUBE
:
:
.
Filter
Filter
FILTER
4" diameter
Skwk
1
;
55.50
Ea. f
6" diameter
3020
Ea.
7
1
.
143
230
:
[
33 36 33 33 36 33.13
Septic Tank Drainage Field
Utility
Septic Tank Tile Drainage Field
Utility
1
0010
UTILITY SEPTIC
TANK
TILE
DRAINAGE
FIELD f
001 5
Distribution box, concrete, 5 outlets
2 Clab
20
.800
Ea.
J '
0020
7 outlets
16
1
0025
9 outlets
8
2
0115
Distribution boxes,
0120
8 outlets
HOPE, 5 outlets
0240
Distribution boxes. Outlet
0300
Precast concrete, galley, 4
Flow Leveler
475
20
.800
64.50
29.50
94
116
10
1.600
68.50
58.50
127
166
50
.160
B-21
16
1.750
B-12F
145
.110
"
335
.048
IF.
B-6
150
.160
C.Y.
"
150
.160
1
Clab
2.22
8.07
5.85
' '
x 4
'
x 4
241
74
8.75
323.75
4.57
9.36
11.50
390
33 36 50 - Drainage Field Systems 33 36 50.10 Drainage Field Excavation and 001 0
2200 2400
2600 2800
660
DRAINAGE
FIELD
Septic tank
&
EXCAVATION AND
drainage
field
4' trench for disposal Gravel
fill,
run of
bank
Crushed stone,
3/4"
FILL
excavation with
field,
3/4
Fill
C.Y.
3/4
c.y
backhoe
bockhoe
4.79
C.Y.
"
12.30
2.08
1.98
4.06
5.35
19.90
6.40
2.44
28.74
34.50
34.50
6.40
2.44
43.34
50
33 41 13 " Public Storm
Drainage Piping
Utility
33 41 13.40 Piping, Storm Drainage, Corrugated Metal PIPING, STORM DRAINAGE, CORRUGATED METAL 0010 0020
Not including excovotion or
2000
Corrugated metal pipe, galvanized
2020
Bituminous coated with paved
2040
8" diameter,
1
Crew
Doily
Labor-
Output
Hours
Unit
330
.145
LF.
2014 Bore Material
Labor
Total
Costs
Equipment
Total
IncI
O&P
backfill
invert,
20' lengths
6 ga.
B-1
8.70
15.46
19.40
1.41
17.61
22.50
1.74
21.69
27.50
5.65
1.11
9.05
7.15
11.10
8.85
2060
1
0" diameter,
2080
1
2" diameter,
1
5" diameter,
1
6 ga.
200
.240
15.25
9.30
1.83
26.38
33
2120
1
8" diameter,
1
6 ga.
190
.253
16.75
9.80
1.92
28.47
35.50
2140
24"
diameter,
1
4 ga.
160
.300
21.50
11.60
2.28
35.38
44
2160
30"
diameter,
1
4 ga.
120
.467
28
18.60
6.20
52.80
66
2180
36"
diameter,
1
2 ga.
120
.467
35.50
18.60
6.20
60.30
74.50
2200
48"
diameter,
1
2 ga.
100
.560
53
22.50
7.45
82.95
100
2220
60"
diameter, 10 ga.
75
.747
80
30
15.15
125.15
150
2240
72"
diameter, 8 ga.
45
1.244
r
95.50
49.50
25.50
170.50
209
355
.135
L.F.
7.85
5.25
1.03
14.13
17.85
280
.171
9
6.65
1.30
16.95
21.50
220
.218
10
8.45
1.66
20.11
26
220
.218
12.50
8.45
1.66
22.61
28.50
205
.234
15.10
9.05
1.78
25.93
32.50
175
.274
19
10.60
2.09
31.69
39.50
2100
2500
1
6 ga.
260
.185
1
ga.
210
.229
6
^
B-13B
Galvanized, uncoated, 20' lengths
2520
8" diameter, 16 ga.
2540
1
0" diameter, 16
ga.
2560
12" diameter, 16
ga.
1
5" diameter,
2600
1
8" diameter,
2620
24" diameter, 14
2640
30"
diameter,
2660
36"
diameter, 12 ga.
2580
B-1
1
1
1
B-1
:
-
6 ga.
j
6 ga. -
ga.
,
4 ga.
r
B-1
130
.431
25
17.15
5.75
47.90
60.50
130
.431
32
17.15
5.75
54.90
68
no
.509
47.50
20.50
6.80
74.80
91
78
.718
72
28.50
14.55
115.05
139
73
53
10.45
136.45
173
j
2680
48"
diameter,
2690
60"
diameter, 10 ga.
2780
1
2 ga.
^ r
3B
B-
End sections, 8" diometer
35
1.371
2785
10" diameter
35
1.371
77
53
10.45
140.45
178
2790
1
2" diameter
35
1.371
114
53
10.45
177.45
218
2800
1
8" diameter
2810
24" diameter
2820
B-1
Fa.
^
30
1.600
115
62
12.20
189.20
236
25
2.240
215
89.50
30
334.50
405
30" diameter
25
2.240
330
89.50
30
449.50
530
2825
36" diameter
20
2.800
480
112
37.50
629.50
740
2830
48" diameter
10
5.600
950
223
74.50
1,247.50
1,475
2835
60" diameter
2840
72" diameter
, r
B-1
B-1
3B
5
11.200
1,650
445
227
2,322
2,725
4
14
1,975
560
284
2,819
3,325
265.04
.181
f
.
33 41 13.60 Sewage/Drainage Collection, Concrete Pipe 0010 0020 1000
SEWAGE/DRAINAGE COLLECTION, CONCRETE Not including excovotion or
PIPE
backfill
Non-reinforced pipe, extra strength,
B&S
or
T&G
ioints
1010
6" diameter
1020
8" diometer
224
1030
1
0" diameter
216
200
B-1
5.60
7
1.38
13.98
18.45
.214
6.15
8.30
1.63
16.08
21.50
.222
6.85
8.60
1.69
17.14
22.50
.240
8.15
9.30
1.83
19.28
25.50
L.F.
1
2" diameter
1050
1
5" diameter
180
.267
11.25
10.35
2.03
23.63
30.50
1060
1
8" diameter
144
.333
13.20
12.90
2.54
28.64
37
1070
21" diameter
112
.429
16.30
16.60
3.26
36.16
47
1080
24" diameter
100
.480
22
18.60
3.65
44.25
56.50
150
.320
10
12.40
2.44
24.84
32.50
150
.320
13
12.40
2.44
27.84
36
132
.364
16.75
14.10
2.77
33.62
43
1040
2000 2010 2020 2030
Reinforced culvert, class 3, no goskets 1
2" diameter
1
5" diameter
1
8" diameter
B-1
IF.
r
661
33, 41
Storm
Utility
13 41 13 - Public Storm
Drainage Piping
utility
Drainage Piping
33 41 13.60 Sewaqe/Drainage Collection, Concrete Pipe 21" diameter
2035
2040
Crew B-14
24" diameter
•
2014 Bare
Daily
Labor-
Output
Hours
Unit L.F.
Material
Labor
Total
Costs
Equipment
Total
InclO&P
1
20
.400
21
15.50
3.04
39.54
50.50
1
00
.480
25
18.60
3.65
47.25*
60
92
.609
36
24.50
8.10
68,60
85.50
88
.636
40.50
25.50
8.50
74.50
93
72
.778
55
31
10.35
96.35
119
72
.778
74
31
15.80
120.80
146
88
35
17.75
140.75
170
46.50
23.50
205
247
2045
27" diameter
2050
30" diameter
2060
36" diameter
2070
42" diameter
2080
48" diameter
64
.875
2090
60" diameter
48
1.167
135
2100
72" diameter
40
1. 400
205
56
28.50
289.50
345
70
35.50
355.50
420
93
2120
84" diameter
2140
96" diameter
B-13
B-13B
12" diometer
32
1.
750
250
24
2.333
300
47.50
440.50
525
.83
18.88
24
.88
22.58
28
1
68
.167
11
7.05
1
5" diameter
1
60
.175
14.30
7.40
2230
1
8" diameter
1
52
.184
18.45
7.80
.92
27.17
33.50
2240
24" diameter
1
36
.206
31.50
8.70
1.03
41.23
49
2260
30" diometer
88
.636
48
25.50
2270
36" diameter
72
.778
64.50
31
2200
With gaskets, class 3,
2220
2290
48" diameter
2310
72" diameter
B-21
3
Bf
B-13B
2" diameter
8.50
82
101
129
10.35
105.85
183
64
.875
100
35
17.75
152.75'
40
1.400
224
56
28.50
308.50
365
3l
.903
225
38
4.52
267.52
310
1
5" diometer
25
1.120
266
47.50
5.60
319.10
370
2400
1
8" diameter
20
1.400
305
59
7
371
435
2420
24" diameter
14
2
370
84.50
464.50
545
2440
36" diameter
lO
5.600
74.50
1,087.50
1,300
2330
Flared ends,
2340
3080 3090 3500
1
B-21
1r 3
B-
Radius pipe, add to pipe prices,
1
2"
to
60" diameter
elliptical,
8' lengths,
23"
inside,
X
38"
X
45"
38"
X
48"
X
58"
X
3520
14"
X
3530
24"
3540
29"
3550 3560 3570
r L.F. rf
Over 60" diameter, add Reinforced
Ea.
C507
class
790
223
50%
20%
3
round equivalent 18" diameter
B-21
82
inside,
round equivalent 30" diameter
B-13
58
.966
inside,
round equivalent 36" diameter
52
1.077
60"
inside,
round equivalent 48" diameter
38
1.474
133
76"
inside,
round equivalent 60" diameter
26
2.154
185
91"
inside,
round equivalent 72" diameter
22
2.545
270
101
168
.167
3780
Concrete slotted pipe, doss 4 mortar joint
3800
12" diameter
3840
18" diameter
3900
Concrete slotted pipe. Class 4 0-ring joint
3940
1
2" diameter
3960
1
8" diameter
10
1r
B-21
.341
7
LF.
1
52
.184
1
68
.167
1
52
.184
200
.240
L.F.
68.50
40.50
14.40
1.71
56.61
61.50
38.50
12.85
112.85
141
78
43
14.35
135.35
167
58.50
19.65
211.15
258
86
28.50
299.50
370
34
405
490
27
7.05
.83
34.88
41.50 47.50
ft
f
B-21
IF.
31.50
7.80
.92
40.22
27
7.05
.83
34.88
41.50
31.50
7.80
.92
40.22
47.50
13.25
9.30
1.83
24.38
31
30.89
39.50j
33 42 Culverts 33 4216 - Concrete Culverts 33 42 16.15 Oval Arch Culverts 0010 3000
OVAL ARCH CULVERTS Corrugated galvanized or oluminum, cooted
7" X
& paved
5" equivalent
3020
1
6
ga.,
1
3040
21"
X 15",
16
go.,
18" equivalent
150
.320
16.05
12.40
2.44
3060
28"
X 20",
14
go.,
24"
equivalent
125
.384
24
14.85
2.92
41.77
52
3080
35"x24", 14
go.,
30"
equivolent
51.75
65
3100
42"x
3120
49"
1
3",
1
29", 12 ga., 36" equivalent
X 33",
1
2
ga.,
42"
equivalent
B-14
B-13
L.F.
100
.480
29.50
18.60
3.65
100
.560
35.50
22.50
7.45
65.45
81
8.30
74.30
92.50
90
41
.622
L_j
662
25
;
33 42 Culverts 33
4216 - Concrete
Culverts Labor-
Crew
Output
Hours
Unit
B-13
75
.747
L. F.
57
B-14
L. F.
11.95
33 42 16.15 Oval Arch Culverts
Daily
57"x38", 12
3140 3160
48"
go.,
7" X
1
3",
1
21"x
3220
28"x 20", 14
5" equivalent
IncI
O&P
9.95
96.95
8.25
1.62
21.82
27.50
119
225
.213
175
.274
14.45
10.60
2.09
27.14
34.50
ga.,
24"
equivalent
150
.320
21.50
12.40
2.44
36.34
45
ga.,
30"
equivalent
108
.519
26.50
20.50
6.90
53.90
68
36"
equivalent
108
.519
32
20.50
6.90
59.40
74.50
equivalent
92
.609
37
24.50
8.10
69.60
87
48" equivalent
75
.747
51.50
30
9.95
91.45
113
22
2.545
1
15", 16 ga.,
3240
35"x24", 14
3260
42"
3280
49"x33", 12ga., 42"
3300
57"x38", 12
X 29",
2 ga.,
1
go.,
B-13
17"x 13"
End sections,
1r
B-20
Multi-plate arch, steel
33 44 Storm 4413 -
1r
Ea.
144
101
395
131
34
279
355
44
570
685
f
42"x29"
3340
33
30
Total
18" equivalent
6 ga.,
1
3200
3360
Total
Costs
Equipment
Labor
Steel, plain oval arch culverts, plain
3180
3320
equivalent
2014 Bore Moteriol
Utility
Utility
17
3.294
1690
.014
Lb.
7.80
3.077
Fa.
340
123
47
510
615
7
3.429
505
138
52
695
825
1.30
1.88
.58
2.33
Water Drains
Area Drains
33 44 13.13 Catchbasins 0010 001
1
1600
CATCHBASINS Not including footing
Frames
&
&
grates, C.I.,
excavation
24"
square,
26" D shape, 600
1700
500
B-6
lb.
lb.
8" diameter,
10
2.400
122
36.50
255
320
1900
24" diameter, 300
lb.
8.70
2.759
196
111
42
349
430
2000
36"
lb.
5.80
4.138
570
166
63
799
950
7.80
3.077
244
123
47
414
510
3
8
795
320
122
1,237
1,500
7
3.429
265
138
52
455
560
7
3.429
345
138
52
535
650
7.80
3.077
320
123
47
490
590
7
3.429
425
138
52
615
735
6
4
850
160
61
1,071
1,250
3
8
Fa.
1,050
320
122
1,492
1,775
3
2.667
Fa.
157
97.50
254.50
325
216
97.50
313.50
390
1800
2100
Light traffic,
Heavy
traffic,
1
1 1
50
30" diameter, 620 24"
Watertight,
diameter,
350
diameter,
500
lb.
32"
diameter,
575
lb.
2800
3 piece cover
2900
1200
&
lb.,
frame,
for
Raised for paving
1
1
-1
/4"
to
3200
20"
3300
30"
to
26" diometer
to
36" diameter
to
26" wide frame
3380
30"
to
36" wide frame
3400
Inverts, single
3700
B-6
2" high
of brick, concrete collar, up to
20"
3600
lab
1
channel brick
3
1
2" wide frame
2.667
20.50
118.50
154
33
187
244
40.50
230
300
220
316
440
132
235
315
147
330
477
665
139
220
359
485
18
1.333
44.50
53.50
11
2.182
66.50
87.50
r
9
2.667
82.50
107
D-1
3
5.333
96
5
3.200
103
2
8
3
5.333
B-6
channel, brick
Concrete
t
/r
Concrete Triple
r
existing, raised for paving, 2", including
3360
3500
r
heavy equipment
4 piece expansion ring
row
lb.
96.50
0" deep.
3100
Frames and covers,
lb.
lb.
2700
3340
lb.
lb.
26"
3320
lb.
24" diameter, 400
2600
3000
00
Mass. State standard, 26" diameter, 475
2400 2500
900
diameter,
36" diameter,
2200 2300
1
u
r
Fa.
r
663
33 46 Subdrainage 33 46 16 - Subdrainase Piping Labor-
Output
Hours
Unit
B-20
380
.063
L. F.
370 360
6 ga. 6 ga.
33 46 16.25 Piping, Subdrainage, Corrugated Metal 0010 0021
Not including excavation and
2010
Aluminum, perforated
2020
6" diameter,
2200
8" diameter, 16 ga.
2220
10" diameter, 16
2260
3000
Total
IncI
O&P
:
backfill
4 1
8 ga.
1
2" diameter,
1
1
8" diameter,
1
t
B-21
ga.
r
6.55
2.58
.065
8.60
2.65
.078
10.75
3.28
.39
285
.098
12
4.15
205
.137
r
18
5.75
380
.063
L.F.
370
.065
9.13
11.20;
11.25
13.55
14.42
17.30
.49
16.64
20
.68
24.43
29.50
8.63
10.65
Uncoated galvanized, perforoted
6" diameter, 18 ga.
3020
B-20 /
8" diameter,
3200
1
6 ga.
3220
1
0" diameter,
3240
1
2" diameter,
1
6 ga.
1
8" diameter,
1
6 ga.
3260 4000
Totol
Costs
Equipment
Labor
Material
CORRUGATED METAL
PIPING, SUBDRAINAGE,
2240
2014 Bare
Daily
Crew
1
6 go.
B-21
360 ^.078
2.58
8.35
2.65
11
13.25
8.85_
3.28
.39
12.52
15.20
4.15
.49
14.49
17.75
5.75
.68
21.48
26
\098
9.85
205
.137
15.05
380
.063
6.55
2.58
9.13
11.20
370
.065
8.60
2.65
11.25
13.55
360
.078
10.10
3.28
.39
13.77
16.60
285
.098
11.10
4.15
.49
15.74
19.15
205
.137
17.15
5.75
.68
23.58
28.50
285 r
6.05
1
^
Steel, perforated, asphalt coated
4020
6" diameter 18ga.
4030
8" diameter
4040
10" diameter 16
4050
12" diameter 16ga.
4060
1
B-20 f
1
8" diameter
8 go.
1
B-21
ga.
6 ga.
L. F.
1r
i
33 46 16.40 Piping, Subdrainage, Polyvinyl Chloride OOlO
PIPING, SUBDRAINAGE, POLYVINYL CHLORIDE Perforated, price as solid pipe. Section
1i
33 31 13.25
33 49 13 - Storm Drainage Manholes^ Frames^ and Covers 33 49 13.10 Storm Drainage Manholes, Frames and Covers 0010
STORM DRAINAGE MANHOLES, FRAMES & COVERS
0020
Excludes footing, excavation, bockfill (See line items for frame
0050
Brick,
4' inside diameter, 4' deep
&
cover) 0-1
510
660
1,170
1,550
22.857
725
945
1,670
2,250
32
935
1,325
2,260
3,050
1
16
0100
6' deep
.70
0150
8' deep
.50
0200 0400
0600
8' deep
4' deep
Concrete, cast
place, 4' x 4', 8" thick, 4' deep
in
6' deep
1000
8' deep
1110
I.D.,
C-14H
For depths over 8', add Precast, 4'
4' deep
4
4
V.LF.
1.50
10.667
Fa.
1
For depths over 8', add
0900
1100
add
For depths over 8',
Concrete blocks (radial), 4'
6' deep
0800
r
16
.70
22.857 2.909
V.LF. Fa.
2
24
1.50
32
1
48
,-
6
V.L.F.
Fa.
4.10
7.317
3
10
1130
8' deep
2
15
I.D.,
1140
For depths over 8', odd
1150
5'
I.D.,
4' deep
B-22
i B-6
16
1.875
3
8
1160
6' deep
2
12
1170
8' deep
1.50
16
1180
For depths over 8', add
1200
6'
I.D.,
4' deep
6' deep
^r
8
6' deep
12
2
2
12
I
.r
'
V.
.F
Fa.
, -
V.L
F.
Fa.
1.50 :
664
83.50
165
248.50
345
370
440
810
1,075
495
660
1,155
1,550
620
945
1,565
2,125
65
120
185
255
505
1,075
16.55
1,596.55
2,250
725
1,450
22
2,197
3,050
1,050
2,175
33
3,258
4,500
118
271
^
5.50
1120
1190
,'
0500
0700
Fa.
J
4.14
393.14
550
775
315
51
1,141
1,375
970
425
70
1,465
1,800
1,100
640
105
1,845
2,325
125
80
1,625
320
122
2,067
2,400
1,675
480
183
2,338
2,775
2,350
640
244
3,234
3,850
277
80
2,125
480
183
2,788
3,275
2,550
640
244
3,434
4,050
13.15
30.50
218.15
387.50
275
460
33 49 13 - Storm Drainage Manholes^ Frames/ and Covers 33 49 13.10 Storm Drainage Manholes, Frames and Covers 1210
8' deep
1220
For depths over 8', add
Labor-
Output
Hours
Unit
B-6
1
24
Ea.
8
3
2014 Bore
Total
Costs
Labor
Equipment
Totol
3,150
965
365
4,480
V.L.F.
375
120
45.50
540.50
645
Ea.
Moteriol
InclO&P
5,325
Slab tops, precast, 8" thick
1250
1300
4' diameter manhole
1400
5' diameter manhole
1500
6' diameter manhole
3800
Doily
Crew
Steps, heavyweight cast iron,
3900
8" X 9"
3928
1
4000
" X
10 - 1 / 2
B-6
1r
7" x 9"
Iric
1
"
Stondard sizes, galvanized steel
4100
Aluminum
4150
Polyethylene
1
r
8
3
245
120
45.50
410.50
505
7.50
3.200
405
128
48.50
581.50
695
625
138
52
815
955
7
3.429
40
.200
19.05
9.10
28.15
35
40
.200
23
9.10
32.10
39
40
.200
26.50
9.10
35.60
43.50
40
.200
21.50
9.10
30.60
37.50
40
.200
24
9.10
33.10
40
40
.200
24.50
9.10
33.60
41
608
.053
.61
2.35
2.96
4.26
1.41
2.63
4.04
5.55
^r
33 51 Natural-Gas Distribution 33 51 13 - Natural-Gas Piping 33 51 13.10 Piping, Gas Service and Distribution, 0010
PIPING,
P.E.
GAS SERVICE AND DISTRIBUTION, POLYETHYLENE
0020
Not including excavation or
1000
60
psi coils,
backfill
compression coupling
@
1
00',
1
/2"
diameter,
SDR
1
B-20A
L. F.
1010
1" diameter, SDR 11
544
.059
1040
1-1/4" diameter, SDR 11
544
.059
1.76
2.63
4.39
5.95
1100
2" diameter, SDR
1
488
.066
2.85
2.93
5.78
7.60
1160
3" diameter, SDR
1
408
.078
5.60
3.51
9.11
11.50
408
.098
5.55
4.49
1.18
11.22
14.25
5.20
1.37
18.72
23
1500
60
PSI
40'
joints with coupling,
3" diameter, SDR
1
B-21A
1540
4" diameter, SDR
1
352
.114
12.15
1600
6" diameter, SDR
1
328
.122
33.50
5.60
1.47
40.57
47
1640
8" diameter, SDR
1
272
.147
51.50
6.75
1.77
60.02
68.50
5.95
3.08
9.03
11.20
33 52 Liquid Fuel Distribution
|
33 5216 - Gasoline Distribution 33 52 16.13 Gasoline Piping 0010 0020 0030
GASOLINE PIPING Primary containment pipe, fiberglass-reinforced Plastic pipe
1
5'
&
30' lengths
0040
2" diameter
425
.056
0050
3" diameter
400
.060
10.40
3.28
13.68
16.35
0060
4" diameter
375
.064
r
13.70
3.49
17.19
20.50
Ea.
43.50
54.50
55
59.50
114.50
151
0100 0110
Q-6
r
L.F.
Fittings
90° & 45°,
2"
Q-6
1
3" diameter
22
1.091
0130
4" diameter
20
1.200
70
65.50
135.50
176
21
1.143
60.50
62.50
123
161
0210
3" diameter
18
1.333
64
73
137
181
0220
4" diameter
15
1.600
84
87.50
171.50
225
24
1
33.50
54.50
0200
0230
Tees, bell ends,
Flanges
bell
2"
ends, 2"
bell-ends,
98
130
24
0120
Elbows,
88
120
0240
3" diameter
22
1.091
39
59.50
98.50
133
0250
4" diameter
20
1.200
45
65.50
110.50
149
0260
Sleeve couplings, 2"
21
1.143
12.40
62.50
74.90
108
0270
3" diameter
18
1.333
17.80
73
90.80
130
665
i
33 52 Liquid Fuel Distribution 33 52 16 - Gasoline Distribution 33 52 16.13 Gasoline Piping
Doily
Labor-
Crew
Output
Hours
Unit
Q-6
15
1.600
Ea.
2014 Bare Material
Labor
Total
Costs
Equipment
Total
InclO&P j
23
87.50
110.50
1.143
18
62.50
80.50
18
1.333
34
73
107
148
15
1.600
38
87.50
125.50
174
0280
4" diameter
0290
Threaded adapters 2"
21
0300
3" diameter
0310
4" diameter Reducers, 2"
158
114,|'
27
.889
27.50
48.50
76
104
0330
3" diameter
22
1.091
27.50
59.50
87
120
0340
4" diameter
20
1.200
37
65.50
0320
1010
Gas station product
1100
Fiberglass reinforced plastic pipe
1120
line for
140 1
f
secondary containment (double wall)
25' lengths
end, 3" diameter
375
.064
26.50
3.49
29.99
35
350
.069
32
3.74
35.74
41
5" diameter
325
.074
35.50
4.03
39.53
45
6" diameter
1r
300
.080
39
4.37
43.37
49.50
Q-6
18
1.333
Pipe, plain
1130
4" diameter
1140 1150 1200
102.50
Q-6
L.F.
I'
(
Fittings
1230
Elbows,
90° & 45°, 3" diameter
Ea.
136
73
209
260
1240
4" diameter
16
1.500
167
82
249
310
1250
5" diameter
14
1.714
184
93.50
277.50
345
1260
6" diameter
12
2
204
313
390
Tees, 3" diameter
'
253.50
315
109
311
385
315
146
461
570
375
218
593
745
1.333
55
73
128
171
1.500
119
82
201
255
93.50
307.50
375
424
515
15
1.600
166
1280
4" diameter
12
2
202
1290
5" diameter
9
2.667
1300
6" diameter
6
4
18 16
1270
Couplings, 3" diameter
1310
109
1320
4" diameter
1330
5" diameter
14
1.714
1340
6" diometer
12
2
214
87.50
'
1350
3" diameter
315
109
18
1.333
10.60
73
83.60
122
4" diameter
16
1.500
12.75
82
94.75
138
1370
5" diameter
14
1.714
15.90
93.50
109.40
159
1380
6" diameter
Cross-over nipples,
1360
1400
Telescoping, reducers, concentric
4" x 3"
12
2
19.10
109
128.10
186
18
1.333
47.50
73
120.50
163
77
172.50
221
82
316
380
1410
5"x4"
17
1.412
1420
6"x5"
16
1.500
33 71
Electrical Utility Transmission
95.50
234
and Distribution
33 71 16 ~ Electrical Utility Poles 33 71 16.33 Wood Electrical Utility Poles 00 1 0 001
1
6200
WOOD
ELECTRICAL UTILITY POLES
Excludes excavation, backfill and casHn-place concrete Electric
&
tel
sitework,
20'
high, treated wd., see
Secbon 26 56 13.10
R-3
3.10
6.452
Ea.
223
340
608
805
48.50
676.50
895
54
889
1,150
993.50
1,275
45
6400
25' high
2.90
6.897
263
365
6600
30' high
2.60
7.692
430
405
6800
35' high
2.40
8.333
495
440
58.50
7000
40' high
2.30
8.696
710
460
61
1,231
1,525
7200
45' high
1.70
11.765
w
865
625
82.50
1,572.50
1,975
2.50
3.200
Ea.
148
171
319
420
2.40
3.333
170
178
348
455
2.20
3.636
165
194
359
470
7400
Cross arms with hardware
7600
4' long
7800
5' long
8000
6' long
666
r
&
insulators
1
Elec
1r
Electrical Utility Transmission
33 71
and Distribution
33 71 19 - Electrical Underground Ducts and Manholes 33 71 19.17 Electric and Telephone Underground 0010
oon
ELECTRIC
Daily
Labor-
Crew
Output
Ho urs
Unit
Materiol
Labor
R-3
Ea.
415
440
535
555
>
1,200
755
100
Ea.
Ind
Total
O&P
Not including excavation backfill
0400
Hond
and cast
in
place concrete
holes, precast concrete, with concrete cover
0600
2' X 2' X 3' deep
2.40
8.333
0800
3' X 3' X 3' deep
1.90
10.526
1000
4' X 4' X 4' deep
1.40
14.286
Manholes, precast with
and
1400
iron rocks
cover, 4' x 6' x 7'
1600
6' X 8' X
1800
6' X 10'
4200
Total
Costs
Eq uipm ent
AND TELEPHONE UNDERGROUND
0200
1200
2014 Bare
PVC, type EB,
1
@
5800 6200
Rigid galvanized steel,
5000 5200 5400
5600
2 Elec
7000 7200 7400
7600
1,500
2,055
2,525
2
28
5,925
1,125
375
7,425
8,625
1.90
29.474
6,650
1,175
395
8,220
9,550
1.80
31.111
7,450
1,250
415
9,115
10,600
480
.033
240
.72
1.78
2.50
3.46
.067
1.45
3.56
5.01
6.90
L.E.
10
120
.133
2.90
7.10
200
.080
1.98
4.27
6.25
8.55
100
.160
3.95
8.55
12.50
17.15
160
.100
3.03
5.35
8.38
11.35
80
.200
6.05
10.65
16.70
22.50
13.85
54
.296
9.10
15.80
24.90
33.50
.089
12.10
4.74
16.84
20.50
4
90
.178
24
9.50
33.50
40.50
2
100
.160
27.50
8.55
36.05
43
50
.320
55
17.05
72.05
86
2
70
.229
40
12.20
4
34
.471
80
25
105
126
22
.727
120
39
159
190
2
@ 2"
diometer
@ 2" diameter @ 3" diameter 4 @ 3" diameter @ 4" diameter @ 4" diameter 6 @ 4" diometer
6800
1,163.50
180
6
6400
73.50
to center
2
4800
1,175
min. of 7.5"
fill,
2" diometer
@ 2" diameter 4 @ 2" diameter 2 @ 3" diameter 4 @ 3" diameter 2 @ 4" diameter 4 @ 4" diameter @ 4" diameter
4600
B-13
for concrete
913.50
frame
deep
between conduits, center
4580
pulling irons, C.l.
V deep X T deep
Underground duct, banks ready
4400
&
58.50
1r
52.20
62.50
1
33 81 Communications Structures 33 81 13 - Communications Transmission Towers 33 81 13.10 Radio Towers 0010 0020
RADIO TOWERS Guyed, 50' H, 40
0100
Wind
lb. sect.,
load
90 MPH
70 MPH
basic
wind spd.
2
Sswk
1
16
1
16
Eo.
2,750
820
3,570
4,475
3,700
820
4,520
5,525
t
basic
wind speed
0300
190'
high,
40
lb.
section,
wind load 70
MPH
basic
wind speed
3,400
1,000
13,950
17,400
200'
high,
70
lb.
section,
wind load 90
MPH
basic
wind speed
.33
imi imi
9,550
0400
15,900
3,400
1,000
20,300
24,400
0600
300'
high,
70
lb.
section,
wind load 70
MPH
basic
wind speed
.20
120
25,500
5,625
1,675
32,800
39,400
0700
270'
high,
90
lb.
section,
wind load 90
MPH
basic
wind speed
.20
120
27,600
5,625
1,675
34,900
41,700
0800
400'
high,
100
.14
171
38,100
8,050
2,375
48,525
58,000
.80
30
4,500
1,400
415
6,315
7,800
.45
53.333
5,275
2,500
740
8,515
10,900
10,000
2,825
835
13,660
16,700
28,300
5,625
1,675
35,600
42,500
0900
lb.
section,
wind load 70
Self-supporting, 60' high, wind load 70
MPH
MPH
basic
basic
wind speed
wind speed
K-2
.33
0910
60'
1000
120'
high,
wind load 70
MPH
basic
wind speed
.40
60
1200
190'
high,
wind load 90
MPH
basic
wind speed
.20
120
2000
high,
wind load 90
MPH
basic
wind speed
;
Eor states west of Rocky Mountains, add for shipping
10%
667
668
34 40 00
Estimating Tips
Traffic Signals
I
'
This subdivision includes
34 11 00 Rail Tracks This subdivision includes items that
may
involve either repair of
existing, or construction of
new,
traffic
Other traffic control devices such as traffic signs are found in Subdivision signal systems.
10 14 53 Traffic Signage.
railroad tracks. Additional
Reference Numbers Reference numbers are shown in
shaded boxes at the beginning of some major classifications. These
numbers
refer to related
the Reference Section.
may be an estimating procedure, an alternate pricing method, or reference information
preparation work, such as the
34 70 00 Vehicle
roadbed earthwork, would be
Barriers
found in Division 31. Additional
This subdivision includes
technical information.
new
security vehicle barriers, guide
Note: Not
construction siding and
turnouts are found in Subdivision
Maintenance of railroads is found under 34 01 23 Operation and Maintenance of Railways. 34
72.
No pan or
and guard rails, crash barriers, and delineators. The actual maintenance and construction of concrete and asphalt pavement is found in Division 32.
of this publication may be leproduced, stored in a retrieval system, or transmitted in any form by any means without prior written permission of RSMeans, a division of Reed Construction Data.
items in
The
all
subdivisions listed
here necessarily appear in this publication.
|34 01 Operation
and A^alntenance of Transportation
34 01 23 - Operation and Maintenance of Railways Daily
34 01 23.51 Maintenance of Railroads 0010 0400
2014 Bore
Labor-
Crew
Output
Hours
Unit
B-14
200
.240
IF.
Labor
Material
Total
Costs
Equipment
Total
IncI
O&P
MAINTENANCE OF RAILROADS Resurface and realign existing track
0600
"
For crushed stone ballast, add
500
"
.096
11.40
9.30
1.83
11.13
16.30,
3.72
.73
15.85
19.05
34 11 Railiyacks 34 11 13 - Track
Rails
34 11 13.23 Heavy
Track
0010 1000
Rail
HEAVY RAIL TRACK Rail,
100
lb.
R347216-10 LE.
prime grade
n 1
500
Relay
rail
35
35
17.40
38 I
19.1Q
17,40 1
34 11 33 - Track Cross Ties 34
1 1
0010 1400
34
1 1
33.13 Concrete Track Cross Ties CONCRETE TRACK CROSS Ties,
TIES
concrete, 8 '-6" long, 30" O.C.
B-14
80
.600
Ea.
B-14
90
.533
Ea.
23
4.57
199.57
51.50
20.50
4.06
76.06
172
230
33.16 Timber Track Cross Ties
0010
TIMBER TRACK CROSS TIES
1600
Wood, pressure
1700
treated,
6" x 8" x 8 '-6",
C.L. lots
Heavy
2000
duty,
LC.L
7"
x
9" x 8 '-6",
.533
54
20.50
4.06
78.56
96
70
.686
57
26.50
5.20
88.70
109
7
70
.686
57
26.50
5.20
88.70
109
B-14
3.70
C.L. lots
lots
93.50
90
L.C.L. lots
1900
i
34 11 33.17 Timber Switch Ties 0010 1200
1300
TIMBER SWITCH TIES Switch timber, for o
#8
switch, pressure treated
Complete set of timbers, 3.7
MBF
for
#8
n switch
12.973 M.B.E.
1
48
Total
2
24
Ea.
3,100
500
11,900
1,850
365
14,115
16,400
3,875
930
183
4,988
5,900
183
8,463
9,700
1,447.50
1,675
98.50
3,698.50
4,275
3411 93 - Track Appurtenances and Accessories 34
1 1
93.50 Track Accessories
0010
TRACK ACCESSORIES
0020
Car bumpers, test
0100 0200
B-14
Heavy duty Derails
hand throw
R347216-20 (sliding)
2
24
7,350
930
10
4.800
1,225
186
36.50
1
0300 2400 2450
34
1 1
0010 0020
Hand throw with standard timbers, open stand & Wheel
target
stops, fixed
Hinged
y
8
6
i
1,325
232
45.50
1,602.50
1,850
18
2.667
Pr.
955
103
20.50
1,078.50
1,225
14
3.429
1,300
133
26
1,459
1,650
rf
93.60 Track Material TRACK MATERIAL Track bolts
Ea.
0100
Joint bors
Pr.
0200
Spikes
Ea.
0300
670
ao
3.98
92.50
92.50
1.31
1.31
1.44
15.45
15.45
16.95
CO
4.38 101
" Tie plates
i
34 41 Roadway Signalins and Control Equipment 34 41 13 -
Traffic Signals
34 41 13.10 Traffic Signals Systems TRAFFIC SIGNALS SYSTEMS 0010 1
Daily
Labor-
Crew
Output
Hours
Unit
R-11
.30
186
Total
2014 Bare Material
Labor
Total
Costs
Equipment
Ind
Total
O&P
'
Mid block pedestrian crosswalk with pushbuttan and mast arms
0020
68,000
9,450
2,950
tr
0600
Traffic signals,
1000
Includes
1100
Includes
Add protective/permissive
1200 1210
Includes
1300
Replace existing
1310
Includes
1400
Includes
all
12,000
2,825
890
R-11
1
56
Signal
158,000
2,825
890
161,715
179,000
R-11
1
56
Signal
216,000
2,825
890
219,715
242,500
installation
R-11
1
56
Signal
66,000
2,825
890
69,715
77,500
light
installation
R-11
1
56
Signal
41,000
2,825
890
44,715
50,500
light
R-11
1
56
Signal
77,000
2,825
890
80,715
89,500
8
2
Ea.
540
85.50
49.50
675
780
945
1,075
18,400
installation
complete
for
installation
turns to existing traffic light
and equip,
complete
for
heads with LED heods wire hung
labor, material
all
Replace existing
1410
left
labor, material
all
complete
for
and equip,
labor, material
all
Signal
programmable, R/L lane control
Intersection traffic signals, LED, mast,
1110
15,715'
56
programmable, no lane control
and equip,
labor, material
all
92,500 i
1
school flashing system, solar powered, remote controlled
Intersection traffic signals, LEO, mast,
1010
80,400
and equip,
complete
for
heads with LED heads mast arm hung
labor, material
and equip,
complete
for
installation
1
34 71 Roadway Construction 34 71 13 - Vehicle
J
Barriers
34 71 13.17 Security Vehicle Barriers 0010
SECURITY VEHICLE BARRIERS
0020
Security planters excludes
0100
Concrete security planter, exposed aggregate
filling
material
36" diam.
x
30"
high
B-llM
0200
48" diam.
x
36"
high
8
2
810
85.50
49.50
0300
53" diam.
X
18" high
8
2
875
85.50
49.50
1,010
1,150
0400
72" diam.
X 18" high with seats
8
2
2,150
85.50
49.50
2,285
2,550
0450
84" diam.
x
36"
high
8
2
2,275
85.50
49.50
2,410
2,675
0500
36"
X
36"
X
24"
high square
8
2
490
85.50
49.50
625
725
0600
36"
X
36" X 30"
high square
8
2
800
85.50
49.50
935
1,075
0700
48"
L
X
30" H
rectangle
8
2
485
85.50
49.50
620
720
0800
72"
L
30" H
rectangle
8
2
595
85.50
49.50
730
840
0900
96"
L
WX 24" X Wx X 24" Wx
30" H
rectangle
8
2
755
85.50
49.50
890
1,025
8
2
805
85.50
49.50
940
1,075
8
2
40
85.50
49.50
175
230
6
2.667
80
66.50
260.50
335
24"
0950
Decorative geometric concrete barrier,
1000
Concrete security planter,
1050 1200
1
or
more same
36" H
702
1,075
38.95
H.P.
200 H.P
17.50
21.20
81.55
Tugboat, diesel, 100 H.P.
250
70
1,989
189.20 1,475
Crews Cost
Incl.
Crew No.
Bare Costs
Crew A-1 1 Building
Hr.
$36.65
Laborer
1
Concrete Saw, Gas Manual
8
L.H., Daily Totals
Daily
$293.20
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
Crew A-IA
Hr.
$47.30
Worker
1
1
Shot Blaster, 20”
8
L.H., Daily Totals
A- IB
Hr.
2 Laborers
$36.65
$56.55
10.50
11.55
1
Truck Driver
$377.20
$544.80
$47.15
$68.10
1
Flatbed Truck, Gas, 1.5 Ton
Daily
$378.40
Hr.
$73.25
Daily
Costs
$586.00
$47.30
24
235.84
26.80
29.48
$821.84
$74.10
$102.73
Daily
Costs
Building Laborer
1
Concrete
8
L.H., Daily Totals
$36.65
Saw
Crew A-IC 1 Building
1
8
Hr.
$36.65
Laborer
Chain Saw, Gas, 18"
$293.20
O&P
$452.40
$36.65
192.72
21.90
24.09
$468.40
$645.12
$58.55
$80.64
Bare
Incl.
Daily
Costs
O&P
$452.40
$36.65
Daily
$293.20
Hr.
$56.55
34.32
31.20
$324.40
L.H., Daily Totals
$486.72
3.90
$40.55
Bare
Crew
A- ID
1
Building Laborer
1
Vibrating Plate, Gas, 18"
8
L.H., Daily Totals
Hr.
$36.65
Daily
Hr.
Daily
Costs
Crew 1
A- IE
Hr.
$36.65
Building Laborer
Crew A-2A 2 Laborers 1
Truck Driver
1
Flatbed Truck, Gas, 1.5 Ton
1
Concrete
O&P
4.92
$329.00
$491.78
$41.13
$61.47
Hr.
$56.55
Vibrating Plate, Gas, 21"
8
L.H., Daily Totals
Daily
Costs
O&P
$36.65
$56.55
50.60
5.75
6.33
$339.20
$503.00
$42.40
$62.88
1
1
8
$36.65
Building Laborer
Rammer/Tamper, Gas, 8"
$293.20
Hr.
$56.55
49.60
$342.80
L.H., Daily Totals
Costs
O&P
$452.40
$36.65
$56.55
$506.96
6.20
$42.85
Bare
Crew A-IG
Hr.
$36.65
Building Laborer
1
Rammer/Tamper, Gas, 15"
8
L.H., Daily Totals
CrewA-lH
Hr.
Daily
$293.20
Hr.
$56.55
Flatbed Truck, Gas, 1.5 Ton
8
L.H., Daily Totals
(light)
Crew A-3A
Building Laborer
1
Exterior
8
$36.65
Steam Cleaner
Daily
Costs
O&P
$36.65
$56.55
61.60
7.00
7.70
$514.00
$43.65
$64.25
$368.80
L.H., Daily Totals
Hr.
$36.65
Building Laborer
1
Cultivator, Walk-Behind, 5 H.P.
8
L.H., Daily Totals
CrewA-lK 1
8
Hr.
Building Laborer
1 Cultivator,
$56.55
75.60
Crew A-IJ 1
$293.20
Bare
Incl.
Costs
O&P
$36.65
Walk-Behind, 8 H.P.
L.H., Daily Totals
Daily
$293.20
$452.40
$36.65
$56.55
83.16
9.45
10.40
$535.56
Hr.
$56.55
$46.10
Bare
Incl.
Daily
Costs
O&P
$452.40
$36.65
1
Truck Driver
1
Pickup Truck,
8
L.H., Daily Totals
63.20
7.18
7.90
$515.60
$43.83
$64.45
$293.20
Daily
Bare
Incl.
Costs
O&P
$452.40
$36.65
$56.55
81.40
89.54
10.18
11.19
$374.60
$541.94
$46.83
$67.74
Bare
Incl.
Daily
Costs
O&P $56.55
$56.55
445.60
270.20
$36.50
(light)
4x4, 3/4
Ton
Crew A-3B
Hr.
Open (medium)
1
Equip.
1
Truck Driver (heavy)
1
Dump
$56.27
297.22
175.20
192.72
18.56
20.41
$1323.80
$1840.34
$55.16
$76.68
Bare
Incl.
Daily
Costs
O&P
Daily
$292.00
Hr.
$445.60
$36.50
$55.70
270.20
297.22
33.77
37.15
$562.20
$742.82
$70.28
$92.85
$55.70
Bare Daily
Hr.
Incl.
Daily
Costs
O&P
$445.60
$36.50
168.40
185.24
21.05
23.16
$460.40
$630.84
$57.55
$78.86
Bare
Incl.
Daily
Costs
O&P
$43.23
$65.72
$292.00
$55.70
Daily
Hr.
$48.90
$391.20
$74.15
$593.20
37.55
300.40
57.30
458.40
Truck, 12 C.Y.,
400
H.P.
Loader, W.M.,2.5 C.Y.
L.H., Daily Totals
Open
1
Equip.
1
Loader, Skid Steer,
8
L.H., Daily Totals
Hr.
$47.05
(light)
78
H.P.
Hr.
$36.50
1
Truck Driver
1
Pickup Truck, 4 x 4, 3/4 Ton
1
Flatbed Trailer,
8
L.H., Dally Totals
$55.70
692.20
761.42
522.80
575.08
75.94
83.53
$1906.60
$2388.10
$119.16
$149.26
Bare Daily
$376.40
Hr.
Incl.
Daily
Costs
O&P
$570.80
$47.05
308.80
339.68
38.60
42.46
$685.20
$910.48
$85.65
$113.81
Bare
Incl.
Daily
Costs
O&P
$445.60
$36,50
$71.35
(light)
Open
Daily
$292.00
Hr.
$55.70
168.40
$71.35
25 Ton
Hr.
$55.70
185.24
113.60
124.96
35.25
38.77
$574.00
$755.80
$71.75
$94.47
Bare
Incl.
Daily
Costs
O&P
$43.90
Daily
Hr.
1
Equip.
(crane)
$50.25
$402.00
$76.20
$609.60
1
Truck Driver (heavy)
37.55
300.40
57.30
458.40
1
Pickup Truck,
16
4
x 4,
3/4 Ton
L.H., Dally Totals
$56.55
$350.65
Hr.
$904.80
55.70
$66.75
$66.94
57.45
Daily
$56.55
292.00
Hr.
Crew A-3E 1
$36.60
$586.40
36.50
Incl.
$452.40
Daily
O&P
$63.37
56.00
Hr.
Incl.
Costs
Hr.
6.82
$349.20
Daily
Bare Daily
$36.65
$36.50
Truck Driver
1
Crew A-3D
1
12,38
$68.65
Incl.
Daily
54.56
11.26
$47.86
Incl.
46.00
Daily
297.22
$1647.62
Daily
Hr.
Crew A-3C Hr.
270.20
$1148.60
Hr
$aw
1
16
Crew A-IF
$56.27
$56.55
$452.40
Bare
(light)
Crew A-2B
1 F.E. 1
445.60
Incl.
4.47
Daily
$904.80
55.70
L.H., Daily Totals
$60.84
$36.65
$293.20
$56.55
292.00
4.29
39.38
Bare
$36.60
$586.40
36.50
$56.55
$452.40
$56.55
Incl.
O&P
$56.55
35.80
$293.20
Bare Costs
Incl.
175.20
$56.55
Per Labor-Hour
Daily
O&P
214.40
Hr.
Hr.
O&P
$36.65
L.H., Daily Totals
$73.25
$592.80
Daily
(light)
Daily
Subs
Incl.
24 1
Hr.
92.40
Bare
Crew
Crew A-2
$452.40
Bare
Skilled
Bare Costs
84.00
$56.55
Cost
Incl.
Crew No.
Per Labor-Hour
Crew A-3F Open
Hr.
168.40
185.24
10.53
11.58
$870.80
$1253.24
$54.42
$78,33
Bare
Incl.
Daily
Costs
O&P
$43.90
$66.75
Daily
Hr.
1
Equip.
(crane)
$50.25
$402.00
$76.20
$609.60
1
Truck Driver (heavy)
37.55
300.40
57.30
458.40
1
Pickup Truck, 4 x 4, 3/4 Ton
1
Truck Tractor, 6x4,
1
Lowbed
Trailer,
380
75 Ton
16L.H., Daily Totals
H.P.
168.40
185.24
612.80
674.08
219.80
241.78
62.56
68.82
$1703.40
$2169.10
$106.46
$135.57
-
Crew 1 Building
A-llVl
Laborer
1
Snow
8
L.H., Daily Totals
Blower, Walk-Behind
Hr.
$36.65
Daily
$293.20
Hr.
$452.40
$36.65
60.55
66.61
7.57
8.33
$353.75
$519.01
$44.22
$64.88
$56.55
703 J?
Cost
Incl.
Bare Costs
Crew No.
Crew A-3G
Hr.
Daily
Subs
Hr.
O&P
Daily
Bare
Incl.
Costs
OiP
$43.90
$66.75
Crew No.
Equip. Oper. (crane)
$50.25
$402.00
$76.20
$609.60
1
Truck Driver (heavy)
37.55
300.40
57.30
458.40
.25 Truck Driver
1
Pickup Truck, 4 x 4, 3/4 Ton
1
Truck Tractor, 6x4,
1
Lowbed
H.P.
75 Ton
Trailer,
Crew A-3H 1
Equip. Oper. (crane)
1
Hyd. Crane, 12 Ton
8
L.H., Daily Totals
Hr.
$50.25 (Daily)
Crew
A-31
Equip. Oper. (crane)
1
Hyd. Crane, 25 Ton
8
L.H., Daily Totals
Hr.
$50.25 (Daily)
Crew A-3J 1
Equip. Oper. (crane)
1
Hyd. Crane,
8
L.H., Daily Totals
40 Ton
Hr.
$50.25 (Daily)
2 Laborers (light)
168.40
185.24
.25 Flatbed Truck, Gas, 1.5 Ton
816.64
18
219.80
241.78
Daily
$402.00
$2311.66
Hr.
$76.20
Daily
70.66
$114.56
$144.48
Bare
Incl.
O&P
Crew A-6 Instrument
1
Rodman/Chainman*
$50.25
$76.20
1 Level,
961.40
109.25
120.18
16
$1276.00
$1571.00
$159.50
$196.38
Hr.
$76.20
Daily
$609.60
Crew A-7
Incl.
Costs
O&P
$50.25
$76.20
1
Chief of Party
1
Instrument
1103.30
125.38
137.91
1
Rodman/Chainman
$175.63
$214.11
1
Level, Electronic
$402.00
$76.20
$609.60
24
Bare
Incl.
Costs
O&P
$50.25
$76.20
Crew A-8
Hr.
1240.00
1364.00
155.00
170.50
1
Chief of Party
$1973.60
$205.25
$246.70
1
Instrument
Daily
Hr.
Daily
Costs
Equip. Oper. (crane)
1
Equip. Oper.
1
Hyd. Crane, 55 Ton (Daily)
IP/U
(oiler)
3/4 Ton
Truck,
$50.25
$402.00
$76.20
$609.60
43.55
348.40
66.00
528.00
(Daily)
1480.00
1628.00
182.00
200.20
$2412.40
16L.H., Daily Totals
$2965.80
$46.90
Man
O&P
1
$150.78 Bare
Crew A-3L
Hr.
$50.25
1
Equip. Oper. (crane)
1
Equip. Oper.
(oiler)
1
Hyd. Crane,
80 Ton
(Daily)
1
P/U
3/4 Ton
(Daily)
16
Truck,
43.55
Daily
Hr.
$402.00
$76.20
348.40
66.00
2211.00
L.H., Daily Totals
Daily
$609.60
Crew A-3M 1
Hr.
Equip. Oper. (crane)
$50.25 43.55
1 Equip. Oper. (oiler)
1
Hyd. Crane, 100 Ton
1
P/U Truck, 3/4 Ton
16
(Daily)
(Daily)
$185.36
Costs
O&P $71.10
528.00
200.20
149.56
164.52
$196.46
$235.62
Hr.
348.40
66.00
Daily
$609.60
2420.00
182.00
200.20
Costs
O&P
$46.90
$71.10
$3757.80
$195.78
1
Equip. Oper. (crane)
1
Tower Cane (monthly)
8
Hr.
$50.25
Daily
$402.00
Hr.
$76.20
1100.00
L.H., Daily Totals
$1502.00
Daily
Incl.
Costs
O&P
$50.25
$76.20
1210.00
137.50
151.25
Crew A-3P 1
Equip. Oper.
1 A.T. Forklift,
8
(light)
42'
Hr.
$47.05
lift
L.H., Daily Totals
Costs
O&P $71.35
531.60
584.76
66.45
73.09
$908.00
$1155.56
$113.50
$144.44
$71.35
Daily
Bare
Crew A-4 2 Carpenters 1 Painter,
24
Ordinary
L.H., Daily Totals
704
Hr.
$45.85 39.55
Incl.
$47.05
$376.40
Hr.
Daily
Hr.
$733.60
$70.75
316.40
59.50
$1050.00
$586.00
67.00
536.00
71.30
78.43
4.46
4.90
$1200.43
$50.13
$75.03
Bare
Incl.
Daily
Costs
O&P
$50.42
Daily
Hr.
$59.90
$479.20
$92.15
$737.20
47.30
378.40
73.25
586.00
44.05
352.40
67.00
536.00
$77.47
71.30
78.43
2.97
3.27
$1281.30
$1937.63
$53.39
$80.73
Bare
Incl.
Daily
Costs
O&P
$48.83
$74.85
Daily
Hr.
$59.90
$479.20
$92.15
$737.20
47.30
378.40
73.25
586.00
44.05
704.80
67.00
1072.00
71.30
78.43
2.23
2.45
$1633.70
$2473.63
$51.05
$77.30
Bare
Incl.
Daily
Costs
O&P
$51.21
$79.69
$5100.40
$51.21
$79.69
Bare
Incl.
Daily
Costs
O&P
$51.32
$79.85
$1916.40
$51.32
$79.85
Bare
Incl.
Daily
Costs
O&P
$51.27
$79.79
$2553.20
$51.27
$79.79
Bare
Incl.
Daily
Costs
O&P $79.60
Daily
Hr.
$413.20
$80.35
$642.80
2864.40
79.60
4457.60
$3277.60
L.H., Daily Totals
Crew A-lOA
Hr.
Daily
Hr.
Asbestos Foreman
$51.65
$413.20
$80.35
$642.80
2 Asbestos Workers
51.15
818.40
79.60
1273.60
24
$1231.60
L.H., Daily Totals
Crew A-lOB
Hr.
Daily
Hr.
Asbestos Foreman
$51.65
$413.20
$80.35
$642.80
3 Asbestos Workers
51.15
1227.60
79.60
1910.40
1
$1640.80
L.H., Daily Totals
Crew A-IOC
Hr.
Daily
Hr.
1
$51.15
Flatbed Truck, Gas, 1.5 Ton
24
L.H., Daily Totals
Crew A-IOD
Hr.
$1910.40
$51.15
270.20
297.22
11.26
12.38
$1497.80
$2207.62
$62.41
$91.98
Bare
Incl.
Daily
Costs
O&P
$49.02
$1227.60
Daily
$79.60
Hr.
$51.15
$818.40
$79.60
$1273.60
1
Equip. Oper. (crane)
50.25
402.00
76.20
609.60
1
Equip. Oper.
43.55
348.40
66.00
1
Hydraulic Crane,
32
33 Ton
L.H., Daily Totals
Crew A-11
Incl.
O&P
(oiler)
Hr.
528.00
835.12
23.73
26.10
$2328.00
$3246.32
$72.75
$101.45
Bare
Incl.
Daily
Costs
O&P
$51.21
Daily
Hr.
Daily
Costs
Asbestos Foreman
$51.65
$413.20
$80.35
$642.80
$43.75
$67.00
7 Asbestos Workers
51.15
2864.40
79.60
4457.60
$43.75
$67.00
64
1
2 Chip. Hammers, 12
476.00
L.H., Daily Totals
Lb., Elec.
$75.35
759.20
$1132.00
$1608.00
$70.13
$802.10
$227.45
$570.80
Daily
$45.67
$73.25
352.40
51.15
2 Asbestos Workers
Bare
O&P
$234.86
Bare
$187.75
Costs
$51.65
163.76
$609.60
$1819.60
Incl.
Daily
$378.40
Hr.
3 Asbestos Workers
Crew A-3N
Hr.
Workers
32
148.88
Daily
Asbestos Foreman
Incl.
528.00
2200.00
1
1
$3769.90
$76.20
$60.58
Bare
44.05
L.H., Daily Totals
7 Asbestos
64
182.00
Daily
4.13
Incl.
$3143.40
$3132.40
L.H., Daily Totals
114.26
2432.10
$402.00
3.75
$40.39
$71.10
$46.90
Bare
74.31
$1090.51
$47.30
Level, Electronic
Crew A-9 103.88
67.55
$726.95
Incl.
32 1
111.40
Hr.
2 Rodmen/Chainmen
Crew A-3K
$56.46
$904.80
55.70
L.H., Daily Totals
$1642.00
Bare
$36.63
$56.55
Hr.
Man
$1712.90
Daily
Incl.
O&P
73.00
L.H., Daily Totals
1003.00
Hr.
Bare Costs
$586.40
Electronic
$1405.00
Daily
Per Labor-Hour
Daily
36.50
Hr.
Man
1
$609.60
Daily
Hr.
O&P
$36.65
L.H., Daily Totals
874.00
$402.00
Daily
Subs
77.73
Costs
Bare
1
Hr.
742.40
$1833.00
16L.H., Daily Totals
Bare Costs
Crew A-5
1
450
Cost
Incl.
Per Labor-Hour
$79.69
40.00
44.00
.63
.69
$3317.60
$5144.40
$51.84
$80.38
Crews Cost
Incl.
Crew No.
Bare Costs
Crew A-12
Hr.
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$51.21
$79.69
Asbestos Foreman
$51.65
$413.20
$80.35
$642.80
7 Asbestos Workers
51.15
2864.40
79.60
4457.60
1
1
Trk-Mtd Vac, 14 CY,
1
Flatbed Truck,
64
1500
20,000
GVW
L.H., Daily Totals
Crew A-13 Open
1
Equip.
1
Trk-Mtd Vac, 14 CY,
1
Flatbed Truck,
8
L.H., Daily Totals
Hr.
$47.05
(light)
1500
20,000
GVW
Hr.
Labor Foreman (outside)
2 Laborers
24
278.74
12.07
13.27
$5949.93
$63.28
$92.97
Bare
Incl.
Daily
Costs
O&P
$47.05
$71.35
$376.40
$71.35
570.79
253.40
278.74
96.54
106.19
$1420.33
$143.59
$177.54
Daily
Hr.
Incl.
Costs
O&P
$37.32
$309.20
$59.65
$477.20
586.40
56.55
904.80
Hr.
Labor Foreman (outside)
Bare Daily
36.65
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$37.32
$309.20
$59.65
$477.20
586.40
56.55
904.80
22.80
2 Sets of Gases L.H., Daily Totals
Work
50
Boat, Gas,
H.P.
Crew B-IH
$57.58
Hr.
2 Skilled Workers 1
Laborer
1
Small Work Boat, Gas,
50
1
Labor Foreman
1
Laborer
16
Carpenter Foreman
1
Carpenter
16
304.00
334.40
13.62
14.98
$1741.48
$50.93
$72.56
1
Hr.
Labor Foreman (outside)
$38.65
2 Laborers
Daily
$309.20
Hr.
$59.65
Bare
Incl.
Daily
Costs
O&P
Labor Foreman (outside)
$477.20
$40.55
36.65
586.40
56.55
904.80
50.25
402.00
76.20
609.60
40
Equip.
Open
(crane)
22.80
25.08
304.00
334.40
663.00
729.30
1
2 Sets of Gases
Labor Foreman (outside)
Aerial Lift Truck, 60'
24 1
Hyd. Crane, 12 Ton
32
$2287.40
L.H., Daily Totals
$3080.38
30.93
$71.48
Hr.
Daily
Hr.
Daily
1
Labor Foreman (outside)
$38.65
$309.20
$59.65
$477.20
36.65
586.40
56.55
904.80
Bare
Incl.
O&P
1
Aerial Lift Truck, 60'
Boom
L.H., Daily Totals
Crew B-ID
Hr.
$36.65
2 Laborers 1
Small Work Boat, Gas,
1
Pressure Washer, 7
50
H.P.
456.00
501.60
19.00
20.90
$1351.60
$1883.60
$56.32
$78.48
Daily
$586.40
Hr.
$56.55
Daily
$904.80
189.20
208.12
86.00
94.60
Bare
Incl.
Costs
O&P
$36.65
$1207.52
$861.60
16L.H., Daily Totals
17.20
$53.85
Bare
Crew B-IE 1
Hr.
Labor Foreman (outside)
$38.65
3 Laborers
36.65
Daily
$309.20 879.60
Hr.
$59.65 56.55
Daily
Costs
$477.20
$37.15
Labor Foreman (outside)
Equip.
Open (medium)
1
Crawler Loader, 3 C.Y.
2
Dump
48
Trucks, 12 C.Y.,
Work Boat,
Diesel,
200
2 Pressure Washer, 7
32
GPM
L.H., Daily Totals
Crew B-IF
Hr.
2 Skilled Workers 1
1475.00
H.P.
Laborer
Work
1
Small
1
Pressure Washer, 7
Boat, Gas,
50
Crew B-3A
H.P.
24
L.H., Daily Totals
Bare
Incl.
Daily
Costs
O&P
$36.90
$56.92
$36.90
$56.92
Daily
Hr.
452.40
Daily
$910.80
Hr.
Bare
Incl.
Daily
Costs
O&P
$46.10
$71.13
$1138.00
$46.10
$71.13
Bare
Incl.
Daily
Costs
O&P
$37.05
$57.17
$2286.80
$37.05
$57.17
Bare
Incl.
Daily
Costs
O&P
$37.32
$57.58
$46.35
$370.80
$71.50
$572.00
45.85
366.80
70.75
566.00
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
1172.80
56.55
1809.60
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
586.40
56.55
904.80
456.00
501.60
19.00
20.90
$1351.60
$1883.60
$56.32
$78.48
Bare Daily
Hr.
Incl.
Daily
Costs
O&P
$39.33
$60.25
$38.65
$309.20
$59.65
$477.20
36.65
586.40
56.55
904.80
48.90
391.20
74.15
593.20
37.55
600.80
57.30
916.80
1191.00
1310.10
1384.40
1522.84
53.65
59.02
$4463.00
$5724.94
$92.98
$119.27
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$39.10
$36.65
$1172.80
$56.55
$1809.60
48.90
391.20
74.15
593.20
$60.07
18.92 1
Equip. Oper. (medium)
1
Hyd. Excavator, 1.5 C.Y.
$75.47 Incl.
40
L.H., Daily Totals
1031.00
1134.10
25.77
28.35
$2595.00
$3536.90
$64.88
$88.42
Bare
Incl.
Daily
Costs
O&P
$39.94
O&P $57.33
Crew B-3B
Hr.
Daily
Hr.
1357.20
$36.65
$586.40
$56.55
$904.80
1
Equip. Oper. (medium)
48.90
391.20
74.15
593.20
1
Truck Driver (heavy)
37.55
300.40
57.30
1
Backhoe Loader, 80
1
Dump
$61.14
1622.50
172.00
189.20
51.47
56.62
$3646.10
$88.62
$113.94
Hr.
Daily
$47.30
$756.80
$73.25
$1172.00
36.65
293.20
56.55
452.40
189.20
208.12
86.00
94.60
$1325.20
8.67
$76.36
$458.40
Hr.
Bare
Incl.
Costs
O&P
$43.75
32
Truck, 12 C.Y,
400
$1927.12
$55.22
H.P.
L.H., Daily Totals
458.40 .
437.36
692.20
761.42
34.06
37.46
$2367.80
$3155.18
$73.99
$98.60
Bare
Incl.
Daily
Costs
O&P
$39.71
$60.95
$67.68
Crew B-3C
11.47
397.60
H.P.
3 Laborers
GPM
7.88
$51.63
56.55
L.H., Daily Totals
$56.55
$2835.80
Daily
208.12
$1832.52
$57.30
400 H.P
2 Laborers 1
189.20
$1239.20
293.20
Hr.
4 Laborers
GPM
$67.68
$57.58 1
1
$43.75
$297.20
L.H., Daily Totals
2 Truck Drivers (heavy)
24
O&P
$96.26
Costs
$37.32
Incl.
Costs
Hr.
34.02
2 Laborers
2 Laborers
Bare Daily
Daily
36.65
Boom
Crew B-3 Crew B-IC
$69.56
$37.15
Hr.
2 Laborers 2 Cutting Torches
$48.48
$1482.00
Crew B-2A 1
1
$1112.92
452.40
L.H., Daily Totals
$62.24
13.01
$775.60
$1172.00
Hr.
4 Laborers
Crew B-16
11.82
$737.60
Crew B-2
$1222.40
$36.65
208.12
56.55
L.H., Daily Totals
25.08
$56.55
$904.80
$56.55
$73.25
Hr.
(inside)
Incl.
O&P
189.20
$590.40
Crew B-IK
Bare Costs
293.20
Hr.
Per Labor-Hour
Daily
$756.80
L.H., Daily Totals
1
$586.40
Hr.
O&P
36.65 H.P.
(inside)
Dally
Subs
$47.30
L.H., Daily Totals
Crew B-IJ
1
24
Small
$57.58
$37.32
36.65
2 Cutting Torches
$57.58
$1382.00
$38.65
$36.65
2 Laborers
24
$1148.70
$895.60
2 Laborers
$570.80
$38.65
L.H., Daily Totals
Crew B-IA 1
253.40
Hr.
Hr.
16L.H., Daily Totals
$4049.90
Daily
Bare Costs
Crew B-IG
1
570.79
518.90
Gal.
Crew B-1 1
518.90
Gal.
Cost
Incl.
Crew No.
Per Labor-Hour
Hr.
Daily
Hr.
$36.65
$879.60
$56.55
$1357.20
48.90
391.20
74.15
593.20
12.61 1
Equip. Oper. (medium)
1
Crawler Loader, 4 C.Y.
$80.30
32
L.H., Daily Totals
1532.00
1685.20
47.88
52.66
$2802.80
$3635.60
$87.59
$113.61
705
Crews Cost
Incl.
Bare Costs
Crew No.
Crew B-4 1
Hr.
Labor Foreman (outside)
4 Laborers 1
Truck Driver (heavy)
1
Truck Tractor,
1
Flatbed
48
Trailer,
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$37.13
$57.19
Crew B-6
$309.20
$59.65
$477.20
1172.80
56,55
1809.60
1
Equip.
37.55
300,40
57.30
458.40
1
Backhoe Loader, 48
403.04
40 Ton
152.00
167.20
$3315,44
$2300.80
L.H., Daily Totals
Hr.
Daily
Hr.
Daily
2 Laborers
24 10.80
$47,93
Open
$69.07
Bare
Incl.
Costs
O&P
$59.65
$477.20
1
Equip,
56.55
1809.60
1
Vacuum
2 Equip. Open (medium)
48.90
782.40
74.15
1186.40
20
Air
Compressor, 250 cfm lb.
2 -50' Air Hoses, 1.5"
202.40
222.64
19.60
21,56
11.60
12.76
1191.00
1310.10
$62.02
Open (medium) Truck,
5000
Crawler Loader, 3 C.Y.
$3689.00
L.H., Daily Totals
Crew B-5A 1
Hr.
Labor Foreman (outside)
6 Laborers 2 Equip. Open (medium) 1
Equip.
Open
Hr.
Daily
$38,65
$309.20
$59.65
$477.20
36.65
1759,20
56,55
2714,40
48.90
(light)
Daily
$5040.26
782.40
74.15
$65,88
Incl.
376.40
71.35
570.80
37.55
600.80
57.30
916.80
1 Air
Compressor, 365 cfm
264.80
291.28
19.60
8 2
-50' Air Hoses, 1"
21.56
Dump
Trucks,
8
32.80
220
C.Y.,
HP
Costs
O&P
917,84
$4979.60
Crew B-5B
Hr.
Daily
$378,40
$7132.36
Hr.
$73.25
Daily
$586.00
2 Equip. Open (medium)
48.90
782,40
74.15
1186.40
3 Truck
37.55
901.20
57.30
1375.20
Loader, W,M.,2.5 C.Y.
1 F.E.
3
Dump
400
Trucks, 12 C.Y,
H.P.
Air
Compressor, 365
CFM
522,80
575.08
2076.60
2284,26
264.80
291.28
$4926.20
L.H., Daily Totals
12.00
$51.87
$61.10
$238.60
56,55
452.40
48.90
391,20
74.15
593.20
Hr.
Daily
1
Equip.
2 Truck
Open (medium) Drivers (heavy)
$879,60
Equip.
Open
$6298,22
Hr.
$56.55
1
Equip.
Open
Dump
Trucks, 12 C.Y,
O&P
59.67
$102.63
Costs
$40.97
391.20
74.15
593.20
600.80
57.30
916.80
1
Crawler Loader, 4 C.Y Crane, 4x4,
1 S.P.
64
43.55
(oiler)
400
H.P.
25 Ton
L.H., Daily Totals
348,40
$84,02
Bare
Incl.
Daily
Costs
O&P
$37.32
$57.58
Daily
Hr.
$618.40
$59.65
$954.40
36.65
1172.80
56.55
1809.60
297.22 19,42
21.36
$2723,20
$3789.20
$56,73
$78.94
48
L.H., Daily Totals
Hr.
Daily
308.00
Hr.
Bare
Incl.
Daily
Costs
O&P
$37.32
$57.58
$38.65
$618,40
$59.65
$954.40
36.65
1172.80
56.55
1809.60
481,20
Crane, 4x4, 12 Ton
529.32
1
Flatbed Truck, Gas, 3 Ton
333.00
366.30
1
Butt Fusion Mach., 8"-24” diam.
828.40
911,24
34.22
37.64
$3433.80
$4570.86
$71.54
$95.23
Bare
Incl.
Daily
Costs
O&P
$39.02
L.H., Daily Totals
Hr.
Labor Foreman (outside)
Open (medium)
1
Equip.
1
Brush Chipper, 12", 130 H.P.
1
Crawler Loader, 3 C.Y
76.20
66.00
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
1172,80
56,55
1809.60
48,90
391.20
74.15
$60.00
593,20
396.60
436,26
1191.00
1310.10
90.00
99.00
34.95
38,45
$3550.80
$4725.36
$73,97
$98,44
Bare
Incl.
Daily
Costs
O&P
$40.12
$61.48
65.64 L.H., Daily Totals
$131.21 Incl.
Hr.
Daily
Hr.
O&P $36,65
$586.40
$56.55
$904.80
47,05
376.40
71.35
570,80
$62,58
Open
1
Equip.
1
Rake w/Tractor
(light)
382.69
347.90 62.40
68,64
17,10
18.81
$1373.10
$1926,93
$57.21
$80.29
Bare
Incl.
Daily
Costs
O&P
$38.81
609.60
24
2
$59.96
Incl.
$65.58
Daily
37.55
402.00
19,81
$1680.37
$74.30
Costs
$1357.20
48.90
50.25
(crane)
18,01
$38.65
2 Chain Saw, Gas, 18” 1
396.17
$1199.15
419.98
2 Laborers
$36,65
360,15
381.80
Crew B-7A
3 Laborers
$64.21
$59.65
293,20
13.20
$42,96
Bare
Crew B-5C
$41,95
$154.60
Butt Fusion Mach., 4"-12" diam.
48 48
O&P
36.65
2 Chain Saws, Gas, 36” Long 1
Costs
1
4 Laborers
Drivers (heavy)
Incl.
Daily
270.20
1
$47.30
Hr.
280.00
Crew B-7
Powderman
Daily
$38.65
Ton
Crew B-6C
Bare
1
$78.22
Bare
36,08
834.40
L.H., Daily Totals
16.74
Flatbed Truck, Gas, 1.5 Ton
48 96
15.22
$55.33
S.P. Crane, 4x4, 5
1 S.P. lb.
401.72
$1877.32
1
4 Laborers
2 Breakers, Pavement, 60
365.20
$1328.00
1
1186.40
47.05
570,80
$90.00
2 Labor Foremen (outside)
2 Truck Drivers (heavy)
$61.48
$904,80
71,35
27.98
Bare
$39.88
$40.12
$56,55
Hr.
4 Laborers 56
O&P
376,40
L.H., Daily Totals
Crew B-6B
25.44
Incl.
Costs
$586.40
Gal,
2 Labor Foremen (outside) 1
Bare Daily
47,05
Hr.
*
Laborer
1
1172.80
1
Per Labor-Hour
-
Labor Foreman (outside)
.5
$309.20
2 Breakers, Pavement, 60
Hr.
O&P
$36.65
H.P,
Crew B-6A
36.65
$40.44
Daily
Subs
11,88
$38.65
Labor Foreman (outside)
(light)
L.H., Daily Totals
4 Laborers
1
Hr.
36.65
366.40
Crew B-5
Bare Costs
$38.65
220 HP.
Cost
Incl.
Crew No.
Per Labor-Hour
L.H., Daily Totals
528.00
1384.40
1522.84
1532.00
1685.20
607.20
667.92
55.06
60.56
$6145,60
$7880.76
$96.03
$123.14
Crew B-7B 1
Hr.
Labor Foreman (outside)
4 Laborers
Daily
Hr.
$38.65
$309,20
$59,65
$477.20
36.65
1172.80
56.55
1809.60
48.90
391.20
74.15
593,20
37,55
300.40
57.30
r
$59.61
•
Crew B-5D 1
Hr.
Labor Foreman (outside)
$38.65
4 Laborers
36.65
Daily
$309.20 1172.80
Hr.
$59.65 56.55
Daily
$477.20
Bare
Incl.
Costs
O&P
$40.08
Equip.
1
Truck Driver (heavy)
1
Brush Chipper, 12", 130 H.P.
1
Crawler Loader, 3 C.Y.
IV
48.90
782.40
74.15
1186.40
Truck Driver (heavy)
37.55
300.40
57.30
458.40
Air
2 -50’
Air
Crawler Loader, 3 C.Y,
1
Dump
64
Truck, 12 C.Y,
L.H., Daily Totals
706
lb.
Hoses, 1.5"
1
400
Dump
56
Compressor, 250 cfm
H.P.
1191.00
1310.10
90.00
99.00
7
»
L
1
1
436,26
$61.43
2 Chain Saws, Gas, 36" Long
2 Breakers, Pavement, 60
458.40
396.60
1809.60
2 Equip. Open (medium) 1
Open (medium)
1
202,40
222,64
19.60
21.56
11.60
12,76
1191.00
1310,10
Truck,
8 C.Y, 220
L.H., Daily Totals
H.P.
417.20
458.92
37.41
41.15
$4268.40
$5642,68
$76.22
$100.76
I
692.20
761.42
33.08
36.38
$4681.60
$6260,08
$73.15
$97.81
I
Crews Cost
Incl.
Crew No.
Bare Costs
Crew B-7C
Hr.
Labor Foreman (outside)
1
4 Laborers
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$38.81
$38.65
$309.20
$59.65
$477.20
36.65
1172.80
56.55
1809.60
$59.61
1
Laborer
Equip. Oper. (medium)
48.90
391.20
74.15
593.20
1
Truclr Driver (heavy)
37.55
300.40
57.30
458,40
12
Brush Chipper, 12”, 130 H.P. Crawler Loader, 3 C.Y.
2 Chain Saws, Gas, 36" Long
396.60
436.26
1191,00
1310.10
Dump
Truclr,
12
400
C.Y.,
H.P.
90.00
99.00
692.20
761,42
Roller,
42,32
$4543.40
L.H., Daily Totals
$5945.18
$81.13
Crew B-8 1
Hr,
Labor Foreman (outside)
$38.65
Daily
$309.20
Hr.
$59,65
Daily
Costs
$477.20
$41.05
Laborer
Incl.
Dozer,
12
36.65
586.40
56.55
904.80
2 Equip. Oper. (medium)
48.90
782,40
74.15
1186.40
200
Equip. Oper. (oiler)
43.55
348.40
66.00
528.00
37.55
600.80
57.30
916.80
1
226.20
1
Crawler Loader, 3 C.Y.
Dump
64
Trucks, 12 C.Y,
L.H., Daily Totals
1384,40
1522.84
51.89
57.08
$5948.40
$7666.52
$92.94
$119,79
CrewB-lOC
Crew B-9 1
Hr,
$38.65
Labor Foreman (outside)
4 Laborers
36,65
$309.20 1172,80
200
1 Air
Compressor, 250 cfm
2-50’
40
Air
60
lb.
Hoses, 1.5"
L.H., Daily Totals
Vibratory Roller, Towed,
Hr.
Hr.
$59.65 56.55
Bare
Incl.
Daily
Costs
O&P
$477,20
$37.05
1
Truck Driver (heavy)
1
Water Tank
1
Truck Tractor,
Trailer,
5000
222.64
19.60
21.56
11.60
12.76
5.84
6.42
$1715.60
$2543.76
$42.89
$63.59
Hr.
Daily
$586.40
$56,55
$904.80
37.55
300.40
57.30
458.40
220 H.P
2 -50’ Discharge Hoses, 3"
24
L.H., Daily Totals
Crew B-9B
Hr.
Bare
Incl.
Costs
O&P
2 Laborers 1
Truck Driver (heavy)
1
Water Tank
1
Truck Tractor,
1
Pressure Washer
24 LH„
Trailer,
226.20
5000
1
Labor Foreman (outside)
4
Common
1 Air
Laborers
1
12
Laborer L.H., Daily Totals
$1925.30
$58.24
$80.22
Hr.
Laborer
200
Dozer,
1
Sheepstt. Roller,
Incl.
O&P
$36.95
1
Daily
$593.20
56.55
226.20
Bare
Incl.
Costs
O&P
$44.82
$68.28
1457.50
412.00
453.20
144.75
159.22
$2274.80
$2730.10
$189.57
$227.51
1
Tandem
Roller,
Daily
$391.20
$74.15
$593.20
146.60
56.55
226.20
Bare
Incl.
Costs
O&P
$44.82
$68.28
1457.50
443.80
488.18
147.40
162.14
$2306,60
$2765.08
$192.22
$230.42
1
Tandem
1
69.40
76.34
24.18
26.60
$2001.64
$61.13
$83.40
Bare
Incl.
Daily
Costs
O&P
$37,05
$57.17
$59.65
$477.20
1172,80
56.55
1809.60
202.40
222.64
11.60
12.76
57.64
6,66
7.33
$2579.84
$43.71
$64.50
Bare
Incl.
Daily
Costs
O&P
$44,82
$391.20
$74.15
$593.20
146.60
56.55
226.20
$819.40
O&P
$44.82
$74.15
$593.20
56.55
226.20
$68.28
159.00
174.90
13.25
14.57
$696.80
$994.30
$58.07
$82.86
Bare
Incl.
Daily
Costs
O&P
$44.82
$68,28
Sheepsfoot
Roller,
240
1
$391.20
$74.15
$593.20
146.60
56.55
226.20
1
Diaphragm Water Pump, 2"
1
-20’ Suction
$68.28
1
Equip. Oper. (medium)
Laborer
.5
1
Diaphragm Water Pump, 4"
$68.28
Suction Hose, 4"
2 -50' Discharge Hoses, 4"
12
L.H., Daily Totals
20.17
22.18
$779.80
$1085.60
$64,98
$90.47
Daily
Hr.
Daily
$391.20
$74.15
$593.20
146.60
56,55
226.20
Hr.
Incl.
Costs
O&P
$44.82
$68.28
1218.00
1339.80
101.50
111.65
$2159.20
$146.32
$179.93
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$44.82
$391.20
$74.15
$593.20
36.65
146,60
56.55
226.20
Hr.
Bare
$1755,80
$48.90
Hose, 2”
Crew B-IOI
266.20
36.65 H.P.
Laborer
242.00
$48.90
L.H., Daily Totals
Equip. Oper. (medium)
.5
Hr.
36.65
Hr.
Crew B-lOH
Daily
$48.90
10 Ton
Laborer
1 -20'
$44.82
Incl.
Costs
146.60
12L.H., Daily Totals
52.40
36,65
Bare Daily
$391.20
2 -50’ Discharge Hoses, 2"
$1748.40
$48790
Roller,
Equip, Oper. (medium)
.5
$1467.20
$309.20
Hr.
36.65
L.H., Daily Totals
Crew B-IOG
12
36.65
Daily
$48.90
Hr.
Laborer
1
Hr.
Hr.
36.65
5 Ton
Equip, Oper. (medium)
.5
155.76
Hr.
Daily
$48.90
Hr.
Laborer
403.04
$537.80
Hr.
$74.15
Towed
Equip. Oper. (medium)
141.60
Daily
Daily
146.60
L.H., Daily Totals
$56.80
3.30
$38.65
Hr.
121.46
$189.74
$391.20
H.P.
Crew B-lOE
366.40
Daily
110.42
$155.23
1325.00
1
12
Bare Costs
458.40
Hr.
1457.50
$2276.90
36.65
Hr.
Equip. Oper, (medium)
.5
1
Daily
57,30
L.H., Daily Totals
Equip. Oper. (medium)
$1397.80
3.00
2 Air Powered Tampers
.5
23.42
300.40
Compressor, 250 cfm
Crew B-10
21.29
37.55
2 -50' Air Hoses, 1.5"
40
3.30
$904.80
Daily Totals
Crew B-9D
403.04
3.00
$56.55
Gal.
1325.00
$1862.80
$48.90
23 Ton
Crew B-lOF
366.40
$586.40
220 H.P
$68.28
$593.20
56.55
$56.80
155.76
$36.65
2 -50’ Discharge Hoses, 3"
$36,95
141.60
Daily
$44.82
$74.15
1809.60
$36.65
Gal.
O&P
146.60
12L.H., Daily Totals 2 Laborers
Incl.
Costs
Hr.
$57,17
202.40
Daily
Bare Daily
Daily
$391.20
H.P.
Crew B-IOD
.5
Crew B-9A
16.76
$85.04
1325.00
Dozer,
1
12
2 Breakers, Pavement,
15.23
$60.05
36.65
Hr.
Equip, Oper. (medium)
1
1
Daily
201.08
$1020.48
1310.10
1191.00
400 H.P
182.80
$720,60
$48.90
12L.H., Daily Totals
2
$68.28
820.38
745.80
Hyd. Crane, 25 Ton
$593.20
56.55
O&P $62.71
1
1
$44.82
$74.15
H.P.
.5 Laborer
2 Truck Drivers (heavy)
O&P
146.60
L.H., Daily Totals
,
2 Laborers
Incl.
Costs
$106.16 1
Bare
Bare Daily
$391.20
Hr.
Per Labor-Hour
46.55 .5
56
Hr.
O&P
36.65
2-Drum, W.B., 7,5 H.P
Equip. Oper. (medium)
Daily
Subs
$48.90
L.H., Daily Totals
Crew B-lOB 1
1
Hr.
Equip. Oper. (medium)
.5
1
1
Bare Costs
Crew B-lOA
1
1
Cost
Incl.
Crew No.
Per Labor-Hour
72.00
79.20
1.95
2.15
$68.28
1,80
1.98
6.31
6.94
$613.55
$902.73
$51.13
$75.23
Bare
Incl.
Daily
Costs
O&P
$44.82
Daily
Hr.
$48.90
$391.20
$74.15
$593.20
36.65
146.60
56.55
226.20
115.80
127.38
3.25
3.58
$68.28
4.70
5.17
10.31
11,34
$661.55
$955.52
$55.13
$79.63
707
Crews Cost
Incl.
Bare Costs
Crew No.
Crew B-IOJ Equip. Oper. (medium)
1
.5 Laborer
Centrifugal Water
1
-20'
Sucbon Hose, 3”
-50’
Discharge Hoses, 3"
12
Equip. Oper. (medium)
1
Laborer
.5
Hr.
Bare
Incl.
Costs
O&P
$44,82
$68,28
$391.20
$74.15
$593.20
146.60
56.55
226.20
Hr.
78.80
86.68
2.85
3,13
12
3.30
7.05
7.76
$912.51
$51.87
$76.04
Hr.
Bare
Incl.
Daily
Costs
O&P
$44.82
$48.90
$391.20
$74.15
$593.20
36.65
146.60
56.55
226.20
Laborer F.E.
1
3.00
$68.28
Hr.
Equip. Oper. (medium)
1
1
F.E.
Centr.
1 -20'
2
-50'
Water Pump, 6"
Sucbon Hose, 6” Discharge Hoses, 6"
340.80
374.88
11.50
12.65
12.20
13,42
30.38
33.41
$902.30
$1220,35
$75.19
$101.70
1
12
L.H., Daily Totals
226.20
Equip. Oper, (medium)
Crew B-IOL Equip. Oper. (medium)
1
Laborer
.5
Dozer,
1
80
Hr.
Daily
Hr.
Daily
$48.90
$391.20
$74.15
$593.20
36.65
146.60
56.55
226.20
H.P.
Bare
Incl.
Costs
O&P
$44.82
1
410.74
31.12
34.23
$911.20
$1230.14
$75.93
$102.51
Bare
Incl.
Daily
Costs
O&P
$44,82
Daily
Hr.
$391.20
$74.15
$593.20
36.65
146,60
56,55
226.20
522,80
575.08
43.57
47.92
$1060.60
$1394.48
$88.38
$116.21
Bare
Incl.
Daily
Costs
O&P
$44.82
$68.28
Equip. Oper. (medium)
1
Dozer,
1
300
$48.90 36.65
Laborer
.5
Hr.
481.00
529,10
40,08
44.09
$1018.80
$1348,50
$84.90
$112.38
H.P.
Daily
$391.20 146.60
Hr.
$74.15 56.55
Daily
$593.20
Bare
Incl.
Costs
O&P
$44.82
$68.28
1
Laborer
1
Equip. Oper. (medium)
Laborer
.5
1 F.E.
Hr.
1998.70
151.42
166.56
$2818.10
$196.23
$234.84
Daily
$48.90
$391.20
$74.15
$593.20
36.65
146.60
56.55
226.20
Loader, T.M., 1.5 C.Y
Bare
Incl.
Costs
O&P
$44.82
1
Equip. Oper, (medium)
Laborer
L.H., Daily Totals
1
Equip. Oper. (medium)
Laborer
.5
1
F.E.
Hr.
522.80
575.08
43.57
47.92
$1394.48
$88.38
$116.21
Hr.
Daily
$48.90
$391.20
$74.15
$593,20
36.65
146.60
56.'55
226.20
Loader, T.M., 2.25 C.Y.
Bare
Incl.
Costs
O&P
$44,82
1
L.H., Daily Totals
Laborer Dozer,
1
Equip. Oper. (medium)
Laborer
.5
1
Hr.
959.80
1055.78
79.98
87.98
$1875.18
$124.80
$156,26
$391.20
$74.15
$593.20
36.65
146.60
56.55
226.20
Crawler Loader, 3 C.Y.
1
Equip. Oper. (medium)
Laborer
.5
1
Equip. Oper. (medium)
.5
Laborer
1 F.E.
12
Loader, W.M.,
L.H., Daily Totals
1 C.Y.
Incl.
O&P
$44.82
$68.28
1310.10
99,25
109.18
$2129.50
$144,07
$177,46
Daily
Hr.
Daily
$74.15
$593.20
36.65
146.60
56.55
226.20
Bare
Incl.
Costs
O&P
$44.82
$68,28
1532.00
1685.20
127.67
140.43
$2504.60
$172.48
$208.72
Hr.
Bare
Incl.
Daily
Costs
O&P
$44.82
$48.90
$391.20
$74.15
$593.20
36.65
146.60
56.55
226.20
Equip. Oper. (medium)
Laborer
1
Vibr. Roller,
$593,20
56.55
226.20
Hr.
Incl.
O&P
$44.82
$68.28
4933.50
373,75
411.13
$5022.80
$5752.90
$418.57
$479.41
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$44.82
$391,20
$74.15
$593.20
36.65
146.60
56,55
226.20
$68.28
591,80
650,98
49,32
54.25
$1129.60
$1470,38
$94.13
$122.53
Bare
Incl.
Daily
Costs
O&P
$44.82
$68.28
Daily
Hr.
$48.90
$391.20
$74.15
$593.20
36.65
146.60
56.55
226.20
2409.00
2649.90
200.75
220.82
$2946.80
$3469.30
$245.57
$289.11
Equipment Oper. (med.) Laborer
1
Dozer,
200
$68.28
Laborer
1
Air
Powered Tamper
1
Air
Compressor, 365 cfm
2-50'
16
295.20
324.72
24.60
27.06
$833.00
$1144.12
$69.42
$95.34
Air
(light)
$593.20
56.55
226.20
Equipment Oper. (med.)
1
Laborer
1
Backhoe Loader, 48 L.H., Daily Totals
H.P.
46.60
51,26
$1097.00
$91.42
$119.54
Bare
Incl.
Daily
Costs
O&P
$42.77
$65.35
Daily
Hr.
$391.20
$74.15
$593.20
293.20
56.55
452.40
1325.00
1457.50
82.81
91.09
$2009.40
$2503.10
$125.59
$156.44
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$41.85
$63.95
$47.05
$376.40
$71.35
$570.80
36.65
293.20
56.55
452.40
Hr.
1
615,12
$1434.52
36.65
L.H., Daily Totals
$68.28
559,20
$48.90
Hoses, 1.5"
CrewB-llC
$44.82
$74.15
Hr.
Equipment Oper,
O&P
146.60
16L.H., Daily Totals
1
Incl.
Costs
$391.20
H.P.
1
Bare Daily
36.65
Hr.
1
Hr.
$48.90
Towed, 12 Ton
1
Daily
26.20
28.82
264.80
291,28
11,60
12.76
18.91
20.80
$972.20
$1356.06
$60.76
$84.75
Bare
Incl.
Daily
Costs
O&P
$42.77
$65.35
Daily
Hr.
$48.90
$391.20
$74.15
$593.20
36.65
293.20
56.55
452,40 401.72
365.20
$1447.32
$1049.60 1
708
Bare Costs
4485.00
$48.90
12L.H., Daily Totals
16
t
Daily
$74,15
Hr.
Crew B-llB
$2069.80
Daily
Hr.
146.60
410 H.P
CrewB-llA
1191.00
$391.20
Hr.
Bare Costs
$1728.80
$48.90
L.H., Daily Totals
Crew B-IOR 1
Hr.
Crawler Loader, 4 C.Y.
12
Daily
$48.90
12L.H., Daily Totals
Crew B-IOQ
Hr.
Daily
$391.20
L.H., Daily Totals
Crew B-lOY
$1497.60
Daily
96,16
$164.44
$68.28
.5
Crew B-lOP
87.42
$132.23
36.65
Hr.
Equip. Oper, (medium)
12
1
12
1153.90
$1973.30
$48.90
L.H., Daily Totals
Crew B-lOX
$1060.60
Daily
1049.00
$1586.80
$68.28
.5
Crew B-lOO
226.20
Dozer, 105 H.P,
12
1
12
$593,20
56.55
H.P,
Crew B-lOW
1817.00
Hr.
$74.15
146.60
L.H., Daily Totals
226.20
$2354.80
Daily
700
Dozer,
.5
Crew B-ION
$391.20
Hr.
Equip. Oper. (medium)
12
1
12L.H., Daily Totals
Hr.
36.65
Loader, W.M., 5.5 C.Y.
Crew B-IOV
.5
Crew B-IOM
Daily
$48,90
L.H., Daily Totals
$68.28
$68.28
1
12L.H., Daily Totals
F.E.
12
$68.28
373.40
$48.90
Hr.
.5 Laborer
$44.82
$593.20
56.55
Loader, W.M.,2.5 C.Y,
Crew B-lOU
Incl.
O&P
$74.15
1
1
Bare Costs
146.60
12L.H., Daily Totals
Per Labor-Hour
Daily
$391.20
Hr.
Laborer
Hr.
36,65
Loader, W.M., 1.5 C.Y
Equip. Oper. (medium)
1
Daily
O&P
$48,90
L.H., Daily Totals
Crew B-IOT
.5
Subs
Bare Costs
Crew B-IOS
.5
$622.45
Daily
Cost
Incl.
Crew No.
Per Labor-Hour
Daily
36.65
L.H., Daily Totals
Crew B-lOK
Daily
O&P
$48.90
Pump, 3"
1
2
Hr.
Subs
I 1
22.82
25.11
$65.60
$90.46
7^^
Crews Cost
Incl.
Bare Costs
Crew No.
CrewB-llJ
Hr.
Equipment Oper. (med.)
1
1
Laborer
1
Grader,
30,000 Lbs.
1
Ripper,
Beam &
16
1
1
Laborer
1
Trencher, Chain Type, 8'
16
Equipment Oper. (med.) Laborer
1
Grader,
1
Laborer
1
Backhoe Loader, 80
16
89.54
49.27
54.20
$1472.80
$1912.84
$92.05
$119.55
Daily
Hr.
Daily
$74.15
$593.20
36.65
293.20
56.55
452.40
Costs
O&P
$42.77
$65.35
$4060.40
$4759.20
$253.78
$297.45
Hr.
Bare
Incl.
Daily
Costs
O&P
$42.77
$74.15
$593.20
293.20
56.55
452.40
$65.35
707.00
777.70
44.19
48.61
$1391.40
$1823.30
$86.96
$113.96
Daily
Hr.
Daily
$48.90
$391.20
$74.15
$593.20
36.65
293.20
56.55
452.40
Bare
Incl.
O&P
$42.77
$65.35
397.60
437.36
24.85
27.34
$1082.00
$1482.96
$67.63
$92.69
Bare Hr.
Daily
Hr.
Daily
Dozer,
12
520
1 Roller,
$309.20
$59.65
$477.20
48.90
782.40
74.15
1186.40
6 Truck Drivers (heavy)
37.55
1802.40
57.30
2750.40
F.E.
1
Dozer,
6
Dump
72
410
H.P.
Trucks, Off Hwy.,
50 Ton
L.H., Daily Totals
Crew B-llQ Equipment Operator (med.)
1
Dozer,
140
$48.90 36.65
5 Laborer 1
Hr.
Common
H.P.
12 L.H., Daily Totals
Crew B-llR 1
Equipment Operator (med.)
Dozer,
12 L,H„
200
H.P.
Daily Totals
Crew B-llS 1
Equipment Operator (med.)
Dozer,
300
1
Ripper,
Beam &
10 Truck Drivers (heavy)
200
Dozer,
1
Vibratory Roller, Towed,
10 Dump Trucks, 8
1
Shank
L.H., Daily Totals
Laborer
1
Dozer,
1
Ripper,
12
410
H.P.
Beam &
2 Shanks
L.H., Daily Totals
Hr.
C.Y.,
Costs
O&P
$40.19
$61.31
Plate,
1
Hyd. Excavator,
Bare
Incl.
Costs
O&P
$44.82
$68.28
Crew B-12B
$149.30
1
Hyd. Excavator, 1.5 C.Y.
16
Bare
Incl.
Costs
O&P
$44.82
$68.28
226.20
Crew B-12C 1
Equip. Oper. (crane)
1457.50
110.42
121.46
1
Laborer
$1862.80
$2276.90
$155.23
$189.74
1
Hyd. Excavator, 2 C.Y.
16
Bare
Incl.
Costs
O&P
$44.82
$68.28
Crew B-12D
226.20
1
Equip. Oper. (crane)
1
Laborer
1
Hyd. Excavator, 3.5 C.Y.
81.40
89.54
158.20
174.02
$2436.20
$2907.64
$203.02
$242.30
$48.90
$391.20
$74.15
$593.20
36.6i
146.60
56.55
226.20
1457.50
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
1466.00
56.55
2262.00
48.90
1173.60
74.15
1779.60
Hr.
481.00
529.10
365.60
402.16
$62.76
Bare
Incl.
Costs
O&P
$44.82
$68.28
2409.00
2649.90
91.60
100.76
208.38
229.22
$3038.40
$3570.06
$253.20
$297.51
16
1
Equip. Oper. (crane)
1
Laborer
1
Hyd. Excavator, .5 C.Y.
16
L.H., Daily Totals
202.40
14.31
15.75
$5652.46
$55.27
$78.51
Bare
Incl.
Daily
Costs
O&P
$43.45
Daily
Hr.
$402.00
$76.20
$609.60
36.65
293.20
56.55
452.40
Hr.
814.80
896.28
50.92
56.02
$1958.28
$94.38
$122.39
Bare
Incl.
Daily
Costs
O&P
$43.45
$66.38
Daily
Hr.
$402.00
$76.20
$609.60
36.65
293.20
56.55
452.40
Hr.
1031.00
1134.10
64.44
70.88
$1726.20
$2196.10
$107.89
$137.26
Daily
Hr.
Daily
$50.25
$402.00
$76.20
$609.60
36.65
293.20
56.55
452.40
1175.00
1292.50
$1870.20
Hr.
Daily
$2354.50
Hr.
Daily
$50.25
$402.00
$76.20
$609.60
36.65
293.20
56.55
452.40
Hr.
$66.38
$1510.00
$50.25
L.H., Daily Totals
Crew B-12E
184.00
$3979.40
$50.25
L.H., Daily Totals
1998.70
Daily
Hr.
L.H., Dally Totals
1325.00
Hr.
4584.00
1 C.Y.
$118.47
Daily
57.30
$40.96
$1791.58
56.55
3004.00
Incl.
$1421.60
146.60
37.55
$58.64
O&P
Equip. Oper. (crane)
$593.20
$38.42
452.40
Bare
Laborer
$74.15
O&P
Costs
1
$391.20
Incl.
Costs
Hr.
$593.20
16L.H., Dally Totals
226.20
Daily
Bare Daily
Daily
Daily
1
Hr.
$64.93
67.71
81.02
Daily
$44.27
$126.35
73.65
56.55
$1558.28
61.55
972.18
146.60
8.38
$1062.40
$56.55
$99.97
883.80
$593.20
7.62
$12129.50
Crew B-12A
$277.94
$74.15
$36.65
201.08
$56.55
56.55
Gas, 21”
$237.14
$391.20
$1357.20
182.80
$879.60
$74.15
L.H., Daily Totals
$20012.00
Daily
O&P
293.20
2 Roller, 2-Drum, W.B., 7.5 H.P.
$17074.00
Hr.
Incl.
Costs
Incl.
Laborer
Daily
Bare Daily
$391.20
H.P.
Equip. Oper. (crane)
56.55
Hr.
$9597.40
3 Equipment Operators (med.)
1
146.60
Daily
453.20
Laborers
1
$593.20
285.63
$353.92
4589.20
Labor Foreman (outside)
216.64
$74.15
259.67
$304.48
4172.00
Common
196.94
$391.20
3427.60
220 H.P
1
2649.90
Daily
$68.28
412.00
5
11794.20
Hr.
$44.82
23 Ton
Crew B-llY
80
Incl.
O&P
$4247.00
36.65
L.H., Dally Totals
Dozer,
Bare Costs
3116.00
$48.90
H.P.
Per Labor-Hour
$3653.80
1325.00
1
2409.00
1817.00
Equipment Operator (med.)
.5
$48.90
H.P.
Crew B-llT 1
Hr.
36.65
5 Laborer 1
12
$48.90 36.65
5 Laborer 1
Hr.
Laborer
10722.00
Daily
Hr.
Equipment Operator (med.)
1153.90
1049.00
Loader, W.M., 5.5 C.Y.
226.20
$36.65
1
72 2 Equipment Operators (med.)
$593.20
56.55
L.H., Daily Totals
4 Vibrating $38.65
Labor Foreman (outside)
1
$74.15
146.60
2-Drum, W.B., 7.5 H.P.
1
Daily
$391.20
Hr.
Crew B-llW
Hr.
O&P
36.65 H.P.
3 Laborers
Daily
Subs
$48.90
L.H., Daily Totals
Crew B-llV
1
Crew B-llN
Laborer
96
Costs
Hr.
Equipment Operator (med.)
24 232.10
$391.20
L.H., Daily Totals
Incl.
211.00
36.65
H.P.
Bare
3713.60
Daily
1
1
3376.00
$48.90
Hr.
Equipment Oper. (med.)
777.70
Bare Costs
Crew B-llU
.5
81.40
$391.20
L.H., Daily Totals
$65.35
707.00
$48.90
30,000 Lbs.
CrewB-llM
1
452.40
Hr.
1
16
$593.20
56.55
L.H., Daily Totals
1
$42.77
$74.15
D
CrewB-llL
Incl.
O&P
293.20
Hr.
Equipment Oper. (med.)
Bare Costs
$391.20
Cost
Incl.
Crew No.
Per Labor-Hour
Daily
36.65
L.H., Daily Totals
1
Hr.
O&P
$48.90
Shank
Crew B-llK
Daily
Subs
Bare
Incl.
Costs
O&P
$43.45
$66.38
73.44
80.78
$116.89
$147.16
Bare
Incl.
Costs
O&P
$43.45
$66.38
2442.00
2686.20
152.63
167.89
$3137.20
$3748.20
$196.07
$234.26
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$43.45
$50.25
$402.00
$76.20
$609.60
36.65
293.20
56.55
452.40
$66.38
448.00
492.80
28.00
30.80
$1143.20
$1554.80
$71.45
$97.17
709
Crews
Crew B-12F
Hr.
1
Equip. Oper, (crane)
1
Laborer
1
Hyd. Excavator, .75 C.Y.
16
Daily
Subs
Hr.
O&P
Bare
Incl.
Costs
O&P
$43.45
$402.00
$76.20
$609.60
36.65
293.20
56.55
452.40
Crew 6-12G 1
1
Laborer
1
Crawler Crane, 15 Ton
1
Clamsbell Bucket, .5 C.Y.
16
Crew B-12H 1
41.38
45.51
1
Crawler Crane, 40 Ton
$84,83
$111.89
1
F.E.
Daily
Costs
$609.60
$43.45
36.65
293.20
56.55
452.40
$50.25
Equip. Oper. (crane)
36.65
1
Laborer
1
Crawler Crane, 25 Ton
1
Clamshell Bucket,
C.Y.
1
Crew B-121 1
Equip. Oper. (crane)
1
Laborer
1
Crawler Crane, 20 Ton
1
Dragline Bucket, .75 C.Y
Daily
Hr.
Hr.
16
Attachment, 1.5
Crew B-12P 1
Equip. Oper. (crane)
1
Laborer
45.12
49.63
1
Crawler Crane, 40 Ton
$1417.15
$1856.15
$88.57
$116.01
1
Dragline Bucket, 1.5 C.Y.
$402.00
$76.20
293.20
56.55
$609.60
Incl.
Costs
O&P
452.40
1
Equip. Oper. (crane)
1
Laborer
1
Hyd. Excavator, 5/8 C.Y.
52.14
76.28
83.90
$2404.44
$119.72
$150.28
Bare
Incl.
Daily
Costs
O&P
$43.45
$50.25
$402.00
$76.20
$609,60
36.65
293.20
56.55
452.40
1179,00
Hr.
$50.25
$66.38
Per Labor-Hour Bare
Incl.
Costs
O&P
$43.45
$66.38
1296.90
80.00
88.00
78.69
86.56
$1954.20
$2446.90
$122.14
$152.93
Daily
$402.00 293.20
>
Hr.
$76.20 56.55
1179.00
Daily
$609.60
Bare
Incl.
Costs
O&P
$43,45
$66,38
,
i
452.40 1296.90
33,60
36,96
75.79
83.37
$1907.80
$2395,86
$119.24
$149.74
* -
'
1290.30
47.40
Hr.
452.40
36.65
.
Crew B-12Q
$66,38
$1915.60
Daily
$609,60
56.55
16L.H., Daily Totals
Bare
$43.45
$76,20
293.20
O&P $66.38
41.58
Daily
Daily
$402.00
L.H., Daily Totals
752.57
Hr.
Hr.
O&P
36.65
Incl.
37.80
Daily
Daily
Subs
$50.25
C.Y*
684.15
1173.00
16L.H., Daily Totals
Laborer
728.20
$76.20
Hr.
Equip. Oper. (crahe)
1
$1790.20
$402.00
L.H., Daily Totals
1
Hr.
662.00
$50.25
Hr.
$66,38
Crew B-120
Cost
Incl.
Bare Costs
$1357.20
Bare
Equip. Oper. (crane)
Crew No.
Per Labor-Hour
Daily
$50.25
L.H., Daily Totals
^
Cost
Incl.
Bare Costs
Crew No.
16
Hr.
1
Equip. Oper. (crane)
1
Laborer
1
Hyd. Excavator, 2.5 C.Y
Hr.
Bare
Incl.
Daily
Costs
O&P
$43,45
$50.25
$402,00
$76,20
$609.60
36,65
293.20
56.55
452.40
L.H., Daily Totals
Crew B-12S
Daily
Hr.
$66.38
594.40
653,84
37.15
40.87
$1289.60
$1715.84
$80.60
$107,24
Bare
Incl.
Daily
Costs
O&P
$43.45
$66,38
Daily
Hr.
$50.25
$402.00
$76.20
$609.60
36.65
293.20
56.55
452.40
^
.
-
;
16
L.H., Daily Totals
880.25
968,27
20.80
22,88
56.32
61.95
$1596.25
$2053.16
$99.77
$128.32
Bare
Crew B-12J 1
Equip. Oper. (crane)
1
Laborer
1
Gradall,
Hr.
$50.25 36.65
5/8 C.Y
16L.H., Daily Totals
Crew B-12K 1
Equip. Oper. (crane)
1
Laborer
3 Ton,
1 Gradall,
Hr.
1
Equip. Oper. (crane)
1
Laborer
1
Crawler Crane, 15 Ton
1
F.E.
16
Attachment,
1
1
Laborer
1
Crawler Crane, 20 Ton
1
F.E.
Laborer
1
Crawler Crane, 25 Ton
C.Y
1 F.E.
Attachment,
1
16L.H., Daily Totals
710
969.76
55.10
60.61
$1576.80
$2031.76
$98.55
$126.99
Bare
Incl.
Daily
Costs
O&P
$43.45
$66.38
Daily
Hr.
$609.60 452.40
Hr.
Crew B-12T
$2332.20
$2862.70
$145.76
$178.92
Daily
Hr.
Daily
$50.25
$402.00
$76.20
$609.60
36,65
293.20
56.55
452.40
Bare
Incl.
Costs
O&P
$43.45
$66.38
Laborer
1
Crawler Crane, 75 Ton
1492.00
1
F.E.
Attachment, 3 C.Y.
102.80
113.08
99.67
109.64
$2290,00
$2816.28
$143.13
$176.02
16
L.H., Daily Totals
CrewB-12V Open
1
Equip,
1
Laborer
(crane)
Hr.
Daily
Hr.
Daily
$50.25
$402.00
$76.20
$609.60
36.65
293.20
56.55
452.40
Bare
Incl.
Costs
O&P
$43,45
$66.38
1641.20
1005.00
1105.50
62.81
69.09
1
Crawler Crane, 75 Ton
1492.00
$2167.50
$106.26
$135.47
1
Dragline Bucket, 3
C.Y
52.60
57,86
96.54
106.19
$2239.80
$2761.06
$139,99
$172.57
Daily
Hr.
Daily
16
Bare
Incl.
Costs
O&P
L.H., Daily Totals
Crew B-12Y
$66,38
$76.20
$609.60
56.55
452.40
1
752.57
2 Laborers
684.15
$43.45
59.60
65.56
46.48
51.13
$1438.95
$1880.13
$89.93
$117.51
Bare
Incl.
Daily
Costs
O&P
$43.45
$66.38
Daily
$402.00 293.20
Hr.
$76.20 56.55
$609,60
968.27
64.00
70.40
59.02
64,92
$1639.45
$2100.68
$102.47
$131.29
Hr,
$50.25
$402.00
$76.20
36.65
293.20
56,55
Daily
$609.60
1
Equip. Oper. (crane)
1
Bare
Incl.
Costs
O&P
$43.45
$66.38
1
$76.20
$609.60
586.40
56.55
904.80
Hr.
Labor Foreman (outside)
4 Laborers
$63.10
2686.20
101.75
111.93
$142.93
$175.03
Daily
Hr.
Daily
$402.00
$76.20
$609.60
586.40
56.55
904.80
Bare
Incl.
Costs
O&P
$41,18
$63.10
1637.00
1800.70
68.21
75.03
$2625.40
$3315.10
$109.39
$138.13
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$39.86
$61.15
$38,65
$309.20
$59.65
$477.20
36.65
1172.80
56.55
1809.60
609.60
452.40
1
Equip, Oper. (crane)
50,25
402.00
76.20
1173.00
1
Equip. Oper.
(oiler)
43,55
348.40
66.00
70.80
77.88
77.74
85.51
1
Hyd. Crane,
25 Ton
$1939.00
$2430,18
$121.19
$151,89
L.H., Daily Totals
$41.18
$4200.60
1290.30
56
Incl.
O&P
2442.00
36.65
Hr.
Bare Costs
$3430.40
$50.25
L.H., Daily Totals
Crew B-13
Daily
$402.00
Hyd. Excavator, 2.5 C.Y.
24
Hr.
36,65
L.H., Daily Totals
Crew B-12Z
Daily
$50.25
Hyd. Excavator, 3.5 C.Y
24
2 Laborers
452.40
880.25
Daily
1
Equip. Oper. (crane)
Hr.
!
1641.20
$1700.20
293.20
Hr.
112.54
Equip. Oper. (crane)
$402.00
$50.25
102.31
1
36.65
Hr.
Hr.
1800.70
1
$50.25
16L.H., Daily Totals
1
452.40
56.55
Attachment, .75 C.Y.
1 Equip. Oper. (crane)
56.55
$76.20
36.65
Crew B-12N
293.20
881.60
293.20
.5 C.Y.
Equip. Oper. (crane)
$66.38
$402.00
L.H., Daily Totals
Crew B-12M
$43.45
36.65 1 C.Y.
Crew B-12L
Costs
$609.60
$50.25
16L.H., Daily Totals
O&P
Daily
$76.20
Hr.
L.H., Daily Totals
Incl.
$402.00
Daily
16
1637.00
528.00
745.80
820.38
13.32
14.65
$2978.20
$4244.78
$53.18
$75.80
-
Crews Cost
Incl.
Crew No.
Bare Costs
Crew B-13A
Hr.
Daily
Subs
Hr.
O&P
Daily
$38.65
$309.20
$59,65
$477.20
2 Laborers
36.65
586.40
56.55
904.80
2 Equipment Operators (med.)
48,90
782.40
74,15
1186.40
2 Truck Drivers (heavy)
37.55
600,80
57,30
916.80
Labor Foreman (outside)
1
1
Crawler Crane, 75 Ton
1
Crawler Loader, 4 C.Y.
2
Dump
56
Trucks,
8
C.Y.,
220
H.P.
1492,00
1641.20
1532.00
1685.20
834.40
917.84
$6137.20
L.H., Daily Totals
$7729.44
Bare
Incl.
Costs
O&P
$40.69
$62.24
Crew B-13B Labor Foreman (outside)
4 Laborers
Daily
Costs
$38,65
$309.20
$59,65
$477.20
$39.86
36.65
1172.80
56.55
1809.60
Hr.
Daily
Hr.
1
Equip.
Open
(crane)
50.25
402,00
76,20
609.60
1
Equip.
Open
(oiler)
43.55
348.40
66.00
528.00
1
Hyd. Crane, 55 Ton
Laborer
1
Equip.
L.H., Daily Totals
Labor Foreman (outside)
4 Laborers 1
Equip.
Open
Open
(crane)
1
Equip.
1
Crawler Crane, 100 Ton
(oiler)
Hr.
Incl.
O&P $61.15
1
Laborer
1
Equip,
22.33
$3369.40
$4675.10
$60.17
$83.48
Bare
Incl.
Daily
Costs
O&P
$39.86
$61.15
$309.20
$59.65
$477.20
36.65
1172,80
56.55
1809.60
50.25
43.55
402.00 348.40
76.20
66.00
(crane)
Hyd. Excavator, 2.5 C.Y.
Trench Box
Crew B-13D
Hr.
$36.65
Laborer
Open
1
Equip,
1
Hyd. Excavator,
(crane)
50.25
Daily
$293.20 402.00
$56.55 76.20
Open
Equip,
1
Backhoe Loader, 48
48
(light)
Trench Box
30.41
$70.28
Equip.
Open
(crane)
Laborer
Incl.
Daily
Costs
O&P
$452.40
$43.45
Crew B-14B
Laborer
1
Equip,
84.05
92.45
56,18
61.80
$2050.74
$99.63
$128.17
(crane)
Equip.
Hyd. Excavator, 1,5 C.Y,
1
Trench Box
Hr.
Daily
Costs
$36.65
$293,20
$56.55
$452.40
50.25
402.00
76.20
609.60
$452,40
76.20
609.60
1637.00
$43.45
1031.00
1134.10
84.05
92.45
69.69
$1810.25
$2288.55
$113.14
Bare
Open
(crane)
Crew B-13F
Hr.
Daily
$293.20
Equip.
Open
(crane)
Laborer
Open
Equip.
1
Hyd. Excavator, 3.5 C.Y.
1
Trench Box
(crane)
50.25
402.00
Hr.
$56.55
Daily
$452.40
76.20
2686.20
84.05
92.45
Daily
Costs
O&P
$43.45
$66.38
Equip.
Open
(crane)
Laborer
Laborer
1
Equip.
$3840.66
157.88
(crane)
$201.33
Hyd. Excavator, .75 C.Y
1
Trench Box
16
Hr.
Daily
$36.65
$293.20
$56,55
$452,40
50.25
402,00
76.20
609.60
662,00
L.H., Daily Totals
Bare
Incl.
Costs
O&P
1
$43.45
Hr.
92.45
46.63
51.29
$1441,25
$1882.66
$90.08
$117,67
Laborer
Equip.
Equip.
1
Gradall,
1
Trench Box
16
(crane)
5/8 C.Y
Bare
Incl.
Daily
Costs
O&P
$43.45
$66.38
Hr.
$36.65
$293.20
$56.55
$452.40
50.25
402.00
76.20
609.60
L.H., Daily Totals
881.60
Open
(crane)
Laborer
$59.53
$477.20
56.55
1809.60
47.05
376.40
71,35
Hr.
570.80
365.20
401.72
7.61
8.37
$2223.60
$3259.32
$46.33
$67.90
Daily
Hr.
Daily
$50.25
$402.00
$76.20
$609.60
36.65
146,60
56.55
226.20
Hr.
Bare
Incl.
Costs
O&P
$45.72
$69.65
3043.00
3347.30
253.58
278.94
$3591.60
$4183.10
$299.30
$348,59
Daily
Hr.
Daily
$50.25
$402.00
$76.20
$609.60
36.65
146,60
56,55
226,20
Hr.
Bare
Incl.
Costs
O&P
$45,72
$69.65
3523.00
3875.30
293.58
322.94
$4071.60
$4711.10
$339.30
$392.59
Daily
Hr.
Daily
$50.25
$402.00
$76.20
$609.60
36.65
146.60
56,55
226.20
Hr.
Bare
Incl.
Costs
O&P
$45.72
$69.65
3596.00
3955.60
299,67
329.63
$4144.60
$4791.40
$345,38
$399,28
Daily
Hr.
Daily
$50.25
$402.00
$76,20
$609.60
36.65
146.60
56.55
226.20
Hr.
Bare
Incl.
Costs
O&P
$45.72
$69.65
3714,00
4085,40
309.50
340.45
$4262,60
$4921.20
$355.22
$410.10
Daily
Hr.
Daily
$50.25
$402.00
$76.20
$609.60
36.65
146.60
56.55
226.20
Hyd. Shovel, 12 C.Y.
Equip.
Daily Totals
Open (medium)
Laborer
.5
Bare
Incl.
Costs
O&P
$45.72
$69.65
5204.00
5724.40
433.67
477.03
$5752,60
$6560.20
$479,38
$546.68
Hr.
Daily
Hr.
Daily
$48,90
$391.20
$74.15
$593.20
36.65
146.60
56.55
226.20
Bare
Incl.
Costs
O&P
$44.82
$68.28
Loader, 8 C.Y
1989.00
2187.90
165,75
182.32
L.H., Daily Totals
$2526.80
$3007.30
$210,57
$250.61
F.E,
12
Open
1
$38.72
$59.65
Daily Totals
Crew B-14J
1
1
O&P
728.20
84.05
Daily
Incl.
Costs
$66.38
1
Crew B-13H
Bare Daily
$240.04
12L.H., 1
Hr.
173.67
1
Open
Daily
1172.80
Hyd. Shovel, 7 C.Y.
.5 1
$184.70
609.60
2442,00
$3221.25
Hr.
118.32
$151.02
Incl.
Crew B-14G Crew B-13G
107.57
$2955.16
$309.20
Hyd. Excavator, 7 C.Y.
12 LH.,
L.H., Daily Totals
92.45
$2416.25
$143.03
1
16
$66.38
76.66
.5 1
$43.45
$66.38
1
$36.65
Laborer
Incl.
O&P
1800.70
36.65
L.H., Daily Totals
Crew B-14F
1
Bare Costs
84.05
$38.65
12L.H., Daily Totals L.H., Daily Totals
Daily
O&P
1
16
Hr.
$56.55
Hyd. Excavator, 6 C.Y.
.5 1
Daily
Incl.
1
Open
$141.25
609.60
Crew B-14C 1
74.87
$111.52
402.00
L.H., Daily Totals
$66.38
$1594.05
Daily
68,07
$2259.95
$293.20
Hyd. Excavator, 4.5 C.Y.
12
12
Hr.
92,45
$1784,25
$94.60
Bare
Bare
Crew B-13E
$66.38
33.45
1
L.H., Daily Totals
$43.45
1105.50
50.25
L.H., Daily Totals
Crew B-14A
1
16
Incl.
O&P
84.05
$36,65
H.P.
,5 Laborer 1
Bare Costs
896.28
814.80
1 C.Y.
609.60
Per Labor-Hour
528.00
$5297.70
Hr.
$452.40
76.20
Hr.
Labor Foreman (outside)
609.60
1873,30
$3935,40
L.H., Daily Totals
$56.55
402.00
L.H., Daily Totals
1
1
1
Open
1
1
1703,00
$293.20
Hr.
Crew B-14 20.30
$38.65
Daily
50.25
1005.00
1
16
1250.70
Hr.
Hr.
O&P
$138.03
1137.00
Daily
Daily
Subs
$36.65
1 C.Y.
Crew B-13J
.5
56
3 Ton,
4 Laborers
Crew B-13C 1
(crane)
L.H., Daily Totals
75.79
1
56
Open
Hr.
Trench Box
16
Bare
1
1
1
$109.59
Bare Costs
Crew B-131
1 Gradall,
68.90
Cost
Incl.
Crew No.
Per Labor-Hour
969.76
84.05
92,45
60,35
66.39
$1660.85
$2124.22
$103.80
$132.76
71
1
Cost
Incl.
Bare Costs
Crew No.
Subs
O&P
Cost
Incl.
Crew No.
Per Labor-Hour
Bare Costs
Subs
O&P
Per Labor-Hour |
Bare
Crew B-14K
Hr.
Equip. Oper. (medium)
1
.5 Laborer 1 F.E.
12
1
Daily
$74.15
$593.20
36.65
146.60
56.55
226.20
Loader, 10 C.Y.
Hr.
Equipment Oper. (med.)
Hr.
$391.20
L.H., Daily Totals
Crew B-15
Daily
$48.90
S48.90
Inch
Costs
O&P
$44.82
$68.28
2703.00
2973.30
225.25
247.78
$3792.70
$270.07
$316.06
$391.20
Hr.
$74.15
Daily
$593.20
Crew B-19A 1 Pile
4
$3240.80
Daily
Bare
Bare
Incl.
Costs
O&P
$40.66
Laborer
2 Truck Drivers (heavy)
2
Dump
1
Dozer,
28
400
Trucks, 12 C.Y.,
200
36.65
146.60
56.55
226.20
37.55
600.80
57.30
916.80
H.P.
H.P.
L.H., Daily Totals
Foreman
Hr.
(outside)
Pile Drivers
2 Equip. Oper. (crane) 1
Equip. Oper.
1
Crawler Crane, 75 Ton
1
Lead, 90' high
1
Hammer,
(oiler)
Diesel,
41k
1
Labor Foreman (outside)
2 Laborers 1
1
Truck Driver (heavy)
Dump
Truck, 12 C.Y.,
$38.65
1457.50
96.76
106.44
1
Pile Driver
$3848.00
$4716.54
$137.43
$168.45
4
Pile Drivers
$309.20
$59.65
$477.20
36.65
586.40
56.55
904.80
37.55
300.40
57.30
458.40
400 H.P
692.20
761.42
$1888.20
L.H., Daily Totals
$2601.82
Costs
$37.38
21.63 $59.01
Bare Hr.
2 Laborers 1
Equip. Oper.
(light)
Daily
Hr.
Daily
$36.65
$586.40
$56.55
$904.80
47.05
376.40
71.35
570.80
Foreman
(outside)
O&P
1
Equip. Oper.
1
Crawler Crane,
1
Lead, 90' High
1
Hammer,
1
Barge,
(oiler)
37.55
Truck Driver (heavy)
300.40
57.30
2252.80
50.25
804.00
76.20
1219.20
43.55
348.40
66.00
528,00
1492,00
t
w 1 1
1641.20
124,40
136.84
642.40
706.64
35,29
38,82
$5203,20
$7073.48
$81.30
$110,52
Costs
$39.48
Daily
Hr.
Daily
Costs $46,01
$46.40
$371.20
$73.60
$588.80
44.40
1420.80
70.40
2252.80
50.25
804.00
76.20
1219.20
43.55
348,40
66.00
528.00
40 Ton
Incl.
;
O&P
1.
f
$71,70
j
1179.00
1296.90
124.40
136.84
>
1
$57.51
Diesel,
22k
ft-lb
400 Ton
j
537.45
591.20
781.00
859.10
40,97
45.06
$5566.25
$7472.84
$86.97
$116.76
Bare
Incl.
Daily
Costs
O&P
$46.01
’j
23.79 L.H., Daily Totals
$81.31
Incl.
Hr.
Daily
Hr.
O&P Foreman
1
Pile Driver
4
Pile Drivers
(outside)
$46,40
$371.20
$73.60
$588.80
44.40
1420.80
70.40
2252.80
50.25
804.00
76.20
1219.20
43,55
348.40
66.00
528.00
1
$71.70
$60.44
2 Equip. Oper. (crane) 1
70.40
Hr.
Crew B-19C Crew B-17
1420.80
O&P $71.70
Incl.
64 32
44.40
Bare
Crew B-19B
1325.00
Daily
$46.01
Hr.
i
1522.84
Hr.
$588.80
L.H., Daily Totals
1384.40
Daily
Costs
$73.60
«
Bare Hr.
Daily
$371,20
ft-lb
2 Equip. Oper. (crane)
Crew B-16
Daily
$46,40
$62.01
64 .5
Driver
i
458.40 1
Equip. Oper.
1
Crawler Crane, 75 Ton
(oiler)
1
1
1
Backhoe Loader, 48 H.P
Dump
32
Truck,
8
220 H.P
C.Y.,
L.H., Daily Totals
Crew B-17A
Hr.
2 Labor Foremen (outside) 6 Laborers 1
Skilled
Worker Foreman
1
Skilled
Worker
80
365.20
(out)
26.90
$87.33
Daily
Hr.
(light)
Daily
$618.40
$59.65
$954.40
1759.20
56.55
2714.40
49.30
394.40
76.35
610.80
47.30
378.40
73.25
586.00
$36.65
Equip. Oper.
24.45
$63.92
36.65
Hr.
2 Laborers
Truck Driver (heavy)
458.92
$2794.64
$3150.40
Crew B-17B
1
417.20
$2045.60
$38.65
L.H., Daily Totals
1
401.72
Daily
$586.40
$4865.60
Hr.
$56.55
$39.48
$60.44
71.35
570.80
57.30
458.40
Backhoe Loader, 48 H.P
365.20
401.72
Dump
692.20
761.42
$2320.60
$3097.14
1
Barge,
64
Hr.
Daily
Hr.
Daily
41k
ft-lb
400 Ton
L.H., Daily Totals
33.04
$72.52
1
Labor Foreman (outside)
1
Skilled
1
Laborer
24
Worker
1
Labor Foreman (outside)
1
$38.65
$309.20
$59.65
$477.20
36.65
586.40
56.55
904.80
Vibrating Plate, Gas, 21"
24
L.H., Daily Totals
1 Pile
4
Driver
Foreman
Hr.
Incl.
Costs
O&P
50.60
1.92
2.11
$1432.60
$39.23
$59.69
(outside)
Pile Drivers
2 Equip. Oper. (crane)
Daily
$46.40
$371.20
$73.60
$588.80
44.40
1420.80
70.40
2252.80
804.00
76.20
1219.20
50.25
Bare
Incl.
Costs
O&P
$46.01
47.50
52.25
$93.50
$123,95
Bare
Incl.
Daily
Costs
O&P
$40.87
$63,15
$1515.60
$40.87
$63.15
Bare
Incl.
Daily
Costs
O&P
$44.73
[
Daily
Hr.
$309.20
$59.65
$477.20
47,30
378.40
73.25
586,00
293.20
56.55
f
Crew B-20A
Hr.
Daily
Hr.
452.40
$38,65
$309.20
$59.65
$477.20
36.65
293,20
56.55
452.40
Plumber
57,55
460.40
86.90
695,20
Plumber Apprentice
46.05
368.40
69.55
556,40
1
Labor Foreman (outside)
1
Laborer
1
1
$68.16
'
$1431.20
Daily Totals
Hr.
Daily
Hr.
$68.16
$2181.20
$44.73
Bare
Incl.
Daily
Costs
O&P
$42.21
$65.01
$57.58
46.00
Hr.
859.10
$7932.58
$96.79
$941.60
Daily
781.00
$5984.20
$980.80
1
Labor Foreman (outside)
1
Skilled
1
Laborer
Worker
.5 Equip. Oper. (crane)
Crew B-19
136,84
706,64
36.35
Bare
$37.32
124.40
642.40
$38.65
36.65
Crew B-21
2 Laborers
Hr.
L.H., Daily Totals
32 LH.,
Crew B-18
Diesel,
$60.82
$904.80
300.40
L.H., Daily Totals
$39.38
O&P
376.40
Hammer,
Crew B-20
Costs
37.55
Lead, 90' High
1
1641.20
$60.82
Daily
1
32
$39.38
Incl.
47.05
400 H.P
Incl.
O&P
Bare
1
Truck, 12 C.Y.,
Bare Costs
1
1492,00
.5 S.P. Crane, 4x4, 5
28
$38,65
$309.20
$59.65
$477,20
47.30
378.40
73.25
586.00
36.65
293.20
56,55
452.40
50.25
201.00
76.20
304.80
Ton
L.H., Daily Totals
140.00
154.00
5.00
5.50
$1321.80
$1974.40
$47.21
$70.51
Bare
Incl.
Daily
Costs
O&P
$45.83
$69.77
$71.70
Crew B-21A
Hr.
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36,65
293.20
56.55
452.40
Plumber
57.55
460.40
86.90
695.20
Plumber Apprentice
46.05
368,40
69.55
556.40
Equip, Oper. (crane)
50.25
402.00
76.20
609.60
1
Labor Foreman (outside)
1
Laborer
1
1
1
.
:
1
1
1
Equip. Oper. (oiler)
Crawler Crane,
Read, 1
40 Ton
90’ High
Hammer,
64
43.55
Diesel,
22k
L.H., Daily Totals
ft-lb
348.40
66.00
528.00
1179.00
1296.90
124.40
136.84
537.45
$4785.25
591.20
$6613.73
28.76
$74.77
31.64
$103.34 1 S.P.
40
712
Crane, 4x4, 12 Ton
L.H., Daily Totals
481.20
529.32
12.03
13.23
$2314.40
$3320.12
$57.86
$83.00
m. Cost
Incl.
Crew No.
Crew B-21B 1
Hr.
Labor Foreman (outside)
3 Laborers 1
Equip. Oper. (crane)
1
Hyd. Crane, 12 Ton
40
Hr.
Bare
Incl.
Costs
O&P
839.77
$309.20
$59.65
$477.20
879.60
56.55
1357.20
50.25
402.00
76.20
609.60
663.00
729.30
$2253.80
$3173.30
Daily
Hr.
]
Daily
$38.65
$309.20
$59.65
$477.20
$61.10
16.57
18,23
$56,34
$79.33
Bare
Incl.
O&P
Bare Costs
Crew B-23A
Hr.
1
Labor Foreman (outside)
1
Laborer
1
Equip. Oper, (medium)
1
Daily
$309.20
$59.65
$477.20
293,20
56.55
452,40
391.20
74.15
2551.00
Pickup Truck, 3/4 Ton L.H., Daily Totals
$61.15
Hr.
O&P
36.65
48.90
Crew B-23B
Daily
Subs
$38,65
Truck-Mounted
1 Drill Rig,
24
Costs
$39.86
Cost
Incl.
Crew No.
Per Labor-Hour
Daily
36.65
Hr.
Labor Foreman (outside)
Daily
O&P
$38.65
L.H., Daily Totals
Crew B-21C 1
Subs
Bare Costs
Hr.
Per Labor-Hour Bare
Incl.
Costs
O&P
$41.40
$63.45
593,20
2806.10
157.00
172.70
112.83
124,12
$3701.60
$4501.60
$154.23
$187.57
Daily
Hr.
Daily
Bare
Incl.
Costs
O&P
$41.40
$63.45
36.65
1172.80
56.55
1809.60
1
Labor Foreman (outside)
1
Equip. Oper. (crane)
50.25
402.00
76.20
609.60
1
Laborer
1
Equip. Oper.
43.55
348.40
66.00
528.00
1
Equip. Oper. (medium)
25.08
1
Drill
1
Pickup Truck, 3/4 Ton
157.00
172.70
1
Centr.
Water Pump, 6"
340.80
374.88
127.03
139,74
$4042.40
$4876.48
$168.43
$203.19
4 Laborers
(oiler)
22.80
2 Cutting Torches 2 Sets of Gases 1
Lattice
56
Boom
Crane,
90 Ton
L.H., Daily Totals
Crew B-22 1
Labor Foreman (outside)
1 Skilled
1
Hr.
Worker
Laborer
.75 Equip. Oper. (crane)
1
Labor Foreman (outside)
1
Skilled
2 Laborers i
Equipment Operator, Crane
1
S.P. Crane,
1
Butt Fusion Mach., 4"-12”diam.
40
Skilled
2 Laborers Equip. Oper. (crane)
1
S.P. Crane, 4x4,
1
Butt Fusion Mach., 8"-24” diam.
40
Crew B-22C
Laborer
1
Butt Fusion Mach., 2”-8" diam.
16
L.FI.,
.
Worker
Skilled
Labor Foreman (outside)
Rig,
Truck-Mounted
Drill
1
Flatbed Truck, Gas, 3 Ton
40
$42.74
$65,76
L.H., Daily Totals 1
Crew B-24
Hr.
O&P
$42.18
$64.13
$1539.20
$42.18
$64.13
Bare
Incl.
Daily
Costs
O&P
$40.17
$520.80
56.55
452.40
452.40
1
Carpenter
45,85
366.80
70.75
457.20
24
$1492.30
$2203.80
$49,74
$73.46
Bare
Incl.
Daily
Costs
O&P
$41.90
$64.44
Finisher
$1012.40
L.H., Daily Totals
Crew B-25
Hr.
$309.20
$59.65
$477.20
36.65
2052.40
56,55
3166.80
3 Equip. Oper. (medium)
48.90
1173.60
74.15
Labor Foreman (outside)
$59.65
$477.20
378.40
73.25
586.00
1
Asphalt Paver, 130 H.P.
36.65
586.40
56.55
904.80
1
Tandem
50.25
402.00
76.20
609.60
1
Roller,
308.00
88
381.80
419,98
16,55
18,20
$3305.58
$58.45
$82.64
Bare
Incl.
Daily
Costs
O&P
$41.90
Crew B-25B 1
Labor Foreman (outside)
$59.65
$477.20
378.40
73.25
586.00
1
36.65
586.40
56.55
904,80
2 Tandem
50.25
402.00
76.20
609.60
1
280.00
308.00
96
828.40
911.24
27.71
30,48
$2784.40
$3796.84
$69.61
$94.92
Bare
Incl.
Daily
Costs
O&P
$41,98
$378.40
$73.25
$586,00
293.20
56.55
452.40
$64.90
120.95
133.04
7.56
8.32.
$792.55
$1171.44
$49.53
$73.22
Daily
$38.65
$309.20
$59.65
$477,20
36.65
1172.80
56.55
1809.60
Bare
Incl.
Costs
O&P
$37.05
$57.17
2551.00
2806.10
333.00
366.30
72.10
79.31
$4366.00
$5459.20
$109.15
$136,48
Hr.
7 Laborers
$309.20
36.65
12 Ton
WhI.,
L.H., Daily Totals
47.30
$47.30
10 Ton
Roller,
Pneum.
$38.65
$64.44
Hr.
$38.65
1
$309.20
$2337.80
Daily
566.00
7 Laborers
47.30
1
Incl.
Costs
$65.10
7.70
Hr,
Bare Daily
293.20
7,00
Daily
Hr.
$352.40
231.00
Hr.
Daily
593.20
2806.10
36.65
210.00
Daily
74.15
2551.00
L.H., Daily Totals
$38.65
Hr.
391.20
48.90
Truck-Mounted
Rig,
$44.05
76.20
Hr.
452.40
Laborer
56.55
Daily
$477.20
56.55
Cement
301.50
Hr.
$59.65
293.20
1
293.20
Daily
24
$309.20
36.65
1
50.25
Hr.
4 Laborers 1
O&P
36.65
Dally Totals
Crew B-23 1
Incl.
Costs
Hr.
586.00
L.H., Daily Totals
1
Bare Daily
Daily
$477.20
5 Ton
1
$97.60
73.25
Hr.
Worker
1
$73.00
280.00
Crew B-22B Labor Foreman (outside)
$5465.78
$59.65
L.H., Daily Totals
1
$4088.20
378.40
4x4, 5 Ton
1
36.45
$309.20
Hr.
Worker
33,14
47.30
L.H., Daily Totals
Crew B-22A
334.40 1681.90
$38.65
.75 S.P. Crane, 4x4, 5 Ton
30
304.00 1529.00
$38.65
Asphalt Paver,
Roller,
Pneum.
383.90
31.36
34.50
$6295.20
$8459,60
$71.54
$96.13
Bare
Incl.
Daily
Costs
O&P
$40.90
Daily
Hr.
$309.20
$59.65
$477.20
36.65
2052.40
56.55
3166.80
1564.80
74.15
2372.80 2385.90 532.40
349.00
383,90
31.27
34.40
$9319.00
$72.17
$97.07
Bare
Incl.
Daily
Costs
O&P
$41.07
$62.93
12 Ton
$6928.40
L.H., Daily Totals
Hr.
Labor Foreman (outside)
2 Equip. Oper. (medium) 1
Asphalt Paver,
130
1
Tandem
10 Ton
Daily
Hr.
$38.65
$309.20
$59,65
$477.20
36.65
879.60
56.55
1357.20
782.40
74.15
48.90
H.P,
L.H., Daily Totals
Crew B-25D
Hr.
1186.40
2169.00
2385.90
242.00
266.20
50,23
55.25
$4382.20
$5672.90
$91.30
$118.19
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$41,15
$38.65
$309.20
$59.65
$477.20
3 Laborers
36.65
879,60
56.55
1357.20
2.125 Equip. Oper. (medium)
48,90
831.30
74.15
1260.55
.125 Truck Driver (heavy)
37.55
37.55
57.30
1
$62.67
484,00
3 Laborers
48
266.20
349.00
10 Ton
WhI.,
Roller,
242.00
2169.00
Crew B-25C 1
2385.90
H.P.
130
Rollers,
1779.60
2169.00
$38,65
48.90
4 Equip, Oper, (medium)
$61.63
Labor Foreman (outside)
.125 Truck Tractor, 6x4, 380 H.P
76.60
$63.05
57.30
84.26
1
.125
Dist. Tanker,
3000
Gallon
1
Asphalt Paver, 130 H.P.
1
Tandem
50
Roller,
10 Ton
L.H., Daily Totals
38.52
42.38
2169.00
2385.90
242.00
266.20
50.52
55.57
$4583.77
$5930.99
$91.68
$118.62
Crews Cost
Incl.
Bare Costs
Crew No.
Crew B-25E
Hr.
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$41.23
$38.65
$309.20
$59.65
$477.20
36.65
879.60
56.55
1357.20
1
2.250 Equip. Oper. (medium)
48.90
880.20
74.15
1334.70
24
.25 Truck Driver (heavy)
37.55
75.10
57.30
114.60
Labor Foreman (outside)
380
.25 Truck Tractor, 6x4, .25 Dist. Tanker,
3000
153.20
H.P.
Gallon
$63.15
130
Asphalt Paver,
H.P.
Laborer
77.05
84.75
2385.90
1
Tandem
Roller,
10 Ton
L.H., Daily Totals
Crew B-29
Crew B-26 1
Hr.
Labor Foreman (outside)
6 Laborers 2 Equip. Oper. (medium)
242.00
266.20
50.79
55.87
$4785.35
$6189.07
$92.03
$119.02
Daily
Hr.
Daily
$38.65
$309.20
$59.65
$477.20
36.65
1759.20
56.55
2714.40
48.90
782.40
74.15
1186.40
50.65
405.20
79.55
636.40
Bare
Incl.
Costs
O&P
$41.00
Rodman
(reinf.)
44.05
Cement
Finisher
1
Grader,
30,000 Lbs.
1
Paving Mach.
&
352.40
65.10
707.00
Crew B-26A
Hr.
Daily
$309.20
$9235.60
Hr.
$59.65
38.23
$79.23
Daily
Costs
$477.20
$41.00
6 Laborers
36.65
1759.20
56.55
2714.40
2 Equip. Oper. (medium)
48.90
782.40
74.15
1186.40
1
Rodman Cement
50.65
(reinf.)
44.05
Finisher
405.20 352.40
79.55
65.10
707.00
30,000 Lbs.
Grader,
Paving Mach.
1
Concrete
88
&
L.H., Daily Totals
C.Y.
L.H., Daily Totals
1
Labor Foreman (outside)
$38.65
Hr.
40.22
44.24
$107.14
Hr.
$59.65
Daily
Costs
$477.20
$41.66
56.55
2714.40
1173.60
74.15
1779.60
Equip. Oper. (medium)
1
Rodman
(reinf.)
50.65
405.20
79.55
636.40
1
Cement
Finisher
44.05
352.40
65.10
520.80
1
Concrete Pump, 110'
96
Boom
L.H., Daily Totals
Crew B-26C Labor Foreman (outside)
6 Laborers
Hr.
$38.65
O&P
1031.00
Dump
1384.40
1522.84
100.64
110.71
$3407.40
$4166.94
$141.97
$173.62
Trucks, 12 C.Y,
400 H.P
L.H., Daily Totals
Labor Foreman (outside)
1
Carpenter
1
Air
1
Sheeting Driver
Crew B-32 Laborer
3 Equip. Oper. (medium)
777.70
2922.70
934.00
1027.40
44.77
49.25
$8297.60
$10856.20
$86.43
$113.09
Hr.
$59.65
200
1
Daily
Costs
$477.20
$40.22
Laborer
2 Equip. Oper. (medium) 1
Grader, 30,000 Lbs.
1
Roller, Vibratory,
222.64
5.30
5.83
11.60
12.76
5.48
6.03
$1774.90
$2641.63
$44.37
$66.04
Bare
Incl.
Daily
Costs
O&P
$45.84
$69.75
O&P
24
Crew B-32B
Cement
Finisher
352.40
65.10
Paving Mach.
1
Concrete
520.80
1
2657.00
2922.70
175.20
192.72
35.40
38.94
$6049.40
$8057.42
$75.62
$100.72
$309.20
$59.65
$477.20
879.60
56.55
1357.20
$56.55
$452.40
1173.60
74.15
1779.60
Hr.
1325.00
1457.50
71.06
78,17
$3740.80
$4733.40
$116.90
$147.92
Daily
Hr.
Daily
$36.65
$293.20
$56.55
$452.40
48.90
782.40
74.15
1186.40
Bare
Incl.
Costs
O&P
$44.82
$68.28
707.00
777.70
692.80
762.08
58.33
64.16
$2475.40
$3178.58
$103.14
$132.44
$61.77
1
36.65
$293.20
48.90
L.H., Daily Totals
1
$38.65
Hr.
Incl.
2714.40
Daily
Daily
$36.65
25 Ton
1
Hr.
Hr.
H.P.
2 Equip. Oper. (medium)
Laborer
Dozer,
200
Bare
Incl.
Costs
O&P
$37.15
$57.33
24
Hr.
Daily
Hr.
$293.20
$56.55
$452.40
48.90
782.40
74.15
1186,40
L.H., Daily Totals
Hr.
762.08
84.08
92.48
$128.89
$160.77
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$43.11
$309.20
$59.65
$477.20
586.40
56.55
904.80
3 Equip. Oper. (medium)
48.90
1173.60
74.15
1779.60
294.40
323.84
9.20
10.12
1
Grader, 30,000 Lbs.
707.00
777.70
$1483.20
$2158.24
$46.35
$67.44
1
Tandem
242.00
266.20
1
Dozer,
200
10 Ton
H.P.
L.H., Daily Totals
$68.28
$3858.38
36.65
Roller,
$44,82
$3093.40
$38.65
Labor Foreman (outside)
Incl.
O&P
692.80
2 Laborers
1
Bare Costs
1457.50
1325.00 25 Ton
Crew B-32C
Daily
$36.65
H.P.
1 Roller, Vibratory,
48
714
566.00
L.H., Daily Totals
593.20
L.H., Daily Totals
70.75
202.40
Dozer,
636.40
32
366.80
1
79.55
Berm Machine
45.85
777.70
405.20
1
1357.20
266.20
50.65
3 Laborers
$477.20
56.55
707.00
(reinf.)
Labor Foreman (outside)
$60.01
$59.65
879.60
242.00
Rodman
1
$38.89
$309.20
10 Ton
Roller,
1
Daily
O&P
Grader, 30,000 Lbs.
74.15
Hr.
Incl.
Costs
Tandem
56.55
Crew B-27
Bare Daily
1
391.20
L.H., Daily Totals
Hr.
1
1759.20
80
Daily
36.65
L.H., Daily Totals
48.90
Saw
1134.10
$38.65
Hoses, 1.5"
Air
36.65
44.05
Hr.
Compressor, 250 cfm
Equip. Oper. (medium)
Equip.
916.80
Hyd. Excavator, 1.5 C.Y.
1
&
$593,20
57.30
$63.84
707.00
Daily
$74.15
600.80
Incl.
2657.00
$309.20
$62.92
$391.20
37.55
1
Crew B-32A
Bare
1
$41.33
$48.90
2
32
Equip.
O&P
O&P
$81.22
1759.20
&
Incl.
Costs
Hr.
$62.90
192.72
36.65
Paving Mach.
Bare Daily
Daily
Incl.
$9428.32
48.90
Grader, 30,000 Lbs.
$78.47
2922.70
3 Equip. Oper. (medium)
1
$55,61
520.80
6 Laborers
1
17.32
$4394.16
$104.95
$7147.60
$309.20
15.74
$3114.00
42.05
175.20
Daily
969.76
$62.90
1
Hr.
528.00
881.60
636.40
Bare
Crew B-26B
609.60
777.70
2657.00
Equip.
Saw
1809.60
Gradall,
40 1
$61.15
$477,20
56.55
1
2 -50' 1
$39.86
$59.65
66.00
3 Laborers
1
O&P
1172.80
76.20
1
$38.65
Incl.
Costs
$309.20
348.40
Crew B-31
Labor Foreman (outside)
Bare Daily
36.65
402.00
Crew B-30
Bare
1
$66,02
520.80
2922.70
$6972.40
L.H., Daily Totals
$42.78
$38.65
50.25
24 88
$1584.40
777.70
2657.00
Equip.
Hr.
43.55
2 Truck Drivers (heavy) 1
$66,02
452.40
Equip. Oper.
56
$42.78
$1132.00
56.55
Equip. Oper. (crane)
5/8
Incl.
O&P
$70.75
1
(oilbr)
Bare Costs
293.20
Daily
Per Labor-Hour
Daily
$733.60
Hr.
Labor Foreman (outside)
O&P
36.65
1
1 1
Hr.
$1026.80
4 Laborers
52
Daily
Subs
$45.85
L.H., Daily Totals
168.52
2169.00
Hr.
2 Carpenters
1
1
Bare Costs
Crew B-28
3 Laborers
1
Cost
Incl.
Crew No.
Per Labor-Hour
$65.87
1325.00
1457.50
47,38
52.11
$4343.20
$5663.00
$90.48
$117.98
Crews Cost
Incl.
Crew Mo.
Bare Costs
Crew B-33A 1
Hr.
Equip. Oper. (medium)
Laborer
.5
.25 Equip. Oper. (medium) 1
1.25 Dozers,
300
1
.25 Equip. Oper. (medium) 1
14
300
$45.40
$69.12
Crew B-33H
$36.65
$146.60
$56.55
$226.20
1
Equipment Operator (med.)
48.90
391.20
74.15
593.20
97.80
74.15
148.30
.25 Equipment Operator (med.)
48.90
97.80
74.15
122.76
1
48.90
111.60
2271.25
2498.38
170.20
187.22
$3018.45
$3588.84
$215.60
$256.35
Daily
Hr.
Daily
Bare
Incl.
Costs
O&P
$45.40
$69.12
Laborer
1
14
1
363.88
400.26
$409.27
$469.38
Crew B-33J Equipment Operator (med.) S.P. Scraper,
48.90
97.80
74.15
148.30
8
L.H,, Daily Totals
$3621.84
$217.75
189.58
14
Daily
Incl.
Costs
O&P
$45.40
$69.12
Equipment Operator (med.)
.25 Equipment Operator (med.)
36.65
146.60
56.55
226.20
.25 Dozer,
48.90
97.80
74.15
148.30
14
158,80
174.68
2498.38
$48,90 36.65
48,90
Daily
$391.20 146.60 97.80
$3640,76
Hr.
$74.15 56.55 74.15
1 S.P.
Hr.
Laborer
.5
.25 Equip. Oper. (medium) 1
S.P. Scraper,
.25 Dozer,
300
21
$48,90
Daily
$391.20
Hr.
$74.15
Daily
$593.20
36.65
146,60
56.55
226.20
48,90
97,80
74.15
148.30
C.Y.
H.P.
2599.00
2858.90
454.25
499.68
$3688.85
14 L.H., Daily Totals
1
Hr.
Equip. Oper. (medium)
Laborer
.5
.25 Equip. Oper. (medium) 1
Elev.
Scraper,
410
300
$4326.27
146.60
56.55
97.80
74.15
Crew B-34A
Costs
O&P
$45.40
$69.12
1
Truck Driver (heavy)
1
Dump
8
L.H., Daily Totals
Truck,
1
Truck Driver (heavy)
1
Dump
163.09
8
L.H., Daily Totals
$208.49
$45.40
$69.12
146.60
56.55
226.20
3922.60
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
Hr.
$458.40
$37.55
$57.30
417.20
458.92
52.15
57.37
$717.60
$917.32
$89.70
$114.67
$300.40
Daily
$57.30
Hr.
Daily
Bare
Incl.
Costs
O&P
$37.55
400
H.P.
$57.30
$458.40
$37.55
692.20
761.42
86.53
95.18
$992.60
$1219.82
$124.08
$152.48
$300.40
$57.30
$248.52
Costs
O&P
$45.40
$69.12
218.09
$263.49
Daily
$593.20
1
Truck Driver (heavy)
1
Truck Tractor, 6x4,
1
Dump
8
L.H., Dally Totals
Trailer,
Hr.
$37.55
380
Daily
$300.40
Hr.
$57.30
Daily
Incl.
O&P
$458.40
$37.55
$57.30
674.08
612.80
H.P.
16.5 C.Y.
126.20
138.82
92.38
101.61
$1039.40
$1271.30
$129.93
$158.91
239.90
Crew B-34D
$309.02 1
Truck Driver (heavy)
1
Truck Tractor, 6x4,
1
Dump
8
L.H., Daily Totals
Hr.
$37.55
Daily
$300.40
Hr.
$57.30
Daily
$458.40
Bare
Incl.
Costs
O&P
$37.55
$57.30
Incl.
Costs
O&P
$45.40
$69.12
Trailer,
20
380
674.08
612.80
H.P.
C.Y.
140.80
154.88
94.20
103.62
$1054.00
$1287.36
$131.75
$160.92
226.20 148.30
Crew B-34E Truck Driver (heavy)
Dump
8
L.H., Daily Totals
Hr.
Bare Costs
Incl.
1
Daily
Bare
Incl.
Costs
O&P
$45.40
$69.12
Truck, Off Hwy.,
$391.20
$74.15
$593.20
36.65
146,60
56,55
226.20
1
Truck Driver (heavy)
48.90
97.80
74,15
148.30
1
Dump
8
L.H., Daily Totals
2443.00
2687.30
454.25
499.68
$4154.68
206.95
$252.35
Hr.
$37.55 25 Ton
Crew B-34F
$48.90
$3532.85
148.30
179.40
1
L.H., Daily Totals
$593.20
74.15
$37.55
Truck, 12 C.Y,
128.41
H.P.
$74.15
97.80
H.P.
Crew B-34B
$197.53
300
$391.20
Hr.
8 C.Y, 220
116.73
.25 Dozer,
Incl.
O&P
327.51
$162.13
Scraper, 22 C.Y
Bare Costs
$396.63
499.68
1 Elev.
Daily
297.73
$2765.38
Laborer
Hr.
$343.13
1298.00
1180.00
Daily
Daily
662.48
454,25
.25 Equip, Oper. (medium)
14
$74.15
48.90
Hr.
$325.64
$5552.77
$2269.85
^
$277.52
602.25
H.P,
Equip. Oper. (medium)
.5
Hr.
36.65
C.Y.
Crew B-33G 1
$391.20
$2605.10
$4803.85
L.H., Daily Totals
.25 Dozer,
14
1 1
$48.90
Daily
251.49
$2220.20
$260.05 Incl.
Bare
Crew B-33F
228.63
3566.00
Crew B-34C Crew B-33E
$48.90
2011.90
$74.15
148.30
$3479,28
$2918.85
Equip. Oper. (medium)
$74.15
$593.20
1829.00
H.P.
190.93
Bare
Bare
1
Incl.
O&P
L.H., Daily Totals
226.20
499.68
454.25
L.H., Daily Totals
$593.20
$218.97
Bare Costs
2011.90
1829.00
300 H.P
Daily
173.57
Daily
48.90
Scraper, 31 C.Y.
$593.20
2271.25
$391.20
Hr.
$48.90
36.65
Laborer
.5
$74.15
S.P Scraper, 14 C.Y
,25 Dozer,
Hr.
Hr.
Daily
$258.70
$391.20
Hr.
.25 Equip. Oper. (medium) 1
Daily
$48.90
14 C.Y
Crew B-33K
$48.90
$3065.65
Laborer
.5
Hr.
1
$3048.45
148.30
4941.20 662.48
1
172.35
$69.12
$6571.38
226.20
155.76
$45.40
602.25
$593.20
2498.38
Incl.
O&P
$5729.85
56.55
141.60
Bare Costs
H.P.
$74.15
2271.25
Per Labor-Hour
14L.H,, Daily Totals
.25 Dozer,
146.60
L.H., Daily Totals
Equip, Oper. (medium)
4492.00
C.Y.
$391.20
300 H.P
Crew B-33D
410
44
36.65
Scraper, Towed, 15 C.Y.
1.25 Dozers,
S.P. Scraper,
$48,90
Hr.
.25 Equip. Oper, (medium)
Laborer
,5
1
.5
Daily
226.20
L.H., Daily Totals
Crew B-33C
Hr.
$593.20
H.P.
Equip. Oper, (medium)
Daily
56.55
Bare
1
Hr.
O&P
$74.15
Scraper, Towed, 10 C.Y.
1.25 Dozers,
Incl.
O&P
Subs
146.60
Hr.
Laborer
Bare Costs
Bare Costs
$391.20
H.P.
Equip. Oper. (medium)
.5
Daily
Cost
Incl.
Crew Mo.
Per Labor-Hour
36.65
L.H., Daily Totals
Crew B-33B
Hr.
O&P
$48.90
Scraper, Towed, 7 C.Y.
14
Daily
Subs
Truck, Off Hwy.,
Hr.
$37.55 35 Ton
Daily
Hr.
Daily
Bare
Incl.
Costs
O&P $57.30
$458.40
$37.55
1314.00
1445.40
164.25
180.68
$1614.40
$1903.80
$201.80
$237.97
$300.40
Daily
$57.30
Hr.
Daily
Bare
Incl.
Costs
O&P
$458.40
$37.55
$57.30
1470.00
1617.00
183.75
202.13
$1770.40
$2075.40
$221.30
$259.43
$300.40
$57.30
227.64
$296.76
Crew B-34G 1
Truck Driver (heavy)
1
Dump
8
L.H., Daily Totals
Truck, Off Hwy.,
Hr.
$37.55
50 Ton
Daily
$300.40
Hr.
Daily
Bare
Incl.
Costs
O&P $57.30
$458.40
$37.55
1787.00
1965.70
223.38
245.71
$2087.40
$2424.10
$260.93
$303.01
$57.30
715
Cost
Incl.
Bare Costs
Crew No.
CrewB-34H 1
Truck Driver (heavy)
1
Dump
8
L.H., Daily Totals
Hr.
$37.55
65 Ton
Truck, Off Hwy.,
Daily
Subs
Hr.
O&P
Daily
Bare
Incl.
Costs
O&P
Bare Costs
Crew B-34R
Hr.
$458.40
$37,55
$57.30
1
Pipe Fitter
1797.00
1976.70
224.63
247.09
1
Truck Driver
$2097.40
$2435.10
$262.18
$304.39
1
Equip, Oper. (crane)
1
Flatbed Trailer,
25 Ton
1
Dump
C.Y.,
1
Hyd. Crane,
1
Hyd. Excavator,
$300.40
$57.30
Cost
Incl.
Crew No.
Per Labor-Hour
(light)
Daily
Subs
Hr.
O&P
Daily
$58.50
$468.00
$88.35
$706.80
36.50
292.00
55.70
445.60
50.25
402.00
76.20
609,60
Per Labor-Hour Bare
Incl.
Costs
O&P
$48.42
$73.42
*
Crew B-341 1
1
Hr.
$37.55
Truck Driver (heavy)
Dump
Truck,
18
450
C.Y.,
Daily
$300.40
Hr.
$57,30
$458,40 954.36
867.60
H.P.
Daily
Bare
Incl.
Costs
O&P
$37,55
$57.30
108.45
$1412.76
$1168.00
L.H., Daily Totals
$146.00
8
220
H.P.
25 Ton 1
C.Y.
124,96
417.20
458,92
745.80
820.38
814,80
896.28
87.14
95.86
$3253.40
$4062.54
$135.56
$169.27
119.30
24 8
Truck,
113.60
L.H., Daily Totals
$176.60 «
Bare
Crew B-34S Crew B-34J
Hr.
Daily
Hr.
Daily
Costs
O&P
$37.55
$57.30
Hr.
$37.55
Truck Driver (heavy)
1
Dump
8
L.H., Daily Totals
Truck, Off Hwy.,
100 Ton
Crew B-34K 1
Truck Driver (heavy)
1
Truck Tractor, 6x4,
1
Lowbed
8
L.H., Daily Totals
Trailer,
Hr.
$37.55
450
H.P.
75 Ton
Crew B-34L Open
Hr.
$47.05
1
Equip.
1
Flatbed Truck, Gas, 1.5 Ton
8
L.H., Daily Totals
(light)
Crew B-34M
Hr.
$47.05
1
Equip. Oper.
1
Flatbed Truck, Gas, 3 Ton
8
L.H., Daily Totals
(light)
Crew B-34N 1
Truck Driver (heavy)
1
Dump
1
8
Truck,
Flatbed
8
Trailer,
C.Y.,
Hr.
$37.55
220
$57.30
40 Ton
2898,00
3187.80
362.25
398.48
$3646.20
$399.80
$455,77
Daily
$300.40
Hr.
$57,30
Hr.
1
Truck Driver
1
Equip. Oper. (medium)
(light)
$458.40
Incl.
Costs
O&P
$37.55
$57.30
816.64
219.80
241.78
120.28
132,30
$1262.60
$1516.82
$157.82
$189.60
Daily
$376.40
Hr.
Daily
Bare
Incl.
O&P
$936,00
$88.35
$1413.60
37.55
300.40
57.30
458.40
50.25
402.00
76.20
609.60
1
Equip, Oper. (crane)
1
Flatbed
1
Truck Tractor, 6x4,
1
Hyd. Crane,
1
Hyd. Excavator, 2 C.Y,
Trailer,
40 Ton
Crew B-34T
1
Hyd. Crane,
Bare
Incl.
Daily
Costs
O&P
$937.10
$88.67
$117,14
$300.40
$57.30
Daily
$458.40
Bare
Incl.
Costs
O&P
$37.55
32
Trailer,
40 Ton 380
H.P.
80 Ton
L.H., Daily Totals
Crew B-35
Hr.
167.20
$1084.52
Hr.
71.15
$108.70
Costs
O&P
$47.97
$706.80
36.50
292.00
55,70
445.60
48.90
391.20
74.15
593.20
333,00
366,30
1
Backhoe Loader, 48
365.20
401.72
1
Pipe
$1849.40
1
Truck Driver
1
Equip. Oper. (crane)
1
Flatbed
Fitter
(light)
Trailer,
1
Dump
1
Hyd. Crane,
Truck,
8
25 Ton C.Y.,
220
H.P.
L.H., Daily Totals
$2513.62
Hr.
Daily
$58.50
$468.00
$88.35
$706.80
36.50
292.00
55.70
445.60
50.25
402.00
76.20
609.60
113.60
124,96
417.20
458.92
745.80
820.38
$2438.60
Hr.
Bare
Incl.
Daily
Costs
O&P
$45.66
$69.76
$477.20 586,00
Welder (plumber)
57,55
460,40
86.90
695.20
Laborer
36.65
293.20
56.55
452.40
Equip. Oper. (crane)
50.25
402.00
76.20
609.60
Equip. Oper.
43.55
348.40
66.00
528.00
1
1
1
1
Welder, Electric,
1
Hyd, Excavator, ,75 C.Y.
(oiler)
300 amp
48
L.H., Daily Totals
$72.73
Crew B-35A
Hr.
Labor Foreman (outside)
29.09
$77.06
$3166.26
Incl.
Costs
O&P
$48.42
$73.42
728.20
14.94
16.44
$2908.90
$4137.43
$60.60
$86.20
Bare
Incl.
Daily
Costs
O&P
$44.37
Daily
Hr.
$309,20
$59.65
$477.20
36.65
586.40
56.55
904.80
47.30
378.40
73.25
586.00
57.55
460.40
86.90
695,20
Equip. Oper. (crane)
50.25
402.00
76.20
609.60
Equip. Oper.
43,55
348.40
66.00
528,00
Worker
1
Skilled
1
Welder (plumber)
1
1
1
Welder, Gas Engine,
1
Crawler Crane, 75 Ton
56
(oiler)
300 amp
L.H., Daily Totals
Crew B-36
$101.61
60.83
662.00
$38.65
$104.73
Bare
53.19
55.30
$67.87
32.00
Labor Foreman (outside)
Hr.
142.00
156.20
1492.00
1641.20
29.18
32.10
$4118.80
$5598.20
$73.55
$99,97
Bare
Incl.
Daily
Costs
O&P
$41.95
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
586.40
56.55
904.80
782.40
74.15
$64.21
58.51
$131.93 2 Equip. Oper, (medium)
200
1
Dozer,
1
Aggregate Spreader
1
Tandem
40
716
Daily
73.25
2 Laborers
24
83.08
$160.63
$59,65
1
1
25 Ton
75.53
$126.72
378.40
Worker
2 Laborers Flatbed Truck, Gas, 3 Ton
Daily
1817.20
$5140.08
$135.57
Daily
$88,35
Hr.
1652.00
$309.20
Skilled
$77.55
$4055.20
47.30
Labor Foreman (outside)
1
$51.20
78.27
Incl.
1
Crew B-34Q
674.08
Incl.
O&P
$57.30
Bare
$468.00
L.H., Daily Totals
167.20
612.80
$38,65
1
1
24
152.00
Bare Costs
458.92
$58.50
H.P.
Daily
609,60
Truck Tractor, 6x4,
$709.40
Hr.
76.20
1
45.79
Daily
402,00
$108.50
$71.35
123,47
$201.02
50,25
$80.83
41.63
112.24
$163.44
458.40
$868.02
$47.05
1292.50
$1413.60
$646.60
Daily
$77.55
$6432.58
57.30
Flatbed
Hr.
$51.20
$5230.20
$88.35
Equip. Oper. (crane)
366.30
1817,20
300.40
1
Daily
Incl.
O&P
1175.00
$936.00
1
$570.80
1652.00
37.55
37.15
$71,35
674.08
$58.50
Fitters
$71.35
333.00
167.20
612.80
Truck Driver (heavy)
33.77
$376,40
Hr.
152.00
1
2 Pipe
$47.05
Hr.
H.P,
L.H., Daily Totals
297.22
Daily
380
80 Ton
$570.80
$71.35
Daily
$58.50
32
Costs
Hr.
Truck Driver (heavy)
270.20
$869.60
Pipe Fitter
Daily
Bare
742,40
152.00
L.H., Daily Totals
$458.40
$3198.40
417.20
H.P.
Crew B-34P 1
$300.40
Daily
1
2 Pipe Fitters 1
Bare Costs
Incl.
H.P.
Roller,
10 Ton
L.H., Daily Totals
48.90
1325.00
1186.40
1457.50
41.20
45.32
242.00
266.20
40.20
44.23
$3286.20
$4337.42
$82.16
$108.44
;
Cost
Incl.
Crew No.
Bare Costs
Crew B-36A
Hr.
Labor Foreman (outside)
1
2 Laborers
4 Equip. Open (medium)
200
1
Dozer,
1
Aggregate Spreader
1
Tandem
1
Roller,
56
Incl.
O&P
$43.94
$59.65
$477.20
586.40
56.55
904.80
48.90
1564.80
74.15
10 Ton
Hr.
$38.65
$67.05
Bare Costs
Crew B-37C 2 Laborers 2 Truck Drivers
(light)
2372.80
2 Flatbed Trucks, Gas, 1.5 Ton
1325.00
1457.50
1
41.20
45.32
242.00
266.20
349.00
383.90
$4417.60
L.H., Daily Totals
Labor Foreman (outside)
Bare Costs
$309.20
Daily
$5907.72
Hr.
$309.20
$59.65
Daily
$477.20
2 Laborers
36.65
586.40
56.55
904.80
4 Equip. Open (medium)
48.90
1564.80
74.15
2372.80
1
Truck Driver (heavy)
37.55
1
Grader,
300.40
57.30
Tar Kettle,
32
34.95
$78.89
Cost
Incl.
Crew No.
Per Labor-Hour
Daily
36.65
Pneum. WhI., 12 Ton
Crew B-36B 1
Hr.
O&P
$38.65
H.P,
Roller,
Daily
Subs
Hr.
Bare
Incl.
Costs
O&P
$36.58
$586.40
$56.55
$904.80
584.00
55.70
891.20
$56.13
594.44
540.40
Hr.
Per Labor-Hour
Daily
36.50
T.kll.
Crew B-37D
Hr.
O&P
$36.65
L.H., Daily Totals
38.45
Daily
Subs
104.60
115.06
20.16
22.17
$1815.40
$2505.50
$56.73
$78.30
Bare
Incl.
Daily
Costs
O&P
$36.58
Daily
Hr.
$105.50
Bare
Incl.
Costs
O&P
$43.14
$65.83
1
Laborer
1
Truck Driver
1
Pickup Truck, 3/4 Ton
16
(light)
$36.65
$293.20
$56.55
$452.40
36.50
292.00
55.70
445.60
L.H., Daily Totals
Crew B-37E
Hr.
$56.13
157.00
172.70
9.81
10.79
$742.20
$1070.70
$46.39
$66.92
Bare
Incl.
Daily
Costs
O&P
$39.84
Daily
Hr.
458.40
i
3 Laborers
Loader,
1
F.E.
1
Dozer,
707.00
30,000 Lbs. CrI,
300
1.5 C.Y.
H.P.
625.20
687.72
1817.00
1998.70
1
Equip.
Open
1
Equip.
Open (medium)
(light)
2 Truck Drivers
25 Ton
1
Roller, Vibratory,
1
Truck Tractor, 6x4,
$36.65
$879.60
$56.55
$1357.20
47.05
376.40
71.35
570.80
48.90
391.20
74.15
593.20
36.50
584.00
55.70
891.20
692.80
762.08
742.40
816.64
(light)
4 Barrels w/ Flasher
1
Water Tank
64
Trailer,
450 5000
H.P. Gal.
L.H., Daily Totals
141.60
155.76
73.84
81.23
$7486.80
$9411.80
$116.98
$147.06
Bare
Crew B-36C 1
Hr.
Labor Foreman (outside)
3 Equip.
Open (medium)
1
Truck Driver (heavy)
1
Grader,
1
Dozer,
$59.65
$477.20
48.90
1173.60
74.15
1779.60
37.55
300.40
57.30
458.40
25 Ton
1
Roller, Vibratory,
Truck Tractor, 6x4,
Daily
$309.20
H.P.
1
Hr.
$38.65
30,000 Lbs.
300
Daily
707.00
777.70
1817.00
1998.70
692.80
762.08
742.40
816.64
Incl.
Costs
O&P
$44.58
$67.88
1
Concrete
Saw
Hammer
1
Rotary
1
Hammer
1
Loader, Skid Steer,
Drill
Drill Bit
Hammer
30 H.P
1
Cone.
1
Vibrating Plate, Gas, 18"
Attach.
2 Flatbed Trucks, Gas, 1.5 Ton
56
L.H., Daily Totals
Crew B-37F 3 Laborers
1
Water Tank
40
Trailer,
450 5000
H.P. Gal.
L.H., Dally Totals
Crew B-36D 1
Labor Foreman (outside)
3 Equip. Open (medium) Grader,
1
Dozer,
1
Roller, Vibratory,
141.60
155.76
102.52
112.77
$5884.00
$7226.08
$147.10
$180.65
Daily
Hr.
Daily
$38.65
$309.20
$59.65
$477.20
48.90
1173.60
74.15
1779.60
30,000 Lbs.
1
32
Hr.
300 H.P 25 Ton
707.00
777.70
1817.00
1998.70
692.80
762.08
$4699.60
L.H., Daily Totals
$5795.28
Bare
Incl.
Costs
O&P
$46.34
$70.53
1
Truck Driver
4
Barrels
1
Concrete Mixer, 10
1
Air
100.53
$146.86
Crew B-37
4 Laborers
Open
1
Equip.
1
Tandem
48
(light)
Roller,
$59.65
$477.20
$38.72
36.65
1172.80
56.55
1809.60
47.05
376.40
71.35
570.80
L.H., Daily Totals
2 Laborers 1
Truck Driver
1
Flatbed Truck, Gas, 1.5 Ton
1
Tar Kettle,
(light)
Hr.
Flatbed Truck, Gas, 1.5 Ton
Truck Driver
(light)
Hr.
Incl.
O&P $59.53
3.31
3.64
$2017.40
$3032.50
$42.03
$63.18
Bare
Incl.
Daily
Costs
O&P
$36.60
Equip.
1
Berm Machine
1
Tandem
(light)
Roller,
Crew B-37H 1
Labor Foreman (outside)
4 Laborers
$904.80
1
Equip.
445.60
1
Tandem
297.22
1
Flatbed Trucks, Gas, 1.5 Ton
1
Tar Kettle, T.M.
$56.27
104.60
115.06
15.62
17.18
$1253.20
$1762.68
$52.22
$73.44
Bare
Incl.
Daily
Costs
O&P
$36.61
Daily
Hr.
$36.65
$879.60
$56.55
$1357.20
36.50
292.00
55.70
445.60
39.38
540.40
594.44
19.29
21.22
$3311.45
$4600.68
$59.13
$82.15
Bare
Incl.
Daily
Costs
O&P
$36.61
Daily
Hr.
$1357.20 445.60
Hr.
13.60
14.96
176.80
194.48
137.40
151.14
3.25
3.58
$56.34
7.80
8.58
270.20
297.22
19.03
20.94
$1780.65
$2472.76
$55.65
$77.27
Bare
Incl.
Daily
Costs
O&P
$38.72
Daily
Hr.
48
$38.65
$309.20
$59.65
$477.20
36.65
1172.80
56.55
1809.60
47.05
376.40
71.35
570.80
L.H., Daily Totals
55.70
Hr.
126.17
35.80
55.70
5 Ton
$56.55
270.20
114.70
294.40
292.00
Open
(light)
Roller,
5 Ton
L.H., Daily Totals
Hr.
$59.53
323.84
159.00
174.90
9.45
10.39
$2311.80
$3356.34
$48.16
$69.92
Bare
Incl.
Daily
Costs
O&P
$38.72
$59.53
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
1172.80
56.55
1809.60
47.05
376.40
71.35
570.80
159.00
174.90
270.20
297.22
104.60
115.06
11.12
12.23
$2392.20
$3444.78
$49.84
$71.77
$56.34
Flatbed Truck, Gas, 1.5 Ton
270.20
1
Tar Kettle, T.M.
104.60
115.06
11.71
12.88
$1546.40
$2215.08
$48.33
$69.22
L.H., Daily Totals
Open
1
$586.40
1
32
Labor Foreman (outside)
4 Laborers
48
174.90
Hr.
191.62
$181.10
159.00
Daily
2.59
174.20
$56.55
L.H., Daily Totals
Crew B-37G
26.40
2.35
292.00
(Chipper)
110.58
24.00
$879.60
Hose, 3/4"
1
14.96
192.72
36.50
Compressor, 60 cfm
Spade
13.60
175.20
$36.65
C.F.
36.50
TM.
3 Laborers
Daily
Hr.
Flasher
$36.65
L.H., Daily Totals
Crew B-37B
1
Costs
$309.20
Hr.
5 Ton
Crew B-37A
24
Daily
$38.65
(light)
1
1
Labor Foreman (outside)
w/
1 -50’ Air
32
Bare
1
$60.94
777.70
297.22
717
Crews
Crew B-371
Hr.
3 Laborers 1
Equip. Oper.
1
Equip. Oper. (medium)
(light)
2 Truck Drivers
(light)
Concrete
1
Rotary
1
Hammer
1
Air
Bare
Incl.
Daily
Costs
O&P
$39,84
Crew B-40
$56.55
$1357.20
1
Pile Driver
376.40
71.35
570.80
4
Pile
48.90
391.20
74.15
593.20
2 Equip. Oper. (crane)
36.50
584.00
55.70
891.20
1
Equip. Oper.
13.60
14.96
1
Crawler Crane,
175.20
192.72
1
Vibratory
24.00
26,40
Drill
Drill Bit
Hose, 3/4”
2.35
2.59
137.40
151.14
3.25
3.58
7.80
8,58
$60.94
64
Spade (Chipper)
Foiema'n (outside)
Drivers
(oiler)
B40B
Loader, Skid Steer,
1
Cone.
1
1
Hammer
30
H.P.
Attach.
Concrete Mixer, 10
174.20
191,62
114.70
126,17
Vibrating Plate, Gas, 18"
35.80
56
L.H., Daily Totals
Hr.
1
Labor Foreman (outside)
1
Equip. Oper.
540.40
594,44
25,10
27.61
$4958.45
$64.94
$88.54
Hr.
Daily
$38.65
$309.20
$59.65
$477.20
36.65
1172.80
56.55
1809.60
47.05
(light)
376,40
Air
Compressor, 60 cfm
1
-50’ Air
71.35
C.F.
2 Flatbed Trucks, Gas, 1.5 Ton 1
Shot Blaster, 20"
48
L.H., Daily Totals
Bare
Incl.
Costs
O&P
$38.72
1
Hr.
3.25
3.58
353,60
388.96
540.40
594.44
Labor Foreman (outside)
$38.65
4 Laborers 1
Equip. Oper.
1 Air
(light)
235.84
26,02
28.62
$4231,56
$64.74
$88.16
Hr.
$59.65
Daily
$477.20
36.65
1172.80
56.55
1809.60
47.05
376,40
71.35
570,80
Compressor, 60 cfm Hose, 3/4"
1
Shot Blaster, 20”
48
L.H., Daily Totals
1
Hr.
Labor Foreman (outside)
$38.65
Costs
$38,72
O&P
2 Laborers
36.65
3.58
594,44
214.40
235.84
18.66
20.52
$2753.85
$3842.59
$57.37
$80.05
586,40
Equip. Oper.
1
Equip. Oper. (medium)
1
Backhoe Loader, 48
1
Hyd. Hammer, (1200
1 F.E.
1
(light)
Hr.
$59.65 56.55
376.40
71.35
48.90
391.20
74,15
365.20
Boom
Crane, 40 Ton
Hr.
Labor Foreman (outside)
1 Air
(light)
Compressor, 250 cfm
2 Breakers, Pavement, 60 2
-50’ Air
48
Hoses, 1.5"
L.H., Dally Totals
lb.
O&P
$37.95
.25 Equip. Oper. (crane)
50.25
100.50
76.20
152.40
.25 Equip. Oper.
43.55
87.10
66.00
(oiler)
40 Ton
L.H., Daily Totals
1
Hr.
Labor Foreman (outside)
4 Laborers
$58.44
132.00
294.75
324.23
6.70
7.37
$1964.35
$2895.43
$44,64
$65.81
Bare
Incl.
Daily
Costs
O&P
$41,27
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
1172.80
56.55
1809.60
1
Equip. Oper. (crane)
50.25
402.00
76.20
609.60
1
Equip. Oper.
43.55
348.40
66.00
528.00
1
Welder
51.10
408.80
90.20
1
Hyd. Crane, 25 Ton
1
Welder, Gas Engine,
1
Horz. Boring Csg. Mch.
(oiler)
$64,78
721.60
820.38
745.80
300 amp
142.00
156.20
479.80
527.78
21.37
23,51
$5650.36
$62.64
$88.29
Bare
Incl.
Daily
Costs
O&P
$40,40
$4008.80
L.H., Daily Totals
Crew B-43 1
Hr.
Labor Foreman (outside)
Daily
$477.20
Bare
Incl.
Costs
O&P
$41,58
$38.65
$309.20
$59.65
$477.20
36.65
879.60
56.55
1357.20 609.60
Equip. Oper. (crane)
50.25
402.00
76.20
Equip. Oper.
43.55
348.40
66.00
1
Drill
(oiler)
$61.92
528.00
$63.65 Truck-Mounted
Rig,
2551.00
2806.10
53.15
58.46
$4490.20
$5778.10
$93.55
$120.38
Bare
Incl.
Daily
Costs
O&P
$45.14
904.80 L.H., Daily Totals
570.80 593.20
Crew B-44
60.80
66.88
32,01
35.21
$2943.40
$3954.22
$73.58
$98.86
$59.65
Hr.
1
401.72
Hr.
Daily
1
Daily
$477.20
Bare
Incl.
Costs
O&P
$38.72
36.65
1172.80
56.55
1809.60
47.05
376.40
71.35
570.80
Foreman
Hr.
(outside)
Drivers
2 Equip. Oper. (crane) 1
Laborer
1
Crawler Crane,
1
Lead, 60' High
1
Hammer,
Daily
Hr.
$46.40
$371.20
$73.60
$588.80
44.40
1420.80
70.40
2252.80
50.25
804.00
76.20
1219.20
36.65
293.20
56.55
Diesel, 15Kft.-lbs.
452.40 1296.90
1179.00
40 Ton
$70.52
74.80
82.28
587.60
646.36
28.77
31.65
$4730.60
$6538.74
$73.92
$102.17
Bare
Incl.
Daily
Costs
O&P
$43.23
$65.72
$59.53 L.H., Daily Totals
Crew B-45
Hr.
202.40
222.64
19.60
21.56
1
Equip. Oper. (medium)
11.60
12.76
4,87
5.35
1
Truck Driver (heavy)
$2092.00
$3114.56
$43,58
$64,89
1
Dist. Tanker,
1
Truck Tractor, 6x4,
16
718
Incl.
Costs
Hr.
1809.60
Pile
Equip. Oper.
Bare Daily
Daily
$477.20
64
1
$88.89
56.55
Pile Driver
4 Laborers
$64.92
$59.65
1
$309.20
26.97
$4266.70
1172.80
4
$38.65
24.52
$3116.20
$309.20
198,44
Labor Foreman (outside)
1294.70
36.65
741.18
Daily
528.00
1177.00
$38.65
1
180.40
Hr.
609.60
L.H., Daily Totals
673.80
Crew B-39
1357.20
Lattice
lb.)
L.H., Daily Totals
$477.20
56.55
1
Loader, W.M., 4 C.Y.
Pvmt. Rem. Bucket
40
1
47.05
H.P.
$61.92
$59.65
879.60
76.20
48 1
$40.40
$309.20
$59.53
3.25
$309,20
O&P
Incl.
540.40
Daily
Incl.
Costs
36.65
66.00
3 Laborers
Crew B-38
Bare Daily
$38.65
348.40
64 1 -50’ Air
Hr.
151,14
137.40
2 Flatbed Trucks, Gas, 1.5 Ton
Daily
402.00
Crew B-42
214,40
$309.20
65,64
$137.34
$59.53
$3107.45
Daily
59.67
$105,68
570.80
Bare
Crew B-37K
2904.00
$8789.70
151.14
137.40
Hose, 3/4"
2640.00
$6763.40
50.25
44 2 Concrete Mixer, 10
528.00
1296.90
43.55
.25 Crawler Crane, 1
1219.20
66.00
Equip. Oper.
4 Laborers
4 Laborers
76.20
348.40
39,38
$3636.70
Daily
804.00
Equip. Oper. (crane)
Crew B-41 Crew B-37J
50.25
43.55
1
48 2 Flatbed Trucks, Gas, 1.5 Ton
$71.70
2252.80
194.48
176.80
C.F.
$46.01
$588.80
70.40
1
(oiler)
Incl.
O&P
$73.60
Hr.
Labor Foreman (outside)
Bare Costs
1420.80
Gen.
Per Labor-Hour
Daily
$371.20
1179.00
3 Laborers 1
Hr.
O&P
44.40
40 Ton
Hammer &
Daily
Subs
$46.40
L.H., Daily Totals
Crew 1
1
Hr.
Cost
Incl.
Bare Costs
$879.60
Compressor, 60 cfm
1 -50’ Air
Crew No.
Per Labor-Hour
47.05
Saw
Hammer
Hr.
O&P
$36.65
4 Barrels w/ Flasher 1
Daily
Subs
--
Cost
Incl.
Bare Costs
Crew No.
3000
L.H., Daily Totals
Daily
Hr.
$48.90
$391.20
$74.15
$593.20
37.55
300.40
57.30
458.40
Gallon
308.20
339.02
380
612.80
674.08
57.56
63.32
$1612.60
$2064.70
$100.79
$129.04
H.P.
Cost
Incl.
Crew No.
Bare Costs
Crew B-46 1
Pile Driver
2
Pile
Foreman
Hr.
(outside)
Drivers
3 Laborers 1
Hr.
O&P
Bare
Incl.
Costs
O&P
$40.86
$64.01
$371.20
$73.60
$588.80
44.40
710.40
70.40
1126.40
36.65
879.60
56.55
1357.20
L.H., Daily Totals
1
1
Blast
Foreman
Hr.
$38.65
(outside)
36.65
Driller
Crew B-48 1
1
1
Open
Equip.
Air
Track
47.05
(light)
Drill,
4"
Compressor, 600 cfm
24
1
Foreman
Drilling
Hr.
(outside)
$38.65
(crane)
50.25
402.00
76.20
609.60
(oiler)
43.55
348.40
66.00
528,00
$2006.20
$3121.90
$41.80
$65.04
1
Equip.
Open
(light)
47.05
376.40
71.35
570.80
1
Centr.
Water Pump, 6"
$309.20 293.20
Hr.
$59.65 56.55
Daily
$477.20
Costs
$40.78
376.40
71.35
O&P
Suction Hose, 6"
1 -20’
607.86 32.78
$3285.04
Hr.
$59.65
Daily
$477.20
50.25
402.00
76.20
609.60
(oiler)
43.55
348.40
66.00
528.00 1380.50
1255.00
$2314.60
1
Laborer
1
Equip.
Open
Air
-50' Air
Air
Drill,
Hr.
Daily
$293.20
$56.55
$452.40
47.05
376.40
71.35
570.80
Hoses, 3"
Track
$2995.30
$36.65
Compressor, 750 cfm
1
2 1
(light)
Daily
4"
6.10
6,71
Truck-Mounted
2551.00
2806,10
51.95
57.15
$5225.00
$6743.14
$93.30
$120.41
Bare
Incl.
Daily
Costs
O&P
$42,91
-50’ Discharge
1
Drill
$62.52 Rig,
L.H., Daily Totals
Crew B-49 67.60
$108.38
Costs
$44.15
52.29
74.36
$136.88
559.20
615.12
29.80
32.78
$96.44
L.H., Daily Totals
$309.20
$59.65
$477.20
36.65
879.60
56.55
1357.20
2 Equip. Open (crane)
50.25
804.00
76.20
1219.20
2 Equip. Open
(oilers)
43.55
696.80
66.00
O&P
1056.00
(light)
47.05
376.40
71.35
570.80
44.40
710.40
70.40
1126.40
Labor Foreman (outside)
Open
1
Equip.
1
Hr.
2
Pile
1
Hyd. Crane,
1
Centr.
Drivers
25 Ton
Water Pump, 6"
Suction Hose, 6"
$124.80 Incl.
Costs
O&P
Labor Foreman (outside)
1144.00
101.81
111.99
$143.66
$175.94
3 Laborers 1
Incl.
Daily
Costs
O&P
$37.15
$59.65
$477.20
36.65
879.60
56.55
1357.20
Flatbed Truck, Gas, 3 Ton
32
Bare
$309.20
L.H., Daily Totals
$57.33
333.00
366.30
10.41
11.45
$1521.80
$2200.70
$47.56
$68.77
Crew B-47G 1
Hr.
Labor Foreman (outside)
2 Laborers
Open
Equip.
1
Air
Track
1
Air
Compressor, 600 cfm
(light)
Drill,
Gunite
32
Pump
Daily
$59.65
$477.20
36.65
586.40
56.55
904.80
376.40
71.35
4”
2 -50’ Air Hoses, 3" 1
Hr.
$309.20
47.05
1
Daily
$38.65
Rig
L.H., Daily Totals
6.71
Truck-Mounted
2551.00
2806.10
41.54
45.69
$7431.60
$9827.52
$84.45
$111,68
Bare
Incl.
Daily
Costs
O&P
$43.80
1
Drill
88
Rig,
L.H., Daily Totals
2
Pile Driver
6
Pile
Foremen
Hr.
(outside)
Drivers
Crew B-47H 1
Skilled
Worker Foreman
Costs
O&P $61.02
3 Skilled Workers 1
Flatbed Truck, Gas, 3 Ton
32
L.H., Daily Totals
Open
(oiler)
3 Laborers 1
Crawler Crane,
1
Lead, 60’ High
1
Hammer,
1
Air
Diesel,
15K
$73.60
$1177.60
2131.20
70.40
3379.20 1219.20
50.25
804.00
76.20
43.55
348.40
66.00
528,00
36.65
879.60
56.55
1357.20
1179.00
Compressor, 600 cfm
2 -50’ Air Hoses, 3"
Chain Saw, Gas, 36" Long
112
L.H., Daily Totals
570.80
1
Labor Foreman (outside)
1144.00
552.60
607.86
1
Truck Driver
29.80
32.78
1
Flatbed Truck, Gas, 1.5 Ton
370.40
407.44
62.27
68.50
$3264.80
$4144.88
$102.03
$129.53
4 Laborers
48
O&P
Daily
Costs
$76.35
$610.80
$47.80
$74.03
47.30
1135.20
73.25
1758.00
333.00
366.30
10.41
11.45
$1862.60
$2735.10
$58.21
$85.47
(light)
Hr.
$68,40
1296.90
74.80
82.28
587.60
646,36
552.60
607.86
29.80
32.78
45.00
49.50
22.04
24,25
$7374.40
$10376.88
$65.84
$92.65
Bare
Incl.
Daily
Costs
O&P
$36.96
Crew B-52
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
1172.80
56.55
1809.60
36.50
292.00
55.70
445.60
L.H., Daily Totals
Incl.
$394.40
Hr.
$742.40
44.40
ft.-lbs.
1040.00
Daily
Hr.
$46.40
40 Ton
Crew B-51
$49.30
Hr.
(out)
Equip.
Daily
Incl.
$39.75
Bare
12.65
6.10
-50’ Discharge
1
Bare
374,88
11.50
Hose, &'
1
Crew B-50
$2815.10
$38.65
820.38
340.80
$63.95
1040.00
Hr.
745.80
57.52
$2298.60
Daily
$65.99
$67.28
1
Crew B-47E
Hr.
$38.65
1
2 Equip. Open (crane) 16
Daily
Incl.
Bare
$41.85
Hr.
3 Laborers
1 -20'
Hr.
12.65
Hose, 6"
1
570.80
29.80
$309.20
374.88
11.50
Incl.
1144.00
552.60
Daily
340.80
$63.26
452.40
(heavy)
Crew B-47C
1357.20
Open
Open
L.H., Daily Totals
$477.20
56.55
Open
Open
24
$59.65
879.60
Equip.
Equip.
Drill,
$309.20
36.65
Equip.
Equip.
Air Track
$41.35
$38.65
1
1
1
Incl.
O&P
1
1
5"
Bare Costs
1.03
Daily
Per Labor-Hour
Daily
.94
Bare
Crew B-47A
Hr.
O&P
49.50
$2601.20
L.H., Daily Totals
Daily
Subs
45.00
1040.00
2 -50' Air Floses, 3"
Hr.
Labor Foreman (outside)
56
1 Air
Bare Costs
3 Laborers
Bare
Crew B-47
Cost
Incl.
Crew No.
Per Labor-Hour
Daily
$46.40
Chain Saw, Gas, 36" Long
48
Daily
Subs
Hr.
270.20
297.22
5.63
6.19
$2044.20
$3029.62
$42.59
$63.12
Bare
Incl.
Daily
Costs
O&P
$42.50
$65.17
Daily
Hr.
$47.85
$382.80
$73.85
$590.80
45.85
366.80
70.75
566.00
3 Laborers
36.65
879.60
56.55
1357.20
Cement
44.05
352.40
65.10
520.80
50.65
202.60
79.55
318.20
195.60
74.15
296.60
1
Carpenter Foreman (outside)
1
Carpenter
1
Finisher
Rodman
.5
.5 Equip.
(reinf.)
Open (medium)
48.90
Crawler Loader, 3 C.Y.
.5
56
L.H., Daily Totals
Crew B-53 Open
1
Equip.
1
Trencher, Chain, 12 H.P.
8
L.H., Daily Totals
(light)
Hr.
$47.05
$56.92
595.50
655.05
10.63
11.70
$2975.30
$4304.65
$53.13
$76.87
Daily
Hr,
Bare
Incl.
Daily
Costs
O&P $71.35
$570.80
$47.05
71.20
78.32
8.90
9,79
$447.60
$649.12
$55,95
$81,14
$376.40
$71.35
719
Cost
Incl.
Crew B-54 1
Equip. Oper.
1
Trencher, Chain,
8
L.H., Daily Totals
Hr.
$47.05
(light)
40
Subs
Bare Costs
Crew No.
H.P.
Daily
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$570.80
$47.05
$71.35
339.40
373.34
42.42
46.67
$715.80
$944.14
$89.47
$118.02
$376.40
$71.35
Bare
Crew B-54A
Hr.
.17 Labor Foreman (outside) 1
Equipment Operator (med.)
Daily
Hr.
Daily
$38.65
$52.56
$59.65
$81.12
48.90
391.20
74.15
593.20
Costs $47.41
1
Wheel Trencher, 67
H.P.
Labor Foreman (outside)
1
Crew B-54B
Hr.
.25 Labor Foreman (outside) 1
Equipment Operator (med.)
1
Wheel Trencher, 150
$38.65
O&P
1326.60
128,85
141.73
$2000.92
$176.26
$213.77
48.90
Daily
Hr.
$59.65 74.15
391.20
Daily
$119.30
$2366.50
L.H., Dally Totals
Crew B-54C 1
Laborer
1
Equipment Operator (med.)
1
Wheel Trencher, 67
16
Laborer
1
Equipment Operator (med.)
Daily
Hr.
Daily
$293.20
$56.55
$452.40
48.90
391.20
74.15
593.20
L.H., Dally Totals
1
$2800.30
$36.65
H.P.
Crew B-54D
1
Hr.
Hr.
Incl.
Costs
O&P
$46,85
$71.25
$236.65
Bare
Incl.
Costs
O&P
$42.77
Crew B-54E
82.91
$118.15
$148.26
Daily
$56.55
$452.40
391.20
74.15
593.20
Bare
Incl.
Costs
O&P
$42.77
1
Laborer
1
Equipment Operator (med.)
1
Rock Trencher, 18" Width
16
$36.65
405.90
23.06
25.37
$1451.50
$65.84
$90,72
48.90
$293.20
$56.55
391.20
74.15
2590.00
Daily
$452.40
50.25
402.00
76,20
609.60
(light)
47.05
376.40
71.35
570.80
1
Equip. Oper.
(oiler)
43.55
348.40
66.00
1
Crawler Crane, 25 Ton
1
Clamshell Bucket,
1173.00
1 C.Y.
Water Punsp, 6"
Suction Hose, 6"
Discharge Hoses, 6"
20
-50'
48
L.H., Daily Totals
Crew B-58
1
Equip. Oper.
1
Backhoe Loader, 48
1
Small Helicopter,
24
Hr.
(light)
w/
2 Laborers 1
Truck Driver
1
Truck-Mounted Earth Auger
1
Flatbed Truck, Gas, 3 Ton
24
(light)
Hr.
$3894.60
Daily
Hr.
Bare
Incl.
Costs
O&P
$42.77
$65.35
161.88
178.06
$204.65
Incl.
Daily
Costs
O&P
$36.60
$586.40
$56.55
$904.80
36.50
292.00
55.70
445.60 865,04
L.H., Daily Totals
Truck Driver (heavy)
1
Truck Tractor,
1
Water Tank
8
L.H., Daily Totals
220
1
Laborer
$36.65
1
Equip. Oper.
1
Air
1 Air
Track
16
(light)
Drill,
4"
Compressor, 600 cfm
1 -50' Air
Hr.
Trailer,
1
Truck Driver (heavy)
1
Water Tank
1
Truck Tractor,
24
Hose, 3"
L.H., Daily Totals
47.05
Trailer,
Bare
Incl.
Daily
Costs
O&P
$40.12
$61,48
Daily
Hr.
365.20
401.72
2729.00
3001.90
128.93
141.82
$4057.00
$4879.22
$169.04
$203.30
Daily
$300.40
Hr.
$57.30
Gal.
Daily
$458.40
Bare
Incl.
Costs
O&P
$37,55
$57.30
403.04
366.40
Hr.
141.60
155.76
63.50
69.85
$808.40
$1017.20
$101,05
$127,15
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$36.95
$56.80
$36.65
$586,40
$56,55
$904.80
37.55
300.40
57.30
458,40
Gal.
$56.27
Labor Foreman (outside)
141.60
155.76
366.40
403.04
21.17
23.28
$1394,80
$1922.00
$58.12
$80.08
Bare
Incl.
Daily
Costs
O&P
$42,84
$477.20
56.55
904.80
76.20
609.60
752.80
71.35
1141.60
1
Equip. Oper.
(oiler)
43.55
348.40
66.00
1
Crawler Crane,
40 Ton
1
Backhoe Loader, 48
1179.00
Diesel, 15Ktt.-lbs.
H.P.
$65.38
528.00
1296.90
74.80
82.28
587.60
646,36
365.20
401.72
39.40
43.34
$4605.40
$6088.46
$82.24
$108.72
Bare
Incl.
Daily
Costs
O&P
$39.13
$60.13
Incl.
Costs
O&P
$41.85
$63,95
56
L.H., Daily Totals
Crew B-61
570,80
607.86
$59.65
586.40
402.00
Lead, 60' High
552.60
$309.20
36.65 50.25
Hammer,
1144.00
$38.65
47.05
Equip, Oper. (crane)
1
1040.00
Hr.
(light)
1
1
Daily
Daily
2 Equip. Oper.
51.31
$452.40
Hr.
2 Laborers
1
Hr.
Labor Foreman (outside)
3 Laborers
14.90
16.39
100.47
110.52
1
Equip. Oper.
$2277.10
$2791,45
$142.32
$174,47
1
Cement
1 Air
40
(light)
$59.65
$477.20
879.60
56.55
1357.20
47.05
376,40
71.35
Hr.
1
Loader, Skid Steer,
(light)
L.H., Daily Totals
30
H.P.
570.80
210.54
191.40
2 Laborers
24
$309,20
Compressor, 160 cfm
Equip. Oper.
Hr.
36.65
L.H., Daily Totals
1
Daily
$38.65
Mixer, 2 C.Y,
Crew B-62
\
720
$103.22
570.80
Hr.
Crew B-60
$107.57
71.35
$77.44
$904.80
L.H., Daily Totals
46.64
376.40
38.84
$4954.57
71.35
H.P.
$83.24
Hr.
35.31
$3717,10
$56.55
Pilot
5000
220
366.30
$56.55
12.65
134.20
376.40
H.P.
5000
$2581.74
Daily
11,50
122.00
$586.40
$37.55
333.00
$293.20
52.14
374,88
47.05
H.P.
$1997.80
Bare
Crew B-56
47.40
340.80
$243.41
Bare
$36.65
786.40
528.00
1290.30
$36,65
L.H., Daily Totals
1
1
Crew B-55
$64.38
593.20
2849.00
$3274.40
L.H., Daily Totals
904,80
Equip. Oper.
Crew B-59A
369.00
Hr.
$477.20
56.55
$65.35
$1053.40
Daily
$59.65
586.40
Equip. Oper. (crane)
Crew B-59
$2372.20
$293.20
Hr.
$309,20
36.65
$65.35
$1890.40
48.90
L.H., Daily Totals
$42.13
$38.65
1
2 Laborers
16
O&P
$280,03
75.38
Hr.
Incl.
Costs
208.78
1326.60
$36.65
Rock Trencher, 6" Width
189.80
1206.00
Daily
Bare Daily
1
2 Laborers
10
Per Labor-Hour
593.20
2087.80
1898.00
H.P.
Hr.
O&P
$72.04
1206.00
$77.30
Daily
Subs
Incl.
$1649.76
Bare
Hr.
2 Laborers
1 -20'
L.H., Dally Totals
Bare Costs
Crew B-57
1 Centr.
9.36
Cost
Incl.
Crew No.
Per Labor-Hour
157.40
173.14
8.72
9.59
$1914.00
$2788.88
$47.85
$69.72
Bare
Incl.
Daily
Costs
O&P
$40.12
Daily
Hr.
$36.65
$586,40
$56.55
$904.80
47.05
376.40
71.35
570.80
$61.48
174.20
191.62
7.26
7.98
$1137.00
$1667.22
$47.38
$69.47
Crews Cost
Incl.
Bare Costs
Crew No.
Crew B-63
Hr.
4 Laborers
Open
1
Equip.
1
Loader, Skid Steer,
40
(light)
30
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$38.73
$59,51
$36.65
$1172.80
$56.55
$1809.60
47.05
376.40
71.35
570.80
174.20
H.P.
191.62
$1723.40
L.H., Daily Totals
$2572.02
4.36
$43.09
4,79
$64.30
Crew B-63B 1
Labor Foreman
2 Laborers
Open
1
Equip,
1
Loader, Skid Steer,
32
(light)
78
Daily
Costs
$37.15
$297.20
$57.30
$458.40
$39.38
36.65
586.40
56.55
904.80
47,05
376.40
71.35
570,80
Hr.
(inside)
H.P.
L.H., Daily Totals
Daily
Hr.
Hr.
Laborer
1
Truck Driver
1
Power Mulcher
1
Flatbed Truck, Gas, 1.5 Ton
16
(light)
Crew B-65
1
Truck Driver
$572.80
70.85
1133.60
2 Electricians
53.35
853,60
79.85
1277.60
2 Plumbers
57.55
920.80
86.90
1390,40
O&P
56
566.80
$1568,80
$2273,68
$49.02
$71.05
1
Electrician
53.35
426.80
79.85
638.80
1
Plumber
57.55
460.40
86.90
695.20
1
Forklift,
Daily
Hr.
Daily
445.60
Costs
$36.58
O&P
1
Millwright
1
Equip.
Hr.
16
(light)
RA, 4,000
1
Foreman
(inside)
Laborer
1
Equip. Oper,
Bare
Incl. Forklift,
Costs
O&P
1
Daily
$452.40
$36,58
$56,13
$293.20 292,00
$56.55 55.70
Daily
$1553,38
Hr.
$376,40
37.24 $73.81
Daily
Costs
40,96
$97.09
O&P
$47,05
285.56
32.45
35.70
$636.00
$856.36
$79.50
$107.05
Bare
Incl.
Daily
Costs
O&P
$47.58
Hr.
47,05
376.40
71.35
570.80
314.20
48.10
Millwright
16
Daily
$388.80
345.62
$1483.22
384,80
Hr.
$71.60 70,85
$773.60
L.H., Daily Totals
Hr.
Daily
19,64
$67.21
Daily
Costs
$572.80
$48.35
Equip,
Open
(light)
Forklift,
24
Daily
$48.10
$769.60
$70,85
$1133.60
47.05
376.40
71.35
570.80
RA, 4,000
Lb.
L.H., Daily Totals
Crew B-68A 1
Millwright
Foreman
2 Millwrights 1
(inside)
Hr.
71,35
570.80 14.89
L.H., Daily Totals
$1291.60
$1838.88
$53.82
$76.62
Struc. Steel
Foreman
Struc. Steel
Workers
1
Welder
1
Forklift,
Bare Hr.
(inside)
Daily
Hr.
Incl.
Daily
Costs
O&P
$51.20
$51,60
$412,80
$91.05
$728.40
51.10
1226.40
90.20
2164,80
51.10
408.80
90.20
721.60
$90.37
Lb.
180.00
198.00
4.50
4.95
L.H., Daily Totals
$2228.00
$3812.80
$55.70
$95.32
Bare
Incl.
Daily
Costs
O&P
$47.97
$74.28
8,000
Crew B-68F 1
Skilled
Worker Foreman
2
Skilled
Workers
1
Forklift,
Hr.
(out)
Daily
Hr.
$49.30
$394.40
$76.35
$610.80
47.30
756.80
73.25
1172.00
Lb.
324.80
357.28
13.53
14.89
L.H., Daily Totals
$1476,00
$2140.08
$61.50
$89.17
5,000
Crew B-69
$92.70
Bare
Labor Foreman (outside)
Hr.
Daily
Hr.
Incl.
Daily
Costs
O&P
$40.40
$61.92
$38.65
$309.20
$59.65
$477.20
36.65
879.60
56.55
1357.20
609.60
Incl.
O&P
3 Laborers 1
Equip. Oper. (crane)
50.25
402.00
76.20
1
Equip. Oper.
(oiler)
43,55
348.40
66.00
1
Hyd. Crane,
80 Ton
$71.22
$48.35
528.00
Bare
Incl.
Costs
O&P
$47.75
345.62
13,09
14.40
$60,84
$85,42
$48.60
$388.80
$71,60
$572,80
48.10
769.60
70,85
1133.60
Bare
Incl.
Costs
O&P
$48.27
1817.20
L.H., Daily Totals
34.42
37.86
$3591.20
$4789.20
$74.82
$99.78
Hr.
Bare
Incl.
Daily
Costs
O&P
$40.26
Daily
Hr.
$71.02
$2050.02
Daily
1652.00
$71.22
Labor Foreman (outside)
$38.65
$309.20
$59.65
$477.20
36.65
879.60
56.55
1357.20 593.20
1
Equip. Oper, (medium)
48,90
391,20
74.15
1
Concrete Finisher
44.05
352,40
65,10
1
Curb/Gutter Paver, 2-Track
48
L.H., Daily Totals
$61.42
520.80
898.00
987.80
18,71
20.58
$2830.40
$3936.20
$58.97
$82.00
Bare
Incl.
Daily
Costs
O&P
$40.26
$71.10
Crew B-69B
Lb.
180,00
198.00
7.50
8.25
$1338.40
$1904,40
$55.77
$79.35
8,000
376.40
21,60
L.H., Daily Totals
Forklift,
1
24
47.05
$71,10
314,20
Hr.
452.40
$71.35
$1460,20
Daily
$458.40
56.55
13.53
3 Laborers 1
$57.30
293.20
357.28
1
1
1
$297.20
36.65
324.80
Crew B-69A 2 Millwrights
$37,15
566.80
$1139.60
Hr.
Hr.
Lb.
5,000
3
48
Crew B-68
(light)
Daily
Incl.
$570.80
Daily
(inside)
Crew B-68E
259,60
$71.35
Hr.
445.60
$566,80
Hr.
$61.73
Labor Foreman
1
$70,85
$48.60
$40.28
1
$1075.40
Crew B-67B
O&P
29.55
1
Millwright
Incl.
Costs
$85.67
Bare
1
Bare Daily
26.86
$384.80
L.H., Daily Totals
$88.47
$63,44
$48.10
Lb.
$62.05
297.22
24 Open
1 Forklift,
11.16
$2830.88
$56.13
40
Crew B-67
10.15
$1985.60
Crew B-68D
Bare
L.H., Daily Totals
357.28
L.H., Daily Totals
$1370.78
Hr.
$77.30
324.80
270.20
Daily
(inside)
Lb.
5,000
$1015.00
$1181.00
8
Foreman
Incl.
175.56
159.60
$47.05
$51.90
Hr.
$572.80
297.22
(light)
O&P
Daily
70.85
358,16
Open
Incl.
Costs
Hr.
$71.60
270.20
Loader-Backhoe, 40 H.P.
Bare Daily
$60.44
384,80
325.60
Equip.
$84.49
$388,80
Flatbed Truck, Gas, 1.5 Ton
1
$58.17
48.10
Power Mulcher (Large)
1
6,38
$4731,68
$48.60
$452,40
Hr.
5.80
$3257.60
Millwright
1
Crew B-66
357.28
L.H., Daily Totals
Incl.
Millwright
55.70
L.H., Daily Totals
324.80
1
1
16
Lb.
5,000
Forklift,
1
$56.55
36,50
(light)
$78,11
$71.60
769.60
(inside)
10.62
292.00
$36.65
Laborer
$52,37
$388.80
48.10
Millwright
24 1
Incl.
O&P
9,65
$293.20
Hr.
Bare Costs
$48.60
1
Per Labor-Hour
Daily
339,68
36.50
L.H., Daily Totals
Hr.
O&P
308.80
$36.65
(small)
Daily
Subs
2 Millwrights
32 1
Foreman
Hr.
Crew B-68C
Bare
Crew B-64
Bare Costs
Crew B-68B
1
Bare
Cost
Incl.
Crew No.
Per Labor-Hour
Labor Foreman (outside)
3 Laborers
Hr.
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
879.60
56.55
1357.20
593.20
1
Equip. Oper. (medium)
48.90
391.20
74.15
1
Cement
44.05
352.40
65.10
1
Curb/Gutter Paver, 4-Track
48
Finisher
L.H., Daily Totals
$61.42
520.80
770,20
847.22
16.05
17.65
$2702.60
$3795,62
$56.30
$79.08
721
Crws Cost
Incl.
Bare Costs
Crew No.
Crew B-70
Hr.
Labor Foreman (outside)
1
3 Laborers
3
Equip. Oper. (medium)
1
Grader,
30,000 Lbs.
1
Ripper,
Beam &
1
Road Sweeper,
1
F.E.
56
1
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$42.19
$59.65
$477.20
1
Labor Foreman (outside)
56.55
1357.20
1
Laborer
48.90
1173.60
74.15
1779.60
L.H., Daily Totals
Crew B-70A
Hr.
$36.65 48.90
4 Equip. Oper. (medium)
$64.54
$59.65
$477.20
293.20
56.55
452.40
4 Equip. Oper. (medium)
48.90
1564.80
74,15
2372.80
2 Truck Drivers (heavy)
37.55
600,80
57.30
916.80
81.40
89.54
1
Grader,
30,000 Lbs.
665.40
731.94
1
Ripper,
Beam &
373.40
410.74
32.63
35.89
$4189.60
$5623.92
$74.81
$100.43
1564.80
Hr.
$56.55 74.15
Daily
$452.40
Grader, 40,000 Lbs.
1 F.E.
Loader, W.M.,2.5 C.Y.
Dozer,
1
1 Roller,
40
80
H.P.
Pneum. WhI., 12 Ton
L.H., Daily Totals
Hr.
$38.65
Labor Foreman (outside)
1
36.65
3 Laborers
Pvmt.
1
Profiler,
48.90
750 H.P
1
Road Sweeper, S.P,
1
F.E.
8’
wide
58.52
Roller, Vibratory,
25 Ton
692,80
762.08
Costs
O&P $70.63
1
Water Tank
1
Truck Tractor,
220
Daily Totals
61.82
68.00
1
Labor Foreman (outside)
$4330.80
$5545.28
$108.27
$138.63
1
Laborer
1173.60
74.15
Crew B-75
Daily
$477.20
Costs
$42.19
Hr.
$38.65
731.94
410.74
$11221.38
Hr.
$59.65
Daily
$477.20
3 Laborers
36.65
879.60
56.55
1357.20
4 Equip. Oper. (medium]
48.90
1564.80
74.15
2372.80
Profiler,
750
5877.00
H.P.
Hammermill, 250 H.P.
1846.00
2030.60
1
Windrow Loader
1240.00
1364.00
Mix Paver 165 H.P.
1 Roller,
64
Pneum.
2183.00
383.90
$16851.70
$14248.60
L.H., Daily Totals
123.50
$165.68
Crew B-73
Hr.
Labor Foreman (outside)
$38.65
Daily
$309.20
Hr.
$59.65
Daily
$477.20
2 Laborers
36.65
586.40
56.55
904.80
5 Equip. Oper. (medium)
48.90
1956.00
74.15
2966.00
$477.20
56,55
452.40
4 Equip. Oper. (medium)
48,90
1564.80
74.15
2372.80
1
Truck Driver (heavy)
37.55
300.40
57.30
O&P
458.40
1
Grader, 30,000 Lbs.
1
Ripper,
Road
Tandem
1
1
Mixer,
310
Roller,
H.P.
10 Ton
Hammermill, 250 H.P. Grader, 30,000 Lbs.
.5 F.E. Loader,
1942.00
2136.20
242.00
266.20
1846.00
W.M., 1.5 C.Y
Beam &
1
707.00
Shank
310
H.P.
3000
1
Dist, Tanker,
1
Truck Tractor, 6x4,
Truck Tractor,
.5
Water Tank
64
220
Trailer,
L.H., Daily Totals
H.P.
5000
Gal.
777.70
186.70
205.37
183.20
201.52
$8029.30
$67.16
777.70
81.40
89.54
3654.00
4019,40
1
Roller, Vibratory,
Gallon
308.20
339.02
380
612.80
674.08
H.P.
25 Ton
L.H., Daily Totals
692.80
762.08
108.15
118.96
$8523.80
$10422.62
$152,21
$186.12
$200.38 Bare
Incl.
Daily
Costs
O&P
$45,83
Incl.
Costs
O&P $65.74
Dock
Builder
Hr.
Foreman
(outside)
1
Equip. Oper,
1
Crawler Crane, 50 Ton
1
Barge,
1
Hammer,
1
Lead, 60' High
1
Air
2
-50' Air
(oiler)
Daily
Hr.
$46.40
$371,20
$73.60
$588.80
44.40
1776.00
70.40
2816.00
50.25
804.00
76.20
1219.20
43.55
348.40
66,00
400 Ton Diesel, 15Kft.-lbs.
179.61
$71,56
528,00
1319,00
1450.90
781.00
859.10
587.60
646.36
$222,63
74.80
82.28
552,60
607.86
197.57
$263,31 Incl.
Costs
O&P
$44.56
$67.94
Compressor, 600 cfm
72 L,H„
Hoses, 3"
29.80
32.78
46,46
51.10
Daily Totals
$6644,40
$8831.28
$92.28
$122.66
Bare
Incl.
Daily
Costs
O&P
$39.46
$60,58
Crew B-76A
Hr.
Labor Foreman (outside)
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36,65
1466.00
56.55
2262.00 609.60
1
Equip. Oper, (crane)
50,25
402,00
76.20
1
Equip. Oper,
43.55
348.40
66.00
1
Crawler Crane, 50 Ton
1
Barge,
(oiler)
77.88
$10043.47
80.90
$125,46
400 Ton
L.H., Daily Totals
528.00
1319.00
1450.90
781.00
859.10
32.81
36.09
$4625.60
$6186.80
$72.28
$96.67
Bare
Incl.
Daily
Costs
O&P
$37.02
88.99
Crew B-77
$156,93 1
Hr.
Labor Foreman (outside)
3 Laborers 1
Truck Driver
1
Crack Cleaner, 25 H.P.
1
Crack
1
Flatbed Truck, Gas, 3 Ton
40
722
$44,06
2030.60
707.00
70.80
Incl.
O&P
135.85
64 .5
Bare Costs
$64.54
1
1
Daily
$59,65
5 Laborers 1
Hr.
Incl.
$43.02
Bare
1
Daily
2401.30
349.00
12 Ton
WhI.,
$169.56
6464.70
1
1
$137.46
293.20
2 Equip. Oper. (crane)
Pvmt.
103.63
$10851.54
$309.20
5 Dock Builders
1
94.21
$8797,40
1779.60
373.40
Daily
155,76
403.04
6464.70
665.40
$309.20
141.60
36.65
1
Labor Foreman (outside)
1
$65.92
366.40
$38.65
Crew B-76 Hr.
$43.25
1357.20
Bare
Crew B-72
Incl.
O&P
2372.80
383.90
56.55
Gal.
H.P.
349.00
$9278.20
L.H., Daily Totals
5000
Trailer,
529.10
879.60
366.30
1
575.08
$59.65
333.00 53.20
481.00
$309.20
4019.40
Flatbed Truck, Gas, 3 Ton
1232.00
Hr.
89,54
3654.00
Chem. Spreader, Towed
522.80
Daily
Bare Costs
777.70
81.40
1
56
56
H.P,
1120.00
5877.00
Loader, W.M., 1.5 C.Y.
Shank
1
2 Stabilizers,
3 Equip. Oper. (medium)
310
2 Stabilizers,
1
707.00
Per Labor-Hour
Incl.
$46,45
Bare
Crew B-71
Daily
$309.20
777.70
Daily
Hr.
O&P
36.65
707.00
$293.20
Daily
Subs
$38.65
64L.H., 1
Hr.
879.60
Loader. W.M., 1.5 C.Y.
Laborer
Crew B-74
$309.20
Bare
1
Bare Costs
36.65
wide
Cost
Incl.
Crew No.
Per Labor-Hour
$38.65
Shank
S.P., 8'
Daily
Subs
Filler,
(light)
,
Trailer Mtd.
L.H., Daily Totals
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
879.60
56.55
1357.20
36.50
292.00
55.70
445.60
64,80
71.28
203.80
224.18
$57.00
333,00
366.30
15.04
16.54
$2082.40
$2941.76
$52.06
$73.54
Crews Cost
Incl.
Bare Costs
Crew No.
Crew B-78
Hr.
Labor Foreman (outside)
1
4 Laborers
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$36.96
$38.65
$309.20
$59.65
$477.20
36.65
1172.80
56,55
1809.60
36.50
292.00
55.70
$56.92
Crew B-78F 2 Labor Foremen (outside) 11 Laborers 1
Truck Driver
170.28
1
Paint Striper, T.M.,
Flatbed Truck, Gas, 3 Ton
333,00
366.30
1
Flatbed Truck, Gas, 3 Ton
Pickup Truck, 3/4 Ton
157.00
172.70
13,43
14,78
$2418.80
$3441.68
$50.39
$71.70
Paint Striper, S.P.,
;
1
48
(light)
40
Gallon
L.H., Daily Totals
Bare
Crew B-78A
Hr.
Daily
Hr.
Daily
Costs
3
Air
Open
Equip.
1
Line
8
L.H., Daily Totals
$47.05
(light)
Rem, (Metal
Balls)
115
H.P.
$376.40
Air
Hr.
O&P
$570.80
$47.05
922.90
104.88
115.36
$1215,40
$1493.70
$151.93
$186,71
$36.65
2 Laborers
Open
.25 Equip.
47.05
(light)
Daily
$586.40 94.10
Hr.
$56.55 71.35
Line Rem,, 11 H.P.,Walk Behind
Road Sweeper,
S.P., 8’
wide
$954.40
56.55
4976.40
36.50
292.00
55.70
445.60
Bare
Incl.
Daily
Costs
O&P
$904.80
$37.81
$58.19
68.40
75.24
182.99
21.76
$1478.43
$59.57
Bare
lb.
Daily Totals
Crew B-79
Hr.
Labor Foreman (outside)
3 Laborers 1
Truck Driver
1
Paint Striper, T.M.,
1
Heating Kettle, 115 Gallon
1
Flatbed Truck, Gas, 3 Ton
(light)
120
Crew B-78C
Hr.
$38.65
Daily
$309,20
Truck Driver
(light)
Hr.
$59.65
Daily
Costs
O&P
$36.96
$56.92
1172.80
56.55
1809.60
36.50
292,00
55.70
445.60
1
Paint Striper, T.M.,
860.40
946.44
1
Flatbed Truck, Gas, 3 Ton
333,00
366.30
1
Pickup Truck, 3/4 Ton
157.00
172.70
28,13
30.95
$3124.40
$4217.84
$65.09
$87.87
48
L.H., Daily Totals
Bare
Crew B-78D
Daily
Costs
$38.65
$618.40
$59.65
$954.40
$37.03
36,65
2052.40
56,55
3166.80
292.00
55.70
Hr.
2 Labor Foremen (outside) 7 Laborers
36.50
1
Truck Driver
1
Paint Striper, T.M.,
1
Flatbed Truck, Gas, 3 Ton
(light)
120
Gal.
3 Pickup Trucks, 3/4 Ton
Compressor, 60 cfm
1
Air
1
-50' Air
1
Breakers, Pavement,
80
Hose, 3/4"
60
lb.
L.H., Daily Totals
Crew B-78E
Hr.
Daily
Open
Line
Remov.
1
Truck Driver
1
Paint Striper, T.M.,
1
Flatbed Truck, Gas, 3 Ton
(light)
120
Gal.
4 Pickup Trucks, 3/4 Ton 2 Air Compressor,
2
-50’ Air
60 cfm
Hose, 3/4"
2 Breakers, Pavement,
96
L.H., Daily Totals
60
lb.
24.50
26.95
$6879.35
$9394.52
$61.42
$83.88
Bare
Incl.
Daily
Costs
O&P
$37.02
Daily
Hr.
$59.65
$477.20
56.55
1357.20
36.50
292.00
55.70
445.60
860.40
$47.05
(light)
115
H.P.
115
H.P.
Balls)
Hr.
Crew B-79B
$57.00
946.44
63.00
69.30
333.00
366.30
Laborer
1
Set of Gases
8
L.H., Daily Totals
O&P
Hr.
Crew B-79C 1
5 Laborers
Hr.
Labor Foreman (outside)
366.30
1
Truck Driver
518.10
1
Paint Striper, T.M.,
137.40
151,14
1
Healing Kettle, 115 Gallon
3.25
3.58
1
Flatbed Truck, Gas, 3 Ton
9.80
10.78
22.69
24,95
$4777,65
$6563.14
$59.72
$82.04
Bare
Incl.
Daily
Costs
O&P
$954.40
$36.97
$618,40 2638.80
56.55
4071.60
36.50
292.00
55.70
445.60
$59.65
43.19
$100.19
Bare
Incl.
Dally
Costs
O&P
$47.05
$71.35
Daily
$564.60
Hr.
$71.35
$856.20 511.83
839.00
922.90
108.69
119.56
$1868.90
$2290.93
$155.74
$190.91
Daily
$293.20
Hr.
Bare
Incl.
Daily
Costs
O&P
$452.40
$36.65
152.00
167.20
19.00
20.90
$445.20
$619.60
$55.65
$77.45
Bare
Incl.
Daily
Costs
O&P
$36.91
$56.87
$56.55
(light)
120
$309.20
$59.65
$477.20
1466.00
56.55
2262.00
292.00
55.70
445.60
860.40
Gal.
Compressor, 60 cfm
Air
1
-50’ Air
1
Breakers, Pavement,
Hose, 3/4"
60
Hr.
36.65
3 Pickup Trucks, 3/4 Ton 1
Daily
$38.65
36.50
333.00
471.00
36,65
39.26
$76.28
$57.09
946.44
$38,65
345.40
$4007.44
$56.55
Incl.
445.60
Hr.
314.00
$3051.20
465.30
$36.65
1
56 2 Labor Foremen (outside)
9 Laborers
32.34
879.60
Hr.
(Grinder)
Rem. (Metal
860.40
Daily
10.73
29.40
Incl.
$477.20
36.65
Gal.
453.42
9.75
$309.20
12L.H., Daily Totals
120
412.20
$82,13
1 1
1208.90
36.65
L.H., Daily Totals
.5 Line
4 Laborers
366.30
1099.00
23.94
1.5 Equip.
Labor Foreman (outside)
333.00
$38.65
Gal.
Crew B-79A
1
946.44
860.40
142.70
166.35
$1072.25
L.H., Daily Totals
$56.93
$71.35
40 18
$36.92
$59.65
2 Pickup Trucks, 3/4 Ton .25
O&P
172.70
157.00
Pickup Truck, 3/4 Ton
Incl.
Costs
3225.20
Hose, 3/4"
3 Breakers, Pavement, 60
1
Crew B-78B
Bare Daily
$618.40
Gal.
Per Labor-Hour
Incl.
839.00
$71.35
120
Hr.
O&P
36.65
Compressor, 60 cfm
112L.H., 1
(light)
Daily
Subs
$38.65
7 Pickup Trucks, 3/4 Ton
3 -50'
1
Hr.
445,60
Truck Driver
1
1
Bare Costs
154.80
1
Cost
Incl.
Crew No.
Per Labor-Hour
lb.
L.H., Daily Totals
946.44
63.00
69.30
333.00
366.30
471.00
518.10
137.40
151.14
3.25
3.58
9.80
10.78
33.53
36.89
$3945.05
$5250.44
$70.45
$93.76
$57.00,
Crew B-79D
Hr.
860.40
946.44
2 Labor Foremen (outside)
333.00
366.30
5 Laborers
628.00
690.80
1
Truck Driver
274.80
302.28
1
Paint Striper, T.M.,
6,50
7.15
1
Heating Kettle, 115 Gallon
19,60
21.56
22.11
24.32
1
Flatbed Truck, Gas, 3 Ton
$5671.50
$7806.13
$59.08
$81.31
120
Gal.
4 Pickup Trucks, 3/4 Ton 1
Air
Compressor, 60 cfm
1 -50' Air
1
Hose, 3/4"
Breakers, Pavement,
64
L.H., Daily Totals
60
lb.
Hr.
Incl.
Daily
Costs
O&P
$37.13
$57.22
$38.65
$618.40
$59.65
$954.40
36.65
1466.00
56.55
2262.00
292.00
55.70
445.60
36.50
(light)
Daily
Bare
860.40
946.44
63.00
69.30
333.00
366.30
628.00
690.80
137.40
151.14
3.25
3.58
9.80
10.78
31.79
$4411.25
$5900.34
$68.93
’
34.97
$92.19
723
Crew B-79E
Hr.
2 Labor Foremen (outside) 7 Laborers 1
Truck Driver
1
Heabng
1
Flatbed Truck, Gas,
120
115
Kettle,
2
Air
Incl.
Costs
O&P
$37,03
$57,09
Crew B-82A
$618.40
$59.65
$954,40
1
Laborer
2052.40
56.55
3166,80
1
Equip. Oper.
292.00
55.70
Gal.
Gallon
3 Ton
Compressors, 60 cfm Hoses, 3/4"
-50' Air
Bare Daily
36.65
5 Pickup Trucks, 3/4 Ton 2
Hr.
$38.65
36.50
(light)
1 Paint Striper, T.M.,
Daily
Hr.
(light)
445.60
1
Flatbed Truck, Gas, 3 Ton
860,40
946.44
1
Flatbed
63,00
69.30
333,00
366.30
785,00
863.50
274.80
302.28
6.50
7.15
19.60
21.56
Trailer,
1 Horiz, Dir. Drill,
16
lb.
80
lb.
Crew B-80
Hr.
1
Labor Foreman (outside)
1
Laborer
1
Truck Driver Equip.
1
Flatbed Truck, Gas, 3 Ton
(light)
Hr.
Daily
Costs
O&P
$39.71
$60.81
$59.65
$477.20
36.65
293,20
56.55
452.40
292.00 376.40
55.70 71.35
1
Earth Auger, Truck-Mtd.
32
L.H., Daily Totals
Crew B-80A
Hr.
Hr.
1
Equip. Oper.
1
Flatbed Truck, Gas, 3 Ton
1
Flatbed Trailer,
(light)
$36.65
3 Laborers 1
24
Crew B-80B
Hr.
3 Laborers Equip.
1
Open
(light)
(light)
1
Flatbed Truck, Gas, 1.5 Ton
1
Manual Fence Post Auger, Gas
24
Hr.
$56.55
Costs
O&P
$36.65
$56.55
13.88
15.26
Daily
$56,55
$1357.20
71,35
570.80
$50.52
Bare
Incl.
Costs
O&P
$39,25
30k
24
lb.
Laborer
1
Equip.
273.24
7,76
8,54
$47.01
$68.79
Hr.
Daily
$586,40
$56.55
$904.80
36.50
292.00
55,70
445.60
270,20
297,22
8.00
8.80
$1156.60
1
Truck Driver (heavy)
1
Hydromulcher, T.M.,
$1656.42
Hr.
Daily
$36.65
$293.20
$56.55
$452.40
48.90
391,20
74.15
593.20
1
Truck Tractor,
24
220
37.55
3000
Laborer Truck Driver
1
Hydromulcher, T.M.,
1
Hr.
(light)
600
Daily
403.04
$2281.48
Bare
Incl.
Costs
O&P
$36,60
1
Equip. Oper,
1
Flatbed Truck, Gas, 3 Ton
1
Flatbed
(light)
Trailer,
11.59
$48.19
Hr.
Bare
Incl.
O&P
$41.03
50k
1 Horiz. Dir. Drill,
24
lb.
1
1
Laborer
$70.48
Equip. Oper. Horiz. Borer,
16
(light)
366.30
$1410.16
$1050.80
6
H.P.
L.H., Daily Totals
724
376.40
63.38
$2345.60
$2996.68
$97.73
$124.86
Daily
Hr.
Daily
Bare
Incl.
Costs
O&P
$586.40
$56,55
$904.80
47.05
376.40
71.35
570,80
$40.12
$61.48
333.00
Thrust
Crew B-82D
Hr.
366.30
113,60
124.96
1246.00
1370.60
70.53
77.58
$2655.40
$3337.46
$110.64
$139.06
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
1
Equip. Oper.
1
Mud
8
L.H., Daily Totals
$47.05
(light)
Trailer for
HDD, 1500
Gal.
$376.40
$570.80
$47.05
374,80
412.28
46.85
51.53
$751.20
$983.08
$93.90
$122.89
Bare
Incl.
Daily
Costs
O&P
$42.77
$71.35
$71,35
1
Tugboat Captain
1
Tugboat Hand
1
Tugboat,
16
Hr.
Daily
Hr.
$48.90
$391.20
$74.15
$593.20
36.65
293,20
56.55
452.40
$65.35
H.P.
889.40
978.34
55.59
61,15
L.H., Daily Totals
$1573.80
$2023.94
$98,36
$126.50
Bare
Incl.
Daily
Costs
O&P
250
1
Equip. Oper. (medium)
1
Rotary Mower/Tractor
8
L.H., Daily Totals
Hr.
$48.90
Daily
Hr.
$74.15
$593.20
$48.90
364.20
400.62
45.52
50.08
$755.40
$993.82
$94.42
$124.23
Bare
Incl.
Daily
Costs
O&P
$39.28
$60,22
$391.20
$74.15
Hr.
Daily
Hr.
$36.65
$879.60
$56.55
$1357.20
1
Equip. Oper. (medium)
48.90
391.20
74.15
593.20
1
Truck Driver (heavy)
37,55
300.40
57.30
458.40
1
Aerial
1
Brush Chipper, 12", 130 H.P,
1
Pruning Saw, Rotary
Lift
Truck, 80'
643.00
707.30
396.60
436.26
40
L.H., Daily Totals
Crew B-86 1
Equip, Oper. (medium)
1
Stump Chipper,
8
L.H., Daily Totals
Hr.
$48.90
6.55
7.21
26.15
28.77
$2617.35
$3559.57
$65.43
$88.99
Bare
Incl.
Daily
Costs
O&P $74,15
Daily
Hr.
$593.20
$48,90
162.10
178.31
20.26
22.29
$553.30
$771.51
$69.16
$96.44
$391.20
$74.15
145.86
333.00
47.05
57,62
$95,06
$56.13
445.60
$293.20
1029.82
32.40
$36,58
55.70
132.60
29.45
O&P
292,00
$36.65
124.96
936,20
$36.65
L.H., Daily Totals
29.10
$65.67
$.P.
32,01
$88,14 Incl.
Crew B-86A
1
366,30
113.60
$62.67
Costs
36.50
Daily
$61.48
570.80
$69.02
Daily
$452.40
Hr.
$40.12
$904.80
71.35
12.75
Costs
Bare
Crew B-82
O&P
$56.55
25 Ton
Crew B-84
Incl.
$56.55
16L.H., Daily Totals
Incl.
Costs
Hr.
$56.27
Bare
$293.20
Flatbed Truck, Gas, 3 Ton
Bare Daily
Daily
458,40
$36,65
Gal.
$139.92
374.44
$1691.60
L.H., Daily Totals
1
57.30
366.40
H.P.
Crew B-81A 1
300.40 340.40
Gal.
$110.91
376,40
Hr.
3 Laborers
Open (medium)
$2238.70
$586.40
L.H., Daily Totals
Crew B-85 1
75.97
$1774.60
47.05
Thrust
Crew B-83
$2201.24
Daily
69.06
$60.25
248.40
Daily
724.24
$71.81
$1504.40
$36,65
Hr.
Incl.
366.30
$1723.50
Hr.
Bare
$1357.20
376.40
L.H., Daily Totals
Crew B-81
Daily
$879.60
Hr.
2 Laborers Truck Driver
26.06
$86.87
47.05
L.H., Daily Totals
Crew B-80C
1
23.69
$63,40
$36.65
Crane, Flatbed Mounted, 3 Ton
1
32
467.50
Daily
124.96
658.40
570.80
$2779.80
$1212.60
L.H.. Daily Totals
366.30
333,00
Crew B-82C
425.00
$879.60
$63.95
366.30
333.00
Flatbed Truck, Gas, 3 Ton
$41.85
113,60
$36.65
25 Ton
1 Horiz. Dir. Drill,
445.60
$2028,80
Daily
570.80
L.H., Daily Totals
2 Laborers
333.00
$452.40
71.35
Incl.
O&P
$89.29 Incl.
$309.20
47,05
1
Daily
$66.31
$56,55
376.40
Bare Costs
32.21
Bare
$38.65
36.50
(light)
Open
$7143,33
$5305.10
L.H., Daily Totals
29,28
$293.20
Thrust
Crew B-82B
Daily
47.05
333,00
2 Laborers
2 Breakers, Pavement, 60
Hr.
$36,65
25 Ton 20k
Daily
Hr.
$56.55 71.35
Daily
Costs
O&P
$452.40
$41.85
$63.95
1
Equip. Oper. (medium)
1
Grader, 30,000 Lbs.
8
L.H., Daily Totals
Hr.
$48.90
Daily
Hr.
Daily
Bare
Incl.
Costs
O&P $74.15
$593.20
$48.90
707.00
777.70
88.38
97.21
$1098.20
$1370.90
$137.28
$171.36
$391,20
$74.15
570.80
83.00
91.30
5.19
5,71
$752.60
$1114.50
$47.04
$69.66
I
Crews Cost
Incl.
Crew No.
Crew B-86B
Bare Costs
Hr.
1
Equip.
Open (medium)
1
Dozer,
200
8
L.H., Daily Totals
$48.90
H.P.
Daily
Subs
Hr.
O&P
Daily
Bare
Incl.
Costs
O&P
Bare Costs
Crew B-90A
Hr.
Labor Foreman (outside)
Crew B-87 1
$36,65
Laborer Equip,
Open (medium)
48.90
1
$38.65
$309.20
$59.65
$477.20
2 Laborers
36.65
586,40
56.55
904.80
$1716.20
$2050.70
$214.53
$256.34
4 Equip. Open (medium)
48.90
1564.80
74.15
2372.80
$293.20
Hr.
$56.55
Daily
$452.40
Bare
Incl.
Costs
O&P
$46.45
1
Tandem
1
Roller,
1564,80
74.15
591.80
650.98
45.00
49.50
74.83
82,32
$4851.40
$6117,94
$121.29
$152,95
L.H., Daily Totals
Crew B-88
Hr.
Daily
Hr.
$36.65
Laborer
6 Equip. Open (medium)
48.90
Log Chipper, 22" Tree
2 Log Skidders, 50
105
H.P.
1
Dozer,
1
Chain Saw, Gas, 36" Long
56
H.P.
L.H., Daily Totals
Crew B-89
2347.20
$56.55 74.15
1458.00
2 Feller Bunchers, 100 H.P, 1
$293.20
Hr.
L.H., Dally Totals
Daily
Bare
Incl.
Costs
O&P
$452,40
$47.15
$71.64
Hr.
266.20
349.00
383.90
35.80
39,38
$4465.40
$5960.30
$79.74
$106.43
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$43.11
$65,87
$38.65
$309.20
$59.65
$477.20
36,65
586,40
56,55
904.80
3 Equip. Oper. (medium)
48.90
1173.60
74.15
1779.60
Labor Foreman (outside)
1
Roller,
1
Road
Pneum. WhL, 12 Ton Mixer,
310
H.P.
L.H., Daily Totals
349.00
383.90
1942.00
2136.20
47.73
52.50
$4360.20
$5681.70
$90.84
$118.37
3559.20
Crew B-90C
1603,80
988.46
1839.20
2023.12
591.80
650.98
45,00
49.50
86.30
94,93
$7473.00
$9327.46
$133.45
$166.56
Hr.
1555.40
242.00
2 Laborers
1
898.60
Daily
Pneum. WhL, 12 Ton
Crew B-90B
48 1
10 Ton
2372.80
105 H.P
40
Roller,
1414,00
$70.63
988.46
Dozer,
$67,05
1
182.19
1603.80
Chain Saw, Gas, 36" Long
$43,94
$74.15
898,60
1
Incl.
O&P
165,63
1458.00
1
Bare Costs
$48.90
Daily
Daily
Incl.
O&P
$41.77
Hr.
Daily
$38.65
$309.20
$59.65
$477.20
36.65
1172.80
56.55
1809.60
3 Equip. Oper. (medium)
48,90
1173.60
74.15
1779.60
3 Truck Drivers (heavy)
37.55
901.20
57.30
Labor Foreman (outside)
3 Road Mixers, 310 H.P
88
Bare
Daily
4 Laborers
1
Costs
Hr.
L.H., Daily Totals
Crew B-90D
Hr.
66.20
72.83
$106.62
$134.66
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$39.84
(light)
$47.05
$376.40
$71.35
$570,80
(light)
36.50
292.00
55,70
445,60
1
$38.65
$309.20
$59,65
$477.20
1
Flatbed Truck, Gas, 3 Ton
333,00
366.30
6 Laborers
36.65
1759.20
56.55
2714,40
175.20
192,72
3 Equip, Oper. (medium)
48.90
1173.60
74.15
1779.60
17,30
19.03
32.84
36,13
3 Truck Drivers (heavy)
37,55
901.20
57.30
$1193.90
$1594.45
$7162
$99,65
Saw
Concrete
16
Gal.
L.H., Daily Totals
Crew B-89A 1 Skilled
Worker
1
Laborer
1
Core
16
Hr.
Drill
Daily
Hr.
Bare
Incl.
Costs
O&P
$41,98
$64.90
$378,40
$73,25
$586,00
36.65
293.20
56.55
452.40
(Large)
L.H., Daily Totals
127.82
7,26
7.99
$787,80
$1166.22
$49.24
$72.89
Hr.
Daily
Hr.
Daily
Costs
Equip.
Open
(light)
$47,05
$376.40
$71.35
$570,80
1
Truck Driver
(light)
36.50
292.00
55.70
445.60
1
Wall Saw, Hydraulic,
1
Generator, Diesel,
1
Water Tank, 65
1
Flatbed Truck, Gas, 3 Ton
16
10 H.P
100 kW
Gal.
L.H., Daily Totals
119,60
131.56
439.20
483.12
17.30
19.03
$41.77
333.00
366.30
56.82
$2016,41
$98,59
CrewB-90 Labor Foreman (outside)
Hr.
$38.65
Daily
$309.20
Hr.
$59.65
Daily
Costs
$477.20
$39,73
36.65
879,60
56.55
Open
47.05
(light)
752,80
71.35
1
1
Road
Mixer,
Dist. Truck,
64
310
H.P.
2000
L.H., Daily Totals
Gal.
37.55
600.80 1942.00
57,30
$122.64
Bare
Incl.
Daily
Costs
O&P
$41.06
Daily
Hr.
$59.65
$477.20
56,55
1809,60
3 Equip. Oper. (medium)
48.90
1173,60
74.15
1779.60
1
Truck Driver (heavy)
37.55
300.40
57.30
1
Road Mixers, 310
$62.84
458,40
Inch
O&P
H.P.
L.H., Daily Totals
1942.00
2136.20
26,97
29.67
$4898.00
$6661.00
$68,03
$92.51
Bare
Incl.
Daily
Costs
O&P
$43.14
$63,52
62,50.
$126,03
Hr.
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
2 Laborers
36,65
586,40
56.55
904.80
4 Equip. Oper. (medium)
48.90
1564,80
74,15
2372.80
1
Truck Driver (heavy)
37,55
300,40
57.30
458.40
1
Dist. Tanker,
1
Truck Tractor, 6x4,
1
Aggreg. Spreader, S.P
Labor Foreman (outside)
3000
Gallon
308.20
339.02
380
612.80
674.08
841,00
925,10
349,00
383.90
$65,83
Incl.
O&P
H.P.
$60,83 Pneum. WhL, 12 Ton
1357.20
Tandem
Roller,
10 Ton
242.00
266.20
36.77
40.44
$5113,80
$6801.50
$79,90
$106.27
Bare
Incl.
Daily
Costs
O&P
$42.77
$65.35
1141.60
64 2 Truck Drivers (heavy)
$95.86
1172.80
1
2 Equip.
61.62
$12755.00
$309.20
1 Roller,
3 Laborers
56.02
$9969.20
36.65
1
$1577.50
1375.20
6408.60
$38.65
Labor Foreman (outside)
Crew B-91
Bare
1
Hr.
$61.02
5826.00
4 Laborers
72 1
L.H., Daily Totals
Crew B-90E 1
116.20
Bare
Crew B-89B
104
Daily
$47.30
3 Road Mixers, 310 H.P.
$61.84
$11850.20
Open
Water Tank, 65
$40.42
$9382.80
Equip.
1
O&P
1375.20
Truck Driver
Labor Foreman (outside)
Incl.
Costs
6408.60
1
$63.52
Bare
5826.00
1
1
Per Labor-Hour
Daily
1457.50
Log Cbipper, 22" Tree
2 Feller Buncbers, 100 H.P,
Hr.
$593.20
$74.15
56 4
Daily
O&P
Subs
1325,00
$391,20
2 Graders, 30,000 Lbs.
Hr.
Cost
Incl.
Crew No.
Per Labor-Hour
L.H., Daily Totals
916.80
2136.20
278,20
306.02
34.69
38.16
$4762.60
$6335.02
$74,42
$98.98
Crew B-91B
Hr.
1
Laborer
1
Equipment Oper. (med.)
1
Road Sweeper, Vac.
16
L.H., Daily Totals
Assist.
Daily
Hr.
$36.65
$293.20
$56.55
$452,40
48.90
391.20
74.15
593.20
994.40
1093.84
62.15
68.36
$1678.80
$2139,44
$104.93
$133.72
725
Crews Cost
Incl.
Bare Costs
Crew No.
Crew B-91C
Hr.
1
Laborer
1
Truck Driver
1
Catch Basin Cleaning Truck
16
(light)
1
Bare
Incl.
Costs
O&P
$36.58
$293.20
$56.55
$452.40
292.00
55.70
445.60
$38.65
$56.13
604.00
664.40
37,75
41.52
$1562.40
$74.33
$97.65
Hr.
Bare
Incl.
Daily
Costs
O&P
$41.65
$309.20
$59.65
$477.20
$63.67
3 Carpenters Laborer
32 L,H„
1
36.65
1466.00
56.55
2262.00
1
48.90
1956.00
74.15
2966.00
48
2 Truck Drivers (heavy)
37.55
600.80
57.30
916.80
Aggreg. Spreader,
2 Truck Tractor, 6x4, 380 Dist. Tanker,
3000
H.P.
Gallon
1225.60
1348.16
616.40
678.04
2 Pavement Brush, Towed 2
Pneum.
Roller,
104
WhI.,
12 Ton
163.20
179.52
698.00
767.80
$10520.62
$7876.20
L.H., Daily Totals
34,08
$75.73
Crew B-92
Hr.
Daily
Hr.
Daily
Costs
1
Labor Foreman (outside)
$38,65
$309.20
$59.65
$477.20
36.65
879.60
56.55
1357.20
$37.15
Crack Cleaner, 25
H.P,
64.80
71.28
137.40
151.14
Tar Kettle,
TM.
104.60
115.06
1
Flatbed Truck, Gas, 3 Ton
333.00
366.30
19,99
$2538.18
$1828.60
L.H., Daily Totals
$57.14
Hr.
Daily
Hr.
Daily
1
Open (medium)
Equip.
$48,90
$391,20
$74.15
729.00
$1120.20
L.H., Daily Totals
Crew B-94A Laborer
Hr.
$36,65
Diaphragm Water Pump, 2"
1
Daily
$293,20
Hr.
$56.55
2264.00
293.20
56.55
452.40
Hr.
Suction Hose, 2"
Incl.
O&P $74.15 100.24
-50'
Discharge Hoses, 2"
Incl.
Daily
Costs
O&P
$36.65
$56.55
1.98
1.80
9.47
$535.73
$368,95
L.H., Daily Totals
$46.12
Bare
Crew B-94B Laborer
Hr.
$36.65
Daily
$293.20
Hr.
$56.55
Daily
Costs
$452.40
$36,65
Diaphragm Water Pump, 4"
1 -20’
2
8
-50'
Suction Hose, 4"
Discharge Hoses, 4"
115.80
127,38
3.25
3.58
4.70
5.17
$416.95
L.H., Daily Totals
$588,52
15.47
$52.12
65.10
520.80
293,20
56,55
452.40
$2128.80
Daily Totals
Rodman Foreman
Equip.
Hr.
Daily
Hr.
Daily
(outside)
(reinf.)
Open
(light)
Laborer
1
Centrifugal Water
$36.65
Hr.
$293.20
$56,55
$452.40
1 -20'
Suction Hose, 3"
2.85
3,13
Discharge Hoses, 3"
3.00
3.30
$377.85
1
Laborer
1 Centr, 1 -20'
$36.65
Water Pump, 6"
Suction Hose, 6"
Hoses, 6"
2
-50’ Discharge
8
L.H., Daily Totals
726
Hr.
Daily
$293.20
$46.95
$73.17
$421.20
$82.70
$661,60
50,65
1620.80
79.55
2545.60
47.05
376.40
71.35
570,80
36,65
586.40
56.55
904,80
90.31
1.76
1.94
$3117,50
$4806.77
$48.71
$75.11
Bare
Incl.
Daily
Costs
O&P
$51.15
Rodman Foreman
32
(outside)
(reinf.)
Hr.
33.66
Daily
Hr.
$52.65
$421.20
$82.70
$661,60
50.65
1215.60
79.55
1909,20
L.H., Daily Totals
Crew C-4A Rodmen
$80.34
Hr.
$50.65
(reinf.)
30,60
33.66
.96
1.05
$1667,40
$2604.46
$52.11
$81.39
Bare
Incl.
Daily
Costs
O&P $79.55
Daily
Hr.
$1272.80
$50.65
40.80
44.88
2.55
2.81
$851.20
$1317.68
$53.20
$82.36
Bare
Incl.
Daily
Costs
O&P
$49,86
$810.40
$79.55
L.H., Daily Totals
$66.97 Incl.
Crew C-5
Hr.
Daily
Hr.
O&P Rodman Foreman
(outside)
$52.65
$421.20
$82.70
$661.60
50,65
1620.80
79.55
2545.60 609.60
$77.59
$56.55 (reinf.)
1
Equip.
Open
(crane)
50.25
402,00
76.20
1
Equip.
Open
(oiler)
43.55
348.40
66.00
1
Hyd. Crane, 25 Ton
528.00
17.02
745,80
820.38
13.32
14.65
$3538.20
$5165.18
$63.18
$92.24
Bare
Incl.
Daily
Costs
O&P
$38.22
$73.57
Bare
Incl.
O&P
L.H., Daily Totals
Hr.
Daily
Hr.
$56,55 $38.65
$309.20
$59.65
$477.20
4 Laborers
36.65
1172.80
56.55
1809.60
Cement
44.05
352.40
65.10
520,80
Labor Foreman (outside)
10.58
$58,49
Finisher
11.64
$545.51
$47.23
Hr.
$56.55
Bare
Incl.
Daily
Costs
O&P
$452.40
$36.65
340.80
374.88
11.50
12.65
66.00
72.60
1.38
1.51
$1900,40
$2880.20
$39.59
$60.00
$68.19
48
Crew B-94D
O&P
86.68
78.80
L.H., Daily Totals
Costs
$52.65
L.H., Daily Totals
2 Gas Engine Vibrators
8
Incl.
Daily
30,60
1
2
-50'
Hr.
10,42
Costs
$36.65
Daily
82.10
1
Pump, 3”
Bare
Equipment
Crew C-6 1
$3262.00
3 Stressing Equipment
56
Crew B-94C
$67.96
352,40
36,65
Finisher
4 Rodmen 1
$44.35
44.05
Laborer
1 1
$67.96
Cement
16
8
$44.35
1
4 Stressing Equipment 2
O&P
$174.39
$452.40
2.15
Costs
$79.32
91.13
79.20
Incl.
Daily
21,99
$48.90
1.95
Hr.
Bare
$57.33
801.90
72.00
Daily
$3307.20
1
2 1 -20'
$68,90
$590.80
70.75
3 Stressing Equipment
1
$44,65
$73.85
1467.20
O&P
Bare
Bare
$68.90
$382.80
45.85
Incl.
Costs
$140.03
$44.65
$47.85
$101.16
$593.20
$1395,10
O&P
37.49
3 Rodmen 8
Incl.
Costs
1698.00
1
Buncher, 100 H.P.
Bare Daily
$590,80
Crew C-4
1 Feller
Hr.
70.75
64
Crew B-93
Daily
$73.85
.5 Grouting
32
$67.20
1100.40
2 Laborers 1
$43,55
$382.80
1
Compressor, 60 cfm
$2150.40
452.40
45.85
1
1 Air
$67,20
$1698.00
56.55
$47.85
4 Rodmen 1
$43.55
$70,75
293.20
$2143.20
Crew C-3
3 Laborers
Incl.
O&P
$1100.40
36.65
Carpenter Foreman (outside)
Bare Costs
36.65
Hr.
Per Labor-Hour
Daily
3 Carpenters
48L.H.,
Bare
Hr.
O&P
$45.85
L.H., Daily Totals
Crew C-2A 1
2
,
Laborer
925.10
841.00
S.P.
Daily
Subs
$1393.60
Carpenter Foreman (outside)
4 Carpenters
5 Equip. Open (medium)
Hr.
Daily Totals
Crew C-2
5 Laborers
1
Bare Costs
Crew C-1
1
$1189.20
Daily
Cost
Incl.
Crew No.
Per Labor-Hour
Daily
36.50
Hr.
Labor Foreman (outside)
Hr.
O&P
$36.65
L.H., Daily Totals
Crew B-91D
Daily
Subs
$56,55
12.20
13.42
45.56
50.12
$657.70
$853.35
$82.21
$106.67
L.H., Daily Totals
Crews Cost
Incl.
Bare Costs
Crew No.
Crew C-7 Labor Foreman (outside)
1
5 Laborers
Hr.
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$39,82
$60.85
$38.65
$309.20
$59,65
$477.20
36.65
1466.00
56,55
2262.00
Bare Costs
Crew C-8B 1
Hr.
Labor Foreman (outside)
3 Laborers
1
Cement
44.05
352.40
65.10
520.80
1
Equip, Oper. (medium)
1
Equip. Oper. (medium)
48.90
391.20
74.15
593.20
1
Vibrating
1
Equip. Oper. (oiler)
43.55
348.40
66.00
528,00
1
Roller, Vibratory,
Dozer,
Finisher
2 Gas Engine Vibrators 1
Concrete Buciret,
1
Hyd. Crane, 55 Ton
72
1 C.Y.
L.H., Daily Totals
Crew C-7A
Hr.
66.00
72,60
1
23.00
25,30
40
1137.00
1250.70
17.03
18.73
$4093.20
$5729.80
$56,85
$79,58
Bare
Incl.
Daily
Costs
O&P
$37.13
Daily
Hr.
Cost
Incl.
Crew No.
Per Labor-Hour
Incl.
O&P
$39.50
$59.65
$477.20
879,60
56.55
1357.20
48.90
391.20
74.15
593.20
H.P.
Hr.
Labor Foreman (outside)
Bare Costs
$309.20
L.H., Daily Totals
63.25
69.58
692.80
762.08
$60,69
1325.00
1457.50
52.03
57.23
$3661.05
$4716.76
$91.53
$117.92
Bare
Incl.
Daily
Costs
O&P
$40,26
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
3 Laborers
36.65
879.60
56.55
1357.20
44.05
352,40
65.10
520.80
48,90
391.20
74.15
593.20
1
Per Labor-Hour
Daily
36.65
25 Ton
Crew C-8C
Hr.
O&P
$38,65
Power Screed
200
Daily
Subs
$61,42
$38.65
$309.20
$59.65
$477.20
1
Cement
5 Laborers
36.65
1466.00
56.55
2262.00
1
Equip. Oper. (medium)
2 Truck Drivers (heavy)
37.55
600.80
57.30
916.80
1
Shotcrete Rig, 12 C.Y/hr
252.80
278.08
1
Air
Compressor, 160 cfm
157.40
173.14
4
-50’ Air
Hoses, 1"
16.40
18.04
4
-50' Air
Hoses, 2"
31.00
34.10
9.53
10.49
L.H., Daily Totals
$2390.00
$3451.76
$49.79
$71.91
Bare
Incl.
Daily
Costs
O&P
$41.60
1
Labor Foreman (outside)
2 Cone. Transit Mixers
64
L.H., Daily Totals
Crew C-7B 1
Labor Foreman (outside)
Hr.
$38.65
$57.13
2050.00
2255,00
32.03
35,23
$4426.00
$5911.00
$69,16
$92.36
Daily
$309.20
Hr.
$59.65
Bare
Incl.
Daily
Costs
O&P
$477.20
$39.46
48
Finisher
$60.58
Crew C-8D
Hr.
36.65
1466.00
56.55
2262.00
1
Equipment Operator, Crane
50.25
402.00
76.20
609,60
1
Labor Foreman (outside)
1
Equipment
43.55
348.40
66.00
528,00
1
Laborer
1
Cone. Bucket, 2 C.Y.
1
Cement
1
Lattice
1
Equipment Oper.
5 Laborers
64
Oiler
Boom
Crane, 165 Ton
L.H., Daily Totals
35.60
39.16
1954.00
2149,40
31.09
34.20
$4515.20
$6065,36
$70.55
$94,77
1 Air
1
Labor Foreman (outside)
Hr.
$38.65
Daily
$309.20
Hr.
$59.65
Bare
Incl.
Daily
Costs
O&P
$477.20
$39.96
5 Laborers
36.65
1466.00
56,55
2262.00
2 Equipment Operators (med.)
48.90
782.40
74.15
1186.40
2
F.E.
64
Loaders, W.M., 4 C.Y.
L.H., Daily Totals
Hr.
1
1482.36
21,06
23.16
$3905.20
$5407.96
$61,02
$84,50
Hr.
Daily
Costs
Labor Foreman (outside)
$38.65 36.65
5 Laborers 1
Equip. Oper. (medium)
1
Concrete Conveyer
48.90
$309.20 1466.00
391.20
$59.65 56.55 74,15
$477.20
$38.69
56
Hr.
Daily
1
Labor Foreman (outside)
Cement
1
Equip. Oper. (medium)
1
Concrete
56
Finishers
Daily
$38.65
$309,20
$59.65
$477.20
36.65
879,60
56.55
1357.20
44.05
704.80
65.10
1041.60
48.90
391.20
74,15
593.20
Pump
(Small)
L.H., Daily Totals
3.67
$42.35
6.58
7.24
$48.18
$70.40
Bare
Incl.
Daily
Costs
O&P
$39.95
$60.96
Hr.
O&P
Bare
Incl.
O&P
$40,80
12.69
13.95
$75.90
Costs
O&P
$39.45
$59,92
$59.65
$477.20
879.60
56.55
1357,20
Cement
44.05
704.80
65,10
1041,60
L.H., Daily Totals
$1893.60
44.05
352.40
65,10
520.80
47.05
376.40
71.35
570.80
Equipment Oper.
1
Shotcrete Rig, 35 C.Y/hr
284.40
312.84
Compressor, 250 cfm
202.40
222.64
Finisher (light)
4
-50’ Air
Hoses, 1"
16,40
18.04
4
-50’ Air
Hoses, 2"
31.00
34.10
11,13
12.24
L.H., Daily Totals
$2451.80
$3513.62
$51.08
$73.20
$2876.00
1
Hr.
Laborer
Daily
Hr.
Incl.
Daily
Costs
O&P
$41.58
$62.25
$1494,00
$41.58
$62.25
Bare
Incl.
Daily
Costs
O&P
$39.61
$59.97
$36.65
$293.20
$56,55
$452.40
44.05
704.80
65.10
1041,60
$998.00
L.H., Daily Totals
3 Laborers 2 Cement Finishers Concrete Mixer, 10
Hr.
Daily
Hr.
$36.65
$879.60
$56.55
$1357.20
44,05
704.80
65,10
1041.60
C.F.
2 Trowels, 48" Walk-Behind L.H., Daily Totals
Crew C-IOC $39.45
Bare
176.80
194.48
107.20
117.92
7.10
7.81
$1868.40
$2711.20
$46.71
$67.78
Incl.
Daily
$309.20
48
1357,20
Cement
Crew C-lOB
$53.49
36.65
Finishers
$477.20
56.55
$61.95
781.44
$38.65
2
$59.65
879.60
1
40 Labor Foreman (outside)
$309.20
36.65
$63.54
$4250.64
3 Laborers
1
$38,65
4.03
710.40
Hr.
Hr.
$59.51
$2995.20
Daily
Daily
1
1
Hr.
222.64
Incl.
Costs
Bare
Crew C-8A
570.80
202.40
9.02
Labor Foreman (outside)
24 2
520.80
71.35
$2252,86
2 Cement Finishers
3 Laborers
65.10
376.40
593.20
$3558.34
Hr.
352.40
47.05
$1541.80
Crew C-10 Crew C-8
44.05
$63.16
2262.00
225.94
$2371.80
L.H., Daily Totals
452.40
L.H., Daily Totals
3 Laborers
48 205.40
$477.20
56.55
8.20
1 Air 1
$59.65
293.20
$61.34
1347.60
Daily
$309.20
36.65
Hoses, 1"
Air
Crew C-8E
Bare
Crew C-7D
32
(light)
Hr.
$38.65
Compressor, 250 cfm
2 -50'
Crew C-7C
Finisher
Daily
$59.92
1
Laborer
2
Cement
1
Trowel, 48” VValk-Behind
24 LH.,
Finishers
Daily Totals
Hr.
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$41,58
$62.25
$36.65
$293.20
$56.55
$452,40
44.05
704,80
65.10
1041.60
53.60
58.96
2.23
2.46
$1051.60
$1552.96
$43.82
$64.71
V 'I i'.
727
II Cost
Incl.
Bare Costs
Crew No.
Crew C-IOD
Hr.
Laborer
1
2 Cement Finishers
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$41.58
$62.25
$36.65
$293.20
$56.55
$452.40
44.05
704.80
65.10
1041.60
1
Vibrating
Power Screed
63.25
69.58
1
Trowel, 48" Walk-Behind
53.60
58.96
4.87
5.36
$1114.85
$1622.54
$46.45
$67.61
24L.H., Daily Totals
Bare
CrewC-lOE 1
Hr.
$36.65
Laborer
Daily
$293.20
Hr.
$56.55
Daily
$452.40
Costs
$41.58
Crew No.
1
Vibrating
44.05
1
Cement
24
Power Screed
Trowel, 96" Ride-On
L.H., Daily Totals
Crew C-lOF 1
Hr.
$36.65
Laborer
44.05
2 Cement Finishers 1 Aerial Lift
24
Truck, 60’
Boom
Struc. Steel
Foreman
6
Struc. Steel Workers
1
Equip.
65.10
O&P
Carpenter Foreman (outside)
69.58 10.86
11.95
$1258.65
$1780.71
$52.44
$74.20
$293.20 704.80
$56.55 65.10
Hr.
(outside)
$53.10
Daily
$424.80
Daily
$452.40
$1995.60
Hr.
$93.70
1
Equip.
1
Lattice
72
Open
(crane) (oiler)
Boom
Daily
$749.60
51.10
2452.80
90.20
4329.60
50.25
402.00
76.20
609.60
Carpenter Foreman (outside)
3 Carpenters 1
Laborer
1
Equip.
348.40
66.00
Bare
Incl.
Costs
O&P
$41.58
$5466.00
Hr.
Daily
$8238.60
Hr.
(crane)
1
Daily
$47.85
$382.80
$73.85
$590.80
45.85
1100.40
70.75
1698.00
36.65
293.20
56.55
452.40
50.25
402.00
76.20
609.60
Hyd. Crane, 12 Ton
Crew C-13 Worker
Hr.
19.00
$590.80
70.75
9056.00
4 Rodmen
50.65
1620.80
79.55
2545.60
2 Laborers
36.65
586.40
56.55
904.80
1
Cement
44.05
352.40
65.10
520.80
1
Equip.
48.90
391.20
74.15
593.20
1
Gas Engine Vibrator
1
Concrete
(reinf.)
Finisher
Open (medium)
Pump
($mall)
$60.58
Bare
Incl.
Costs
O&P
$50.39
L.H., Daily Totals
Crew C-14B
25.53
$75.92
Bare
Incl.
Costs
O&P
$45.38
Carpenter Foreman (outside)
Bare
Incl.
Daily
Costs
O&P
$49.35
$83.72
$51.10
$408.80
$90.20
$721.60
51.10
408.80
90.20
721.60
1
Carpenter
45.85
366.80
70.75
566.00
1
Welder,
Hr.
Daily
156.20
Hr.
$75.14
Hr.
Bare
Incl.
Daily
Costs
O&P
$45.94
$70.83
Daily
Hr.
$47.85
$382.80
$73.85
$590.80
45.85
5868.80
70.75
9056.00
4 Rodmen
2545.60
50.65
1620.80
79.55
2 Laborers
36.65
586.40
56.55
904.80
2
Cement
44.05
704.80
65.10
1041.60
1
Equip.
48.90
391.20
74.15
593.20
1
Gas Engine
1
Concrete
(reinf.)
Finishers
Open (medium) Vibrator
208
Pump
(Small)
L.H., Daily Totals
Crew C-14C
33.00
36.30
710.40
781.44
3.57
3.93
$10298.20
$15549.74
$49.51
$74.76
Carpenter Foreman (outside)
Hr.
Dally
Hr.
Bare
Incl.
Daily
Costs
O&P
$43.92
$67.77
$47.85
$382.80
$73.85
$590.80
6 Carpenters
45.85
2200.80
70.75
3396.00
2 Rodmen
50.65
810.40
79.55
1272.80
4 Laborers
36.65
1172.80
56.55
1809.60
1
Cement
44.05
352.40
65.10
520.80
1
Gas Engine
(reinf.)
112
Finisher
Vibrator
33.00
36.30
.29
.32
L.H., Daily Totals
$4952.20
$7626.30
$44.22
$68.09
Bare
Incl.
Daily
Costs
O&P
$45.63
$70.35
Crew C-14D
15.19
Struc. Steel
Crew C-14
$49.73
$69.81
$85.00
$1326.40
4.09
$15028.94
$114.43
13.81
Welder
L.H., Daily Totals
3.72
$9945.80
28.08
$59.20
1
24
781.44
16 Carpenters
1
$86.34
729.30
142.00
36.30
710.40
$83.15
$4080.10
1
Gas Engine, 300 amp
33.00
20.90
663.00
Hr.
$71.06
$73.85
5868.80
$62.25
$2841.40
Daily
$46.01
$382.80
Carpenter Foreman (outside)
2 Rodmen L.H., Daily Totals
O&P
45.85
18 Carpenters
48
Incl.
Costs
$47.85
1
Open
Bare Daily
528.00
2021.80
1838.00
L.H., Daily Totals
Crew C-12 1
43.55
Crane, 150 Ton
Hr.
16 Carpenters
1
1
Open
Daily
Daily
Hr.
$47.85
$382.80
$73.85
$590.80
45.85
6602.40
70.75
10188.00
50.65
810.40
79.55
1272.80
2 Laborers
36.65
586.40
56.55
904.80
1
Cement
44.05
352.40
65.10
520.80
1
Equip.
48.90
391.20
74.15
593.20
1
Gas Engine
1
Concrete
200 5.92
Hr.
(reinf.)
Finisher
Open (medium) Vibrator
Pump
(Small)
L.H., Daily Totals
33.00
36.30
710.40
781.44
3.72
4.09
$9869.00
$14888.14
$49.34
$74.44
6.51
$2165.40
$55.27
Bare
Incl.
Daily
Costs
O&P
$44.90
$90.22
Crew C-14E 1
Carpenter Foreman (outside)
2 Carpenters
Hr.
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$45.10
$69.85
$47.85
$382.80
$73.85
$590.80
45.85
733.60
70.75
1132.00
$47.85
$382.80
$73.85
$590.80
50.65
1620.80
79.55
2545.60
5 Carpenters
45.85
1834.00
70.75
2830.00
3 Laborers
36.65
879.60
56.55
1357.20
4 Laborers
36.65
1172.80
56.55
1809.60
1
Cement
44.05
352.40
65.10
520.80
50.65
1620.80
79.55
2545.60
1
Gas Engine Vibrator
44.05
704.80
65.10
1041.60
88
1
Carpenter Foreman (outside)
4 Rodmen
(reinf.)
2 Cement Finishers 1
Equip.
Open
(crane)
50.25
402.00
76.20
609.60
1
Equip.
Open
(oiler)
43.55
348.40
66.00
528.00
1
$69.13
4 Rodmen
(reinf.)
Finisher
L.H., Daily Totals
Crew C-14F
80 Ton
1652.00
1817.20
11.47
12.62
L.H., Daily Totals
$8117.60
$11772.40
$56.37
$81.75
Hyd. Crane,
1
144
Labor Foreman (outside)
2 Laborers 6 Cement Finishers 1
Gas Engine
72
728
Per Labor-Hour
1041.60 501.60
$1454.00
Hr.
1041.60
217.14
Hr.
O&P
$62.25
197.40
Daily
Subs
Incl.
63.25
456.00
L.H., Daily Totals
Crew C-11 1
704.80
Bare Costs
>
Crew C-14A
200 2 Cement Finishers
Cost
Incl.
Per Labor-Hour
Vibrator
L.H., Daily Totals
Hr.
33.00
36.30
.38
.41
$4002.20
$6182.70
$45.48
$70.26
Bare
Incl.
Daily
Costs
O&P
$41.81
$62.59
Daily
Hr.
$38.65
$309.20
$59.65
$477.20
36.65
586.40
56.55
904.80
44.05
2114.40
65.10
3124.80
33.00
36.30
.46
.50
$3043.00
$4543.10
$42.26
$63.10
Crews Cost
Incl.
Bare Costs
Crew No.
Crew C-14G
Hr.
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$41.16
$38.65
$309.20
$59.65
$477.20
2 Laborers
36.65
586.40
56.55
904.80
4 Cement
44.05
1409.60
65.10
2083.20
Labor Foreman (outside)
1
Finishers
33,00
Gas Engine Vibrator
1
56
36.30
$2338.20
L.H., Daily Totals
Crew C-14H
Hr.
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$45,15
$69.42
$382.80
$73,85
$590,80
45.85
733.60
70.75
1132.00
1
Rodman
(reinf.)
50.65
405.20
79.55
636.40
1
Laborer
36.65
293.20
56.55
452.40
1
Cement
Finisher
44.05
352,40
65.10
520.80
1
Gas Engine Vibrator
Carpenter Foreman (outside)
2
Skilled
Worker Foremen
8
Skilled
Workers
Hr.
(out)
L.H., Daily Totals
$62,53
Hr.
2
Skilled
Worker Foremen
8
Skilled
Workers
(out)
36,30
.69
.76
$45.84
$70,18
Bare
Incl.
Daily
Costs
O&P
$42,80
$382.80
$73,85
$590,80
45.85
2200,80
70.75
3396.00
4 Laborers
36.65
1172,80
56.55
1809.60
1
Cement
44.05
352.40
65.10
520.80
1
Gas Engine Vibrator
Carpenter Foreman (outside)
Finisher
L.H., Daily Totals
1
Hr.
36.30
.34
.38
$43.14
$66.18
Carpenter Foreman (outside)
$47.85
Bare
Incl.
Daily
Costs
O&P
$44,56
$68.41
$382.80
$73.85
$590,80
2 Carpenters
45.85
733,60
70.75
1132.00
Rodman
50.65
405.20
79.55
636,40
1
(reinf.)
2 Laborers
36.65
586.40
56.55
904.80
Cement
44,05
352,40
65,10
520.80
1
Finisher
Open (medium)
1
Equip.
1
Gas Engine Vibrator
48.90
391.20
74.15
Pump
Concrete
(Small)
L.H., Daily Totals
Carpenter Foreman (outside)
$47.85
11.62
12.78
$3595.00
$5195.74
$56.17
$81.18
Hr.
Daily
Costs
$73.85
$590.80
$43.14
2 Carpenters
45.85
733,60
70.75
1132.00
3 Laborers
36,65
879.60
56.55
1357.20
2
Cement
Finishers
44.05
704.80
65.10
1
Rodman
(reinf.)
50.65
405.20
79.55
$3106.00
L.H., Daily Totals
1
Hr.
Labor Foreman (outside)
3 Laborers 2
Cement
1
Equip.
Open (medium)
1
Gunite
Pump
Finishers
$76.70
Bare
Incl.
Daily
Costs
O&P
$47.76
Daily
Hr.
(crane)
50.25
100.50
76.20
80 Ton
.25 Trowel, 48" Walk-Behind L.H., Daily Totals
Hr.
Skilled
Workers
.375 Equip. Open (crane)
83
152.40
13.40
14.74
5,20
5.72
$4342.90
$6531.04
$52,96
$79.65
Bare
Incl.
Daily
Costs
O&P
$47.79
Daily
Hr.
$49.30
$788.80
$76.35
$1221.60
47.30
3027.20
73.25
4688.00
150.75
76.20
228.60
50.25
.375 Hyd. Crane, 80 Ton L.H., Daily Totals
Hr.
$73.95
619.50
681.45
7.46
8.21
$4586.25
$6819.65
$55.26
$82.16
Bare
Incl.
Daily
Costs
O&P
$47,82
$73.98
Daily
Hr.
2
Skilled
Worker Foremen
$49.30
$788.80
$76.35
$1221.60
8
Skilled
Workers
47.30
3027.20
73.25
4688.00
Open
50.25
201.00
76.20
304.80
(out)
$73.93
454.30
413,00
Hyd. Crane,
(crane)
80 Ton
L.H., Daily Totals
826,00
908.60
9.83
10.82
$4843.00
$7123.00
$57.65
$84.80
Bare
Incl.
Daily
Costs
O&P
$47.70
Incl.
Hr.
Daily
Hr.
O&P $49.30
$788.80
$76.35
$1221.60
47,30
3027.20
73.25
4688.00
$73.87
$66.08
$43,14
Workers
8
Skilled
1
Hyd. Jack with Rods L.H., Daily Totals
Crew C-18
$66,08
Bare
Incl.
Daily
Costs
O&P
$40.80
$477.20
36.65
879.60
56.55
1357.20
44,05
704,80
65,10
1041.60
48.90
391.20
74.15
593.20
L.H., Dally Totals
Hr.
1
Laborer
2
Cement
1
Equip.
Open (medium)
1
Gunite
Pump
Finishers
Rig
2 -50’ Air Hoses, 3/4" 2 -50' Air Hoses, 2" Aerial Lift Truck, 60’
32
Hr.
$59.65
Hoses, 2
Crew C-16A
1
$50.28
94.55
104.01
1.18
1.30
$3910.55
$6013.60
$48,88
$75.17
370.40
407,44
6.50
7,15
$61.95
1
Laborer
1
Concrete Cart, 10
9
L.H., Daily Totals
Hr.
Bare
Incl.
Daily
Costs
O&P
$36.87
$56.89
Daily
Hr.
$38.65
$38,65
$59,65
$59.65
36.65
293.20
56.55
452.40
C.F.
60.20
66.22
6.69
7.36
$392.05
$578.27
$43,56
$64.25
.
Crew C-19 .125 Labor Foreman (outside) 1
Laborer
Hr.
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$36.87
$38.65
$38.65
$59.65
$59.65
36.65
293.20
56.55
452.40
$56.89
"
-50’ Air
56
2,80
$6212.95
636.40
$4758.00
$309.20
Rig
2.55
$4072.75
1041.60
$38.65
2 -50' Air Hoses, 3/4"
2
Daily
76.20
227.15
Open
.125 Labor Foreman (outside)
Crew C-16
76.20
206.50
.25 Hyd, Crane,
80
72
50.25
$73.90
36.30
781.44
$382,80
4688.00
4688.00
2 Skilled Worker Foremen (out) 1
$1221.60
73.25
593.20
710.40
Daily
$76.35
3027.20
$1221.60
Crew C-17E Hr.
$47.73
$788.80
47,30
73,25
CrewC-17D
Bare
Crew C-15
O&P
$76.35
84 64
Costs
3027.20
.5 1
Incl.
Daily
$788.80
.5 Equip.
33,00
Hr.
$49.30
Hr.
Crew C-17C
$6353,50
Daily
Bare
47.30
82
33.00
Hr.
$73,87
$5909.60
$49.30
Skilled
.25 Equip.
$65.80
$4141.80
Daily
$47.70
4688.00
Workers
8
Crew C-14M
$73.87
$1221.60
73.25
L.H., Daily Totals
2 Skilled Worker Foremen (out)
96
$47.70
$76.35
50,25
Crew C-17B
$3368.70
$47.85
1
6 Carpenters
Incl.
O&P
$788.80
Hr.
,125 Equip. Open (crane)
81
33,00
Hr.
Bare Costs
3027,20
.125 Hyd. Crane, 80 Ton
$2200.20
Daily
Per Labor-Hour
Daily
47.30
$3816.00
Crew C-17A
8
CrewC-14L
Hr.
O&P
$49.30
L.H., Daily Totals
2 Skilled Worker Foremen (out)
48
Daily
Subs
.65
$41,75
$47.85
1
$61.88
$3501.50
2 Carpenters
Bare Costs
Crew C-17
80 ,59
Cost
Incl.
Crew No.
Per Labor-Hour
L.H., Daily Totals
Boom
15,50
17.05
7.01
7,71
1
Concrete Cart, 18
$2677,20
$3900.84
$47.81
$69.66
9
L.H., Daily Totals
Bare
Incl.
Daily
Costs
O&P
$43.41
$65,22
Daily
Hr.
$36.65
$293.20
$56.55
$452,40
44.05
704.80
65,10
1041,60
391,20
74.15
48,90
C.F.
Crew C-20
Hr.
101.20
111.32
11.24
12.37
$433.05
$623.37
$48.12
$69.26
Bare
Incl.
Daily
Costs
O&P
$39.36
$60.21
Daily
Hr.
$38.65
$309.20
$59,65
$477.20
5 Laborers
36.65
1466.00
56.55
2262.00
44.05
352.40
65.10
520,80
48,90
391.20
74.15
593.20
1
Labor Foreman (outside)
593.20
1
Cement
370,40
407.44
1
Equip,
6.50
7,15
15.50
17.05
456.00
501.60
26.51
29,16
$2237.60
$3020.44
$69.92
$94.39
Finisher
Open (medium)
2 Gas Engine Vibrators 1
Concrete
64
Pump
(Small)
L.H., Daily Totals
66.00
72.60
710.40
781.44
12,13
13.34
$3295.20
$4707.24
$51.49
$73.55
729
Crew: Cost
Incl.
Bare Costs
Crew No.
Subs
O&P
lCrewC-21
Hr.
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$39.36
$60.21
$38.65
$309.20
$59.65
$477.20
1
Laborer
36.65
1466.00
56.55
2262.00
1
Concrete Mixer, 10
1
Cement
44.05
352.40
65.10
520.80
8
L.H., Daily Totals
1
Equip. Oper. (medium)
48.90
391.20
74.15
593.20
Labor Foreman (outside)
Finisher
66.00
2 Gas Engine Vibrators 1
Concrete Conveyer
64
L.H., Daily Totals
Crew C-22 1
Rodman Foreman
4 Rodmen
Hr.
(outside)
(reinf.)
.125 Equip. Oper. (crane)
.125 Equip. Oper.
$52.65
L.FI.,
4.24
4.66
$43.60
$64.87
$421.20
$82.70
Bare
Incl.
Daily
Costs
O&P
$661.60
$50.85
$79.75
1620.80
79.55
2545.60
50.25
50.25
76.20
76.20
43.55
66.00
93.22
.125 Hyd. Crane, 25 Ton
42
225.94
$4151.74
Hr.
Hr.
Daily
$3451.95
Hr.
Skilled
Worker Foremen
6
Skilled
Workers
(out)
Daily
$49.30
$788.80
$76.35
$1221.60
47.30
2270.40
73.25
3516.00
1
Equip. Oper. (crane)
50.25
402.00
76.20
609.60
1
Equip. Oper.
43.55
348.40
66.00
528.00
1
Lattice
80
Boom
Crane,
90 Ton
L.H., Daily Totals
Hr,
2.22
$53.07
Labor Foreman (outside)
$38.65
Bare
Incl.
Costs
O&P
$47.62
1681.90
19.11
21.02
$66.73
$94.46
$59.65
36.65
586.40
56.55
Bare
Incl.
Daily
Costs
O&P
$477.20
$41.15
Equip. Oper. (crane)
50.25
402.00
76.20
609.60
1
Equip. Oper.
43.55
348.40
66.00
528.00
1
Crawler Crane, 100 Ton
3 Cone. Buckets, 8
40
C.Y.
L.H., Daily Totals
Crew C-24
Hr.
2
Skilled
Worker Foremen
6
Skilled
Workers
1
Equip. Oper. (crane)
1
Equip. Oper.
43.55
1 Lattice
80
(out)
(oiler)
Boom
2 Rodmen
(reinf.)
32
57.47
63.22
$3944.80
$5048.28
$98.62
$126.21
Bare
Incl.
O&P
$47.62
47.30
2270.40
73,25
3516.00
50.25
402.00
76.20
609.60
348.40
66.00
50.93
8
L.H., Daily Totals
$722.80
$928.24
$90.35
$116.03
Bare
Incl.
Daily
Costs
O&P
$40.35
$60.83
Crew C-32 1
Cement
1
Laborer
Finisher
528.00 25.27
$5647.60
$7897.00
$70.59
$98.71
Bare
Incl.
Daily
Costs
O&P
$39.90
$810.40
$79.55
$1272.80
29.15
466.40
49.60
793.60
$2066.40
$39.90
Bare
Crew C-27
Hr.
2 Cement Finishers 1
Concrete
16
$44.05
Saw
L.H., Daily Totals
Crew C-28 1
Cement
1
Portable Air Compressor,
8
L.H., Daily Totals
Hr.
$44.05
Finisher
Crew C-29
Gas
Hr.
Daily
$704.80
Hr.
$65.10
Daily
Costs
$1041.60
$44.05
$64.58
O&P $65.10
192.72
10.95
12.05
$1234.32
$55.00
$77.14
$352.40
Bare
Incl.
Daily
Costs
O&P
66.83
5.72
6.29
$737.15
$1073.91
$46.07
$67,12
1
Bricklayer
1
Bricklayer Helper
Crew D-2
2 Bricklayer Helpers
33,88
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$41.30
$62,95
$1007,20
$41.30
$62.95
Bare
Incl.
Daily
Costs
O&P
$42.50
$64.85
$42.50
$64.85
$45.60
$364.80
$69.50
$556.00
37.00
296.00
56,40
451.20
$660.80
Hr.
Daily
Hr.
$45.60
$1094.40
$69.50
$1668,00
37.00
592.00
56.40
902.40
183.40
70.75
45.85
Carpenter
$1869,80
L.H., Daily Totals
283.00
$2853,40
Hr.
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$42.34
$64.57
$2711.90
$42.34
$64.57
Bare
Incl.
Daily
Costs
O&P
$41.66
$63.41
$45,60
$1094.40
$69.50
$1668.00
2 Bricklayer Helpers
37.00
592.00
56.40
902.40
,25 Carpenter
45.85
91.70
70.75
Crew D-4 Bricklayer
1
Equip. Oper.
1
Grout Pump, 50 C,F./hr.
32
$1778.10
L.H., Daily Totals
(light)
Hr.
Crew D-5 1
Bricklayer
8
L.H., Daily Totals
Daily
Hr.
141.50
$45.60
$364,80
$69.50
$556.00
37.00
592.00
56.40
902.40
47.05
376.40
71.35
570.80
L.H., Daily Totals
Crew D-6
Hr.
$45.60
134.80
148.28
4.21
4.63
$1468.00
$2177.48
$45.88
$68.05
Bare
Incl.
Daily
Costs
O&P
Daily
$364.80
Hr.
$69,50
$364.80
$556.00
$45,60
$69.50
$556.00
$45,60
$69.50
91.70
70.75
Crew D-7
$67.53
Bare
Incl.
Daily
Costs
O&P
8
L.H., Daily Totals
$362.60
$528.74
$45.33
$66.09
$63.26
45.85
16
3 Bricklayers 2 Bricklayer Helpers L.H., Daily Totals
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$37,60
$55.42
$886.80
$37.60
$55,42
Bare
Incl.
Daily
Costs
O&P
$42.16
$64.26
$42.16
$64.26
$41.95
$335.60
$61.85
$494.80
33.25
266.00
49.00
392.00
$601.60
L.H., Daily Totals
Crew D-8
40
Hr.
141.50
$3163.10
$2074.10
L.H., Daily Totals
$46.26
9.54
$41.48
,25 Carpenter
50
$540.27
$56.55
$63,26
1353.60
$370.10
8.68
$41.48
$1668.00
56,40
Layer Helper
$36.65
O&P
$69.50
Layer
76.34
Costs
888.00
Tile
$452.40
Incl.
Daily
$1094.40
Tile
69.40
Hr.
37.00
1
Pressure Washer
Daily
$45.60
1
Laborer
Hr.
Bare
3 Bricklayer Helpers
3 Bricklayers
2.43
1
730
Hr.
L.H., Daily Totals
$65.10
$56.55
452.40
L.H., Daily Totals
2.21
$293.20
$520.80
56.55
30,80
$44.05
1
$36.65
$65.10
293.20
60.75
19.47
Hr.
$352.40
36.65
Pick-Up System
$520.80
Daily
$44.05
Crack Chaser Saw, Gas, 6 H.P.
17.70
$65.10
Hr.
$65,10
Vacuum
Incl.
175.20
Hr.
Daily
$65.10
$64.58
$880.00
Daily
Hr.
$352.40
1
1
22.98
$1276.80
$44.05
1
2 Bricklayer Helpers
2021.80
$50.65
L.H., Daily Totals
O&P
46.30
$73.44
1838.00
Hr.
Incl.
Costs
Hr.
$44,05
42
Costs
$1221.60
Daily
Bare Daily
Daily
407.44
3 Bricklayers
Daily
$76.35
Hr.
2 Rodmen Helpers
655.38
$788.80
L.H., Daily Totals
Crew C-25
1873.30
$49.30
Crane, 150 Ton
$80,86
$520.80
Finisher
Pump
Crew D-3
595.80
Hr.
$58.75
$62.99
1703.00
Daily
$646.88
904.80
1
(oiler)
24,31
$470,00
370.40
44 2 Laborers
22.10
$73.44
$7557.10
$309.20
$36.65
194.48
$56,55
,
.5 1
$56.55
$452,40
176.80
$82.19
1529.00
Hr.
O&P
2.44
$5338.60
Daily
Incl.
Costs
Grout
3 Bricklayers
Crew C-23A
Bare Daily
Cement
16 (oiler)
Hr.
$293.20
Per Labor-Hour
1
Crew D-1 2
^
Hr.
O&P
1
16
Crew C-23
$36.65 C.F.
Daily
Subs
66.00 102.55
$2229.03
Daily Totals
Hr.
Crew C-31
205.40
50.65
43.55
(oiler)
72.60
$2790.20
Daily
Bare Costs
Crew C-30
5 Laborers
1
Cost
Incl.
Crew No.
Per Labor-Hour
Hr.
Daily
Hr.
$45.60
$1094.40
$69,50
$1668,00
37.00
592.00
56.40
902.40
$1686.40
$2570.40
Cost
Incl.
Bare Costs
Crew No.
Crew D-9
,
Hr.
3 Bricklayers 3 Bricklayer Helpers
48
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$41.30
$62.95
$45.60
$1094.40
$69.50
$1668.00
37.00
888.00
56.40
1353.60
$1982.40
L.H., Daily Totals
$3021.60
$41.30
Cost
Incl.
Crew No.
Per Labor-Hour
$62.95
Bare Costs
Crew E-3A
Hr.
Daily
Subs
Hr.
O&P
Per Labor-Hour Bare
Incl.
Daily
Costs
O&P
$51.77
$91.37
1
Struc. Steel
Foreman
1
Struc. Steel
Worker
1
Welder
1
Welder, Gas Engine,
300 amp
142.00
156.20
1
Aerial Lift Truck, 40'
Boom
325,00
357.50
19.46
21.40
$1709.40
$2706.50
$71.22
$112.77
(outside)
$53.10
$424.80
$93,70
$749.60
51.10
408.80
90.20
721.60
51.10
408.80
90,20
721.60
1
Bare
Crew 0-10
Hr.
Daily
Hr.
Daily
Costs
Incl.
O&P
24 1
Bricklayer
$47.60
$380.80
$72.55
$580.40
1
Bricklayer
45.60
364.80
69.50
556.00
1
Bricklayer Helper
37.00
296.00
56.40
451.20
50.25
402.00
76.20
609.60
Foreman
Open
1
Equip.
1
S.P. Crane,
32
(outside)
(crane)
4x4, 12 Ton
L.H., Daily Totals
Crew 0-11
Hr.
$45,11
$68.66
Crew E-4 1
481.20
529.32
15.04
16,54
$1924.80
$2726.52
$60.15
$85.20
Daily
Hr.
Daily
L.H., Daily Totals
Struc. Steel
Bare
Incl.
O&P
Foreman
(outside)
3 Struc. Steel Workers 1
Welder, Gas Engine,
32
Costs
Hr.
Hr.
Incl.
Daily
Costs
O&P
$51.60
$53.10
$424.80
$93.70
$749.60
51.10
1226.40
90.20
2164.80
300 amp
L.H., Daily Totals
Crew E-5
Daily
Bare
Hr.
142.00
156.20
4.44
4,88
$1793.20
$3070.60
$56.04
$95.96
Bare
Incl.
Daily
Costs
O&P
$50.66
Daily
Hr.
1
Bricklayer
$47.60
$380.80
$72.55
$580.40
1
Bricklayer
45.60
364.80
69.50
556,00
2 Struc. Steel Foremen (outside)
$53.10
$849.60
$93,70
$1499.20
1
Bricklayer Helper
37.00
296.00
56.40
451,20
5 Struc. Steel Workers
51,10
2044,00
90.20
3608.00
Open
50.25
402,00
76.20
609.60
51.10
408,80
90.20
721.60
43.55
348.40
66.00
24
Foreman
(outside)
$1041.60
L.H., Daily Totals
$1587.60
$43.40
$43.40
Bare
Crew 0-12 1
Bricklayer
1
Bricklayer
Foreman
Hr.
(outside)
Daily
Hr.
Daily
$47.60
$380.80
$72.55
$580.40
45.60
364.80
69.50
556.00
Costs
$41.80
$66.15
$66.15
1
Equip.
1
Welder
1
Equip.
1
Lattice
1
Welder,
32
37.00
592.00
56.40
O&P
Open
(oiler)
Boom
Hr.
Daily
Hr.
$41.80
Gas Engine, 300 amp
L.H., Daily Totals
1
Bricklayer Bricklayer
Foreman
(outside)
Daily
1
1
1 S.P.
48
Open
556,00
Crane, 4x4, 12 Ton
Hr.
Welder Foreman (outside)
1
Welder
Open
1
Equip.
1
Welder, Gas Engine,
366.80 402.00
56.40 70.75 76.20
Bare
Incl.
Costs
O&P
529.32
10.03
11.03
$53,91
$77,99
Daily
$93.70
$749.60
408.80
90.20
721.60
71.35
142.00
Hr.
Daily
$2198.20
Hr.
Struc. Steel
$93.70
$2248.80
3679.20
90.20
6494,40
Open
(crane)
50.25
402.00
76.20
609.60
51.10
408.80
90.20
721,60 528.00
1
Equip,
1
Welder
1
Equip,
Open
(oiler)
43.55
348.40
66.00
1
Equip.
Open
(light)
47.05
376,40
71.35
1
Lattice
1
Welder, Gas Engine,
1
Air
Bare
Incl.
Costs
O&P
$50.42
Boom
2 Impact Wrenches
128
L.H., Daily Totals
Crew E-7
Daily
5.92
$56.33
Incl.
50.25
402.00
76.20
609.60
(oiler)
43,55
348.40
66.00
528.00
53.10
424.80
93.70
749.60
51,10
817.60
90.20
1443.20
Equip.
Open
1
Equip.
Open
Costs
O&P
1
Welder Eoreman (outside)
66,00
528.00
80
1
Struc. Steel
Foreman
1
Struc. Steel
Worker
1
Welder
1
Welder, Gas Engine, L.H., Daily Totals
(outside)
300 amp
$50,19
$85.24
1681.90
27.30
30.03
$4339.40
$6455.50
$77.49
$115.28
Bare
Incl.
Daily
Costs
O&P
$51,77
$53.10
$424.80
$93.70
$749.60
51.10
408.80
90.20
721.60
51.10
408.80
90.20
721.60
(outside)
2 Welders 1
1529.00
Hr.
$50.66
(crane)
1
348.40
Daily
O&P $87.08
$91.59
Bare
43.55
Hr.
Incl.
Costs
Hr.
2886.40
(oiler)
Crew E-3
Bare Daily
Daily
$749.60
2 Welder, Gas Engine,
L.H., Daily Totals
16.02
$103.31
90.20
609.60
9^ Ton
14.57
$65.26
$93.70
2886.40
Crane,
39.60
$13224.04
1635.20
Workers
76.20
Boom
36.00
$8353.60
$424.80
Foreman
Struc. Steel
90.20
Open
173.14
51.10
Struc. Steel
402.00
Equip.
156.20
157.40
$53.10
1
1635.20
1
Hr.
4
50.25
Open
142.00
6.51
51.10
Equip.
570,80
$85.08
(crane)
Struc. Steel
1
300 amp
Compressor, 160 cfm
Workers
4
$87,29
1681.90
1529.00
90 Ton
Crane,
$749.60
(outside)
$50.70
$1274.40
51.10
$93.70
Foreman
O&P
$53.10
$424.80
Struc. Steel
Incl.
Costs
Hr.
Workers
3 Struc. Steel Foremen (outside)
$53.10
1
Bare Daily
Daily
570.80 156.20
$1352.00
Hr.
609.60
$3743.72
376.40
22.98
$110.06
$66.97
481.20
Hr.
20.89
$71.55
566.00
$424.80
300 amp
$43.88
$2587.60
Daily
156.20
$8804.50
902.40
51.10
L.H., Daily Totals
1 Lattice
592.00
$53.10
47.05
(light)
Crew E-2
24
$580.40
69.50
L.H., Daily Totals
1
56
$72.55
364.80
50.25
(crane)
Crew E-1
24
$380.80
45.60
45.85
Carpenter Equip.
$47.60
37.00
2 Bricklayer Helpers
142.00
$5723.80
$63.71
9
1
528.00
1681.90
$63.71
Crew E-6 Crew 0-13
1529.00
Crane, 90 Ton
902.40
$2038.80
$1337.60
L.H., Daily Totals
$87,08
Incl.
80 2 Bricklayer Helpers
(crane)
$91.08
$91.37
Lattice
Boom
1529,00
Crane, 90 Ton
300 amp
L.H., Daily Totals
Crew E-8
Hr.
1
Struc. Steel
Foreman
4
Struc. Steel
Workers
1
Welder Foreman (outside)
(outside)
4 Welders
1681.90
284.00
312.40
22.66
24,93
$5865.80
$8960.70
$73,32
$112.01
Bare
Incl.
Daily
Costs
O&P
$50,45
Daily
Hr.
$53.10
$424.80
$93.70
$749.60
51.10
1635.20
90,20
2886.40
53.10
424.80
93.70
749.60
51.10
1635.20
90.20
2886.40
1
Equip.
Open
(crane)
50.25
402.00
76.20
609.60
142.00
156,20
5.92
6.51
1
Equip,
Open
(oiler)
43,55
348,40
66.00
528.00
$1384.40
$2349.00
$57.68
$97.88
1
Equip.
Open
(light)
47.05
376.40
71.35
1
Lattice
Boom
Crane, 90 Ton
4 Welder, Gas Engine, 300
104
L.H., Daily Totals
amp
1529.00
$86.35
570.80 1681,90
568,00
624,80
20.16
22.18
$7343,80
$11287.10
$70.61
$108.53
731
Crews Cost
Incl.
Bare Costs
Crew No.
Crew E-9
Hr.
2 Struc. Steel Foremen (outside) 5 Struc. Steel Workers
Daily
Subs
Hr.
O&P
Cost
Incl.
Crew No.
Per Labor-Hour Bare
Incl.
Daily
Costs
O&P
$50.70
Bare Costs
Crew E-16
Hr.
$53.10
$849.60
$93.70
$1499.20
1
Welder Foreman (outside)
51.10
2044.00
90.20
3608,00
1
Welder
53.10
424.80
93.70
749,60
1
Welder, Gas Engine,
51.10
2044.00
90,20
3608,00
50.25
402.00
76.20
609.60
$87.29
Daily
Subs
Hr.
O&P
Per Labor-Hour Bare
Incl.
Daily
Costs
O&P
$52.10
$53,10
$424.80
$93.70
$749.60
51.10
408.80
90.20
721.60
$91.95 1
'
Welder Foreman (outside)
1
5 Welders
Open
Equip.
1
Open
Equip.
1
1
Equip.
1
Lattice
(crane)
43.55
Open
(oiler)
47.05
(light)
Boom
5 Welder, Gas Engine, 300
376.40
66.00 71,35
1529.00
90 Ton
Crane,
348.40
amp
16
L.H., Daily Totals
L.H., Daily Totals
528.00
Crew E-17
Hr.
Hr.
710.00
781.00
17.49
19,24
$8728.20
$13636.10
$68,19
$106.53
Bare
Incl.
Daily
Costs
O&P
$749,60
$52,10
Daily
Foreman
1
Struc. Steel
1
Structural Steel
Hr.
(outside)
Worker
Welder Foreman (outside)
$53.10
$424.80
51.10
Welder
1
Welder, Gas Engine,
1
300 amp
408.80
$93.70 90.20
142.00
29,69
$1993.70
$81.79
Bare
Crew E-11
Hr.
1 Building
1
1 Air
Laborer
Open
Equip.
(light)
$40.50
Daily
$648.00
Hr.
$73,05
Daily
Costs
$1168.80
$41.17
36.65
293.20
56.55
452,40
47.05
376.40
71,35
570,80
202.40
Compressor, 250 cfm
Foreman
(outside)
1
Equipment Operator (med.)
1
Lattice
13.85
15,23
7.40
8,13
$1554.25
$2452.32
$48.57
$76.63
Bare
Incl.
Daily
Costs
O&P
Boom
Crane,
$1168,80
$41.17
1
1
36.65
Building Laborer
Equip.
Open
47.05
(light)
$648.00 293.20 376.40
Compressor, 250 cfm
Hr.
$73,05 56.55 71,35
222,64
20.40
22.44
1
Set Sand Blasting Accessories
13.85
15.23
Boom
L.H., Daily Totals
Crew E-llB
Hr.
2
Painters, Struc. Steel
1
Building Laborer
1 Aerial Lift
24
Structural Steel
1
Equip,
1
Lattice
Truck, 60'
Crew E-12 1
Welder Foreman (outside)
1
Equip.
1
Welder,
Open Gas
(light)
Engine,
Crew E-20
Crew E-13
Struc, Steel
1
Welder Foreman (outside)
.5 Equip.
1
Open
(light)
Welder, Gas Engine,
12
1
Welder Foreman (outside)
1
Welder,
8
L.H., Daily Totals
Gas Engine, 300 amp
$75.07
$114,10
Bare
Incl.
Daily
Costs
O&P
$50.42
Daily
Hr.
$53.10
$424,80
$93.70
$749.60
51.10
408.80
90.20
721.60
376.40
71,35
$85.08
570.80
960.50
1056.55
40,02
44.02
$2170.50
$3098.55
$90.44
$129.11
Bare
Incl.
Daily
Costs
O&P
$50.30
$39.22
$749.60
90.20
3608.00 609.60
76.20
348.40
66.00
1
Lattice
Boom
Crane,
40 Ton
Daily Totals
501.60
22.74
25.02
$2221.58
$61.96
$92.57
Bare
Incl.
Daily
Costs
O&P
$50,08
$82,53
$93,70
$749.60
376.40
71.35
570.80
142.00
156.20
8,88
9.76
$943.20
$1476.60
$58.95
$92,29
Bare
Incl.
Daily
Costs
O&P
$51.08
$86.25
$53.10
$424.80
$93,70
$749.60
47.05
188.20
71.35
285,40
(out)
Crew E-24 3 Structural Steel Workers
456.00
$424.80
Hr.
$85.86
528.00
1177.00
1294.70
18.39
20.23
$4396,20
$6789.90
$68,69
$106.09
Bare
Incl.
Daily
Costs
O&P
$47.97
$74.28
$47,97
$74,28
142.00
156.20
11.83
13.02
$755.00
$1191.20
$62.92
$99.27
Daily
Costs
$749.60
$53.10
1
Equipment Operator (med.)
1
Hyd. Crane, 25 Ton
32
1
Welder Foreman (outside)
1
Cutting Torch
8
L.H., Daily Totals
Crew F-3 4 Carpenters Equip.
1
Hyd. Crane, 12 Ton
40
O&P
$394,40
$76.35
$610.80
756.80
73.25
1172.00
$1151.20
Hr.
(crane)
Crew F-4
Daily
$1782.80
Hr.
Bare
Incl.
Daily
Costs
O&P
$50,55
$51,10
$1226.40
$90.20
$2164,80
48.90
391.20
74.15
593.20
Hr.
$53,10
Hr.
745,80
820.38
23.31
25.64
$3578.38
$73,86
$111.82
Bare
Incl.
Daily
Costs
O&P
Daily
Hr.
$53,10
12.54
1.43
1.57
$436.20
$762,14
$54.52
$95.27
Bare
Incl.
Daily
Costs
O&P
$46.73
$71.84
Daily
$93.70
Hr.
$1467.20
$70.75
$2264.00
402.00
76.20
609.60
663.00
729.30
16.57
18.23
$2532.20
$3602.90
$63.31
$90.07
Bare
Incl.
Daily
Costs
O&P
$46.20
$70.87
Daily
Hr.
$45.85
$1467.20
$70.75
$2264.00
1
Equip.
Open
(crane)
50.25
402.00
76.20
609.60
Open
(oiler)
43.55
348.40
66.00
4 Carpenters
142.00
156.20
17.75
19.52
1
Equip.
$566.80
$905.80
$70.85
$113.22
1
Hyd. Crane, 55 Ton L.H,, Daily Totals
$93.70
$749.60
11.40
$424.80
50.25
Hr.
$86.19
$2363.40
$45.85
L.H., Daily Totals
Incl.
$93.70
Open
1
Hr.
47,30
L.H., Daily Totals
Crew E-25
Daily
$49.30
L.H., Daily Totals
$67.55
$1487.00
Hr.
$93,70
2044,00 402,00
24
98.78
$93,70
$424.80
51.10 50,25
Incl.
Hr.
$53.10
43,55
O&P
Hr.
Hr.
(oiler)
Bare Hr.
Daily
(crane)
48
732
26,41
$4564.15
Open
Costs
Daily
24.01
$3002.90
Open
Daily
$424,80
593.20
1056.55
Equip.
Workers
47.05
$53.10
74.15
$87.69
960.50
Equip.
Worker Foreman
$53.10
Hr.
391.20
1
Crew E-22
Bare
Crew E-14
48.90
1
Skilled
Daily
2164.80
$68,50
Skilled
89.80
L.H., Daily Totals
(outside)
1
452,40
300 amp
Foreman
5 Structural Steel Workers
2
$1168.80
Hr.
$51.06
$749.60
90,20
Hr.
23.81
56.55
16L.H., Daily Totals
O&P
$93.70
L.H., Daily Totals
$92.31
$73.05
300 amp
Incl.
Costs
1226.40
Crane, 20 Ton
21.65
Daily
Bare Daily
$424.80
47.05
(light)
Boom
$62,82
293.20
Hr.
Open
501.60
36.65
Boom
(outside)
Worker
$2953.92
$648.00
L.H., Daily Totals
Hr.
51.10
Hr.
456.00
$40.50
2 Paint Sprayer, 8 C.F.M.
Daily
$53.10
20 Ton
$2010.25
Daily
$91.95
570.80
202.40
32
$52,10
721.60
452,40
Sandblaster, Portable, 3 C.F.
Truck, 60'
$1471.20
$749.60
90.20
22,44
1
1 Aerial Lift
Foreman
Struc. Steel
1
64 LH., 1 Air
$91,95
$93.70
408.80
L.H., Daily Totals
1
1
$40.50
$52.10
$424,80
222.64
20.40
2 Painters, Struc. Steel
O&P
O&P
Set Sand Blasting Accessories
Daily
Costs
$68.50
Sandblaster, Portable, 3 C.F.
Hr.
Incl.
Daily
Incl.
1
Crew E-llA
Hr.
$124.61
1
L.H.. Daily Totals
Daily
32.66
24
32
$101,71
Bare
51.10
Hr.
Crew E-19
2 Painters, Struc. Steel
$60.98
721.60
366.30
$1308.60
L.H., Daily Totals
$1627.40
$91.95
40 16
$975.60
156.20
333.00
Flatbed Truck, Gas, 3 Ton
9.76
$833.60
3 Structural Steel Workers 1
8,88
$53.10
L.H., Daily Totals
Struc. Steel
1 1
156.20
570.80
Crew E-18 Crew E-10
142.00
1681,90
16
128
300 amp
528,00
1137.00
1250.70
23.69
26.06
$3354.60
$4652.30
$69.89
$96.92
Crews Cost
Incl.
Crew No.
Crew F-5 Carpenter Foreman (outside)
1
3 Carpenters
32
2 Building Laborers
Open
(crane)
1
Equip.
1
Hyd. Crane, 12 Ton
2 Carpenters 2 Building Laborers
Bare
Incl.
Costs
O&P
$46.35
$71.53
$73.85
$590.80
1100.40
70.75
1698.00
$1483.20
Hr.
Daily
$2288.80
Hr.
Bare
Incl.
O&P
$43.05
22.35
24.59
4.31
4.74
$401.25
$603.89
$50.16
$75.49
Bare
Incl.
Daily
Costs
O&P
$47.58
$78.60
$2515.20
$47.58
$78.60
Bare
Incl.
Daily
Costs
O&P
$41.58
$63.52
$1524.40
$41.58
$63.52
Bare
Incl.
Daily
Costs
O&P
$39.35
$60.35
$39.35
$60.35
Hr.
18.23
$84.39
Bare
Incl.
Daily
Costs
O&P
$41.25
$63.65
Daily
Hr.
$45.85
$733.60
$70.75
$1132.00
36.65
586.40
56.55
904.80
$1320.00
Hr.
Crew Truck L.H., Daily Totals
Hr.
$41.95
Daily
Hr.
$41.25
Bare
Incl.
Daily
Costs
O&P
$36.58
$62.26
247.28
9.89
10.88
$46.47
$73.15
$335.60
$63.15
$505.20
Plasterer Helper
37.20
297.60
56.00
448.00
Building Laborer
36.65
293.20
56.55
452.40
32
Crew H-2 2 Glaziers Building Laborer
Bare
Incl.
Costs
O&P
$38.60
134.80
148.28
5.62
6.18
$1553.88
$44.22
$64.75
Hr.
Daily
Hr.
Daily
Incl.
Costs
O&P
$313.20
$66.65
$533.20
29.15
233.20
49.60
396.80
$34.98
293.20
56.55
157.00
172.70
30.93
34.02
$2198.88
$65.91
$91.62
Hr.
Daily
$875.20
$83.55
$1336.80
36.65
586.40
56.55
904.80
$1461.60
Hr.
Daily
1
Labor Foreman (outside)
1
Flatbed Truck, Gas, 1.5 Ton
1
Air
$2241.60
Hr.
Daily
24
$38.65
$309.20
$59.65
$477.20
36.65
586.40
56.55
904.80
Compressor, 160 cfm
270.20
297.22
157.40
173.14
$1323.20
L.H., Daily Totals
Hr.
Daily
16
1
Roofer Foreman (outside)
2 Roofer Helpers 1
Application Equipment
$1852.36
Hr.
Daily
40
L.H., Daily Totals
$41.15
$329.20
$70.05
$560.40
39.15
626.40
66.65
1066.40
29.15
466.40 199.20
$1621.20
$1072.00
56.55
452.40
$998.00
Hr.
Daily
Hr.
$629.60
L.H., Daily Totals
Crew H-4 1
Carpenter
1
Carpenter Helper
Hr.
Hr.
Bare
Incl.
Daily
Costs
O&P
$42.87
$65.75
$1315.00
$42.87
$65.75
Bare
Incl.
Daily
Costs
O&P
$40.05
$366.80
$70.75
$566.00
34.65
277.20
53.70
429.60
213.40
79.85
53.35
J-1
Daily
$965.60
$45.85
$857.40
L.H., Daily Totals
Hr.
Daily
Hr.
319.40
$41.95
$1006.80
$63.15
$1515.60
37.20
595.20
56.00
896.00
Mixing Machine, 6 C.F. L.H., Daily Totals
Bare
Incl.
Costs
O&P
3 Plasterers
$45.67
$60.29
143.60
157.96
3.59
3.95
$1745.60
$2569.56
$43.64
$64.24
$45.67
Bare
Incl.
Daily
Costs
O&P
$40.14
Bare
Incl.
O&P
17.82
$55.13
49.60
Hr.
$41.95
$1006.80
$63.15
$1515.60
37.20
595.20
56.00
896.00
40.60
324.80
59.70
477.60
$60.19
1
Lather
1
Mixing Machine, 6 C.F.
143.60
L.H., Daily Totals
157.96
2.99
3.29
$2070.40
$3047.16
$43.13
$63.48
Hr.
Bare
Incl.
Daily
Costs
O&P
$38.23
Daily
Hr.
$57.58 1
Terrazzo Worker
1
Terrazzo Helper
1
Floor Grinder, 22" Path
1
Terrazzo Mixer
$41.65
$333.20
$61.40
$491.20
34.80
278.40
51.30
410.40
$56.35
97.90
107.69
192.60
211.86
18.16
19.97
$902.10
$1221.15
$56.38
$76.32
Bare
Incl.
Daily
Costs
O&P
$41.58
19.60
$77.18
Bare
Incl.
Costs
O&P
$35.55
Daily
$70.05
Costs
$37.32
Hr.
$70.05
L.H., Daily Totals
Crew J-4
2 Roofers Composition
$67.00
293.20
429.60
16
Crew G-5
$704.80
36.65
$536.00
Crew J-3
2 Building Laborers
$44.05
53.70
48
Crew G-4
Hr.
452.40
$54.70
L.H., Daily Totals
Daily
$67.00
2 Plasterer Helpers
32
Hr.
277.20
Crew J-2
2 Building Laborers
$1522.40
$57.60
$1581.85
Daily
1443.20
$352.40
1
Hr.
$1072.00
90.20
34.65
40
L.H., Daily Totals
$67.00
817.60
643.77
585.25
Pickup Truck, 3/4 Ton
$704.80
51.10
$44.05
2 Plasterer Helpers
36.65
$44.05
Helper
3 Plasterers
Rig, Trailer-Mtd.
Hr.
Glazier
Crew $39.15
Daily
$70.75
13.31
1
20 Bare
$70.75
1
$58.57
$1061.20
Hr.
L.H., Daily Totals
.5 Electrician L.H., Daily Totals
$366.80 12.10
L.H., Daily Totals
Crew H-3
$4096.20
Daily
2 Glaziers
24
224.80
Hr.
Crew H-1
1
793.60
1
Grout Pump, 50 C.F,/hr,
$63.65
$2602.40
Daily
$45.85
2 Struc. Steel Workers
$2036.80
1
2 Sheet Metal Workers
$45.85
L.H., Daily Totals
16.57
$59.63
143.00
Crew G-3
$566.00
Pneumatic Nailer
729.30
$3375.70
130.00
1
O&P
1
663.00
Tar Kettle/Pot
24
Incl.
Costs
Hr.
8
$66.16
$2385.00
1
Foam Spray
Bare Daily
Daily
Small Compressor, Electric
219.12
Building Laborer
3.90
$70.56
Carpenter
49.60
1
3.55
$42.70
1
199.20
1
49.17
$1128.88
1
466.40
Roofer Helper
44.70
$683.20
609.60
29.15
Roofer Composition
$66.65
904.80
Application Equipment
1
$39.15
13.31
76.20
1
1
$1066.40
56.55
2 Roofer Helpers
Crew G-2A
O&P
586.40
2132.80
24
Hr.
Incl.
Costs
402.00
$560.40
1
L.H., Daily Totals
Bare Daily
50.25
66.65
Plasterer
$66.65
12.10
2 Pneumatic Nailers
Crew G-7
$626.40
Hr.
Per Labor-Hour
36.65
$70.05
1
$39.15
Small Compressor, Electric
Daily
O&P
$1132.00
1252.80
Crew G-2
Hr.
Subs
$70.75
$329.20
1
Bare Costs
$733.60
39.15
56
2 Roofers Composition
16
Costs
$41.15
Roofer Foreman (outside)
$71.53
Daily
4 Roofers Composition
1
Crew G-6A
1
$46.35
Cost
Incl.
Crew No.
Per Labor-Hour
Daily
$382.80
L.H., Daily Totals
Crew G-1
Hr.
O&P
45.85
L.H., Daily Totals
Crew F-7
Daily
Subs
$47.85
$45.85
2 Carpenters
32
Hr.
L.H., Daily Totals
Crew F-6
40
Bare Costs
Hr.
Daily
Hr.
$60.51 2
Cement
1
Laborer
1
Floor Grinder, 22" Path
97.90
107.69
1
Floor Edger, 7" Path
39.15
43.06
1
Vacuum
60.75
66.83
8.24
9.07
$1195.80
$1711.58
$49.83
$71.32
Finishers
$44.05
$704.80
$65.10
$1041.60
36.65
293.20
56.55
452.40
$62.25
793.60
219.12
$2639.52
4.98
$40.53
5.48
$65.99
24
Pick-Up System
L.H., Daily Totals
733
Cost
Incl.
Bare Costs
Crew No.
Subs
O&P
Cost
Incl.
Crew No.
Per Labor-Hour Bare
Incl.
Daily
Costs
O&P
$40.35
$60.83
Bare Costs
Subs
O&P
Bare
Incl.
Daily
Costs
O&P
$50,13
$77.08
$925.00
$50.13
$77.08
Bare
Incl.
Daily
Costs
O&P
$43.08
$66.73
$43.08
$66.73
1
Crew J-4A
Hr.
2 Cement Finishers 2 Laborers
Daily
Hr.
$44.05
$704.80
$65.10
$1041.60
36.65
586.40
56.55
904.80
.5
12
1
Floor Grinder, 22" Path
97.90
107.69
1
Floor Edger, 7" Path
39.15
43.06
1
Vacuum
60.75
66.83
1
Crew L-3A
Pick-Up System
Floor Auto Scrubber
1
Hr.
Carpenter Foreman (outside)
Sheet Metal Worker
L.H., Daily Totals
212.15
233.37
12.81
14.09
$2397.34
$53.16
$74.92 1
Crew J-4B 1
Hr.
$36.65
Laborer
1
Floor Auto Scrubber
8
L.H., Daily Totals
Daily
$293.20
Hr.
$56.55
Daily
$452.40
Bare
Incl.
Costs
O&P
$36.65
212.15
233.37
26.52
29.17
$685.76
$63.17
$85.72
Hr.
2 Painters 1 Building
1
Equip.
Laborer
Open
(light)
Air
1
Sandblaster, Portable, 3 C.F.
Hr.
Daily
$39.55
$632.80
$59.50
$952.00
36.65
293.20
56.55
452.40
47.05
376.40
71.35
570.80
Compressor, 250 cfm
1
Daily
202.40
222.64
20.40
22.44
Bare
Incl.
Costs
O&P
$40.70
$61.73
Foreman
32
L.H., Daily Totals
15.23
7.40
8.13
$1539.05
$2235.51
$48.10
$69.86
Bare
Crew J-7
Hr.
$39.55
2 Painters
Daily
$632.80
Hr.
$59.50
Incl.
Daily
Costs
O&P
$952.00
$39.55
$59.50
1
Floor Belt Sander
15.90
17.49
1
Floor Sanding Edger
15.55
17.11
16
$664.25
L.H., Daily Totals
Crew K-1
Hr.
1
Carpenter
1
Truck Driver
1
Flatbed Truck, Gas, 3 Ton
16
(light)
1
Struc. Steel
Foreman
1
Struc. Steel
1
Truck Driver
1
Daily
Costs
O&P
$41.17
$70.75
$566.00
36.50
292.00
55.70
445.60
Hr.
366.30
20.81
22.89
$991.80
$1377.90
$61.99
$86.12
Hr.
Bare
Incl.
Daily
Costs
O&P
$749.60
$46.90
$79.87
$53.10
$424.80
$93.70
Worker
51.10
408.80
90.20
721.60
(light)
36.50
292.00
55.70
445.60
(outside)
333.00
366.30
$2283.10
$1458.60
L.H., Daily Totals
$63.23
333.00
Daily
$60.77
Crew
L-1
1 Electrician
1
Plumber
16
1
Carpenter
1
Carpenter Helper
16
1
Carpenter
.5 Electrician .5
16
Costs
$55.45
$83.38
57.55
460.40
86.90
695.20
$1334.00
$55.45
$83.38
Bare
Incl.
Daily
Costs
O&P
$40.25
$62.23
$995.60
$40.25
$62.23
Bare
Incl.
Daily
Costs
O&P
$49.94
$76.22
$887.20
Hr.
Sheet Metal Worker L.H., Daily Totals
734
Daily
Hr.
$45.85
$366.80
$70.75
$566.00
34.65
277.20
53.70
429.60
L.H., Daily Totals
Crew L-3
O&P
Daily
$638.80
L.H., Daily Totals
Crew L-2
Incl.
$79.85
Hr.
$644.00
Hr.
Daily
Hr.
3608.00
Open
50.25
402.00
76.20
1
Equip.
1
Hyd. Crane, 25 Ton
56
(crane)
L.H., Daily Totals
Struc. Steel
Foreman
Open
1
Equip.
1
S.P. Crane, 4x4,
32
Hr.
(outside)
(crane)
Crew L-5B Foreman
13.32
14,65
$3616.60
$5787,58
$64.58
$103.35
Bare
Incl.
Daily
Costs
O&P
$51.39
Daily
Hr.
$424.80
$93.70
$749.60
817.60
90.20
1443.20
50.25
402.00
76,20
609.60
Hr.
667,92
18.98
20.87
$2251.60
$3470.32
$70.36
$108.45
Bare
Incl.
Daily
Costs
O&P
$52.53
Daily
Hr.
$53.10
$424.80
$93.70
$749.60
51.10
817.60
90.20
1443.20
2 Electricians
53.35
853,60
79.85
1277,60
2 Steamfitters/Pipefitters
58.50
936.00
88.35
1413.60
609.60
Struc. Steel
(outside)
$87.58
607.20
2 Structural Steel Workers
1
Equip.
Open
(crane)
50.25
402.00
76.20
1
Equip.
Open
(oiler)
43.55
348.40
66.00
1
Hyd. Crane,
72
80 Ton
L.H., Daily Totals
Crew L-6 1
Plumber
.5 Electrician
Hr,
$83.63
Crew L-7
528.00
1652.00
1817.20
22.94
25.24
$5434,40
$7838.80
$75,48
$108,87
Bare
Incl.
Daily
Costs
O&P
$56.15
$84.55
$56.15
$84.55
Daily
Hr.
$57,55
$460.40
$86.90
$695.20
53.35
213.40
79,85
319.40
$1014.60
$673.80
L.H., Daily Totals
1
Building Laborer
Hr.
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$44.29
$67.99
$1903.80
$44.29
$67.99
Bare
Incl.
Daily
Costs
O&P
$48.19
$73.98
2 Carpenters
Plumber
20
$1479.60
$48.19
$73.98
Bare
Incl.
Daily
Costs
O&P
$41.83
$66.78
Labor Foreman
$70.75
$566.00
79.85
319.40
.5 Electrician
218.80
83.55
334.20
36 $76.22
(inside)
2 Building Laborers 1
$41.83
$66.78
$70.75
$1132.00
293.20
56.55
452.40
213,40
79.85
$1240.20
Hr.
Struc. Steel
Worker
L.H., Daily Totals
Daily
Hr.
319.40
$45.85
$733.60
$70,75
$1132.00
57.55
230,20
86,90
347.60
$963.80
L.H., Daily Totals
Crew L-9 1
$733.60
36.65
L.H., Daily Totals
Crew L-8
.5
$45.85
53.35
.5 Electrician
28
213.40
$49.94
609.60
820.38
51,10
25 Ton
$88.70
745,80
$53.10
L.H., Daily Totals
$366.80
$1219.60
$51.26
$749.60
53.35
$799.00
O&P
90.20
$45.85
54.70
Costs
$95.13
$426.80
Daily
Incl.
Daily
$93.70
15.26
$53.35
Hr.
Hr.
Bare
2044,00
(outside)
2 Carpenters
Bare
Daily
$1601.60
$424.80
12
13.88
429.60
$61.66 Incl.
$366.80
Flatbed Truck, Gas, 3 Ton
24
Hr.
$41.52
$1172.00
53.70
2.16
Bare
$45.85
L.H., Daily Totals
Crew K-2
Daily
$986.60
$73.25
277.20
51.10
1
1.97
$756.80
34,65
$53.10
Struc. Steel
Crew L-5A
13.85
Hr.
5 Struc. Steel Workers
1
Set Sand Blasting Accessories
Daily
$47.30
Hr.
2 Structural Steel Workers 1
334.20
$1034,00
Crew L-5 1
Crew J-6
$590.80
83.55
L.H., Daily Totals
$56.55
$505.35
$73.85
218.80
Hr.
Helper
24
$382.80
54.70
$601.60
Crew L-4
$1701.15
Hr.
$47.85
L.H., Daily Totals
2 Skilled Workers
32
Daily
Per Labor-Hour
Hr.
Daily
Hr.
$37.15
$297.20
$57.30
$458.40
36.65
586.40
56.55
904.80
51,10
408.80
90.20
721.60
53.35
213.40
79.85
319.40
$1505.80
$2404.20
2
Cost
Inch
Bare Costs
Crew No.
Crew L-10 Foreman
1
Struc. Steel
1
Structural Steel
1
Equip.
1
Hyd. Crane, 12 Ton
24
Open
Hr.
(outside)
Worker
(crane)
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$51.48
$53.10
$424.80
$93.70
$749.60
51.10
408.80
90.20
721.60
50.25
402.00
76.20
609.60
L.H., Daily Totals
CrewL-11
Hr.
2 Wreckers
$86.70
729.30
27.63
30.39
$1898,60
$2810.10
$79.11
$117.09
Daily
Hr.
Daily
$586.40
$61.60
$985.60
Crew 0-3 1
1
663.00
$36,65
Bare Costs
Plumber Foreman
Hr.
(inside)
2 Plumbers
Bare
Cost
Incl.
Crew No.
Per Labor-Hour
Plumber Apprentice
32
Costs
O&P
$42.65
$67,69
Plumber Foreman
1
Plumber
Incl.
O&P
$54.80
$82.75
$2648.00
$54.80
$82.75
Bare
Incl.
Daily
Costs
O&P
$54.80
$87,65
$701.20
920.80
86.90
1390,40
368.40
69.55
Hr.
(inside)
Bare Costs
$464.40
$1753,60
Daily
Hr.
556,40
$58.05
$464.40
$87.65
$701.20
57.55
460.40
86.90
695.20
1
Equip,
Open
(crane)
50.25
402.00
76.20
609.60
1
Welder (plumber)
57.55
460.40
86.90
695.20
1
Equip.
Open
(light)
47.05
376,40
71.35
570.80
1
Plumber Apprentice
46.05
368.40
69.55
556.40
1
Hyd. Excavator, 2.5 C.Y.
1637,00
1800.70
1
Welder, Electric,
1
Loader, Skid Steer,
308.80
339.68
60.81
66,89
$3310.60
$4306.38
$103.46
$134.57
32
78
H.P.
L.H., Daily Totals
Crew M-1
Hr.
3 Elevator Constructors 1
Elevator Apprentice
Hr.
Daily
Costs
O&P
$70.44
$105.39
1,50
1.65
$1779.60
$110,95
$2662.80
59,30
474.40
88.70
709.60
48.00
52.80
$2302.00
L.H., Daily Totals
Crew M-3
Incl.
$74.15
5 Hand Tools
32
Daily
Bare
Hr.
Daily
Hr.
$71.94
Bare
Incl.
Daily
Costs
O&P
$55.92
$55.35
$442.80
$82.85
$662.80
36.65
293.20
56,55
452.40
.25 Equipment Operator (med.)
48.90
97,80
74,15
148.30
Electrician
1
Common
Foreman
(outside)
1
Elevator Constructor
74,15
593.20
110.95
887.60
1
Elevator Apprentice
59.30
474.40
88.70
709.60
Hr.
1
Steamhtter
1
Steamfitter Apprentice
$107.04
$84,14
L.H., Daily Totals
Crew Q-5
16
$3425,20
Laborer
1
32
300 amp
Steamhtter Apprentice
24
Steamhtter Foreman
20 Ton
140.10
154.11
4.12
4.53
$2041.50
$3014.81
$60.04
$88,67
1
34
L.H., Daily Totals
Crew M-4
Hr.
Daily
Hr.
Daily
Bare
Incl.
Costs
O&P
(inside)
Electrician
1
Common
Foreman
(outside)
Laborer
.25 Equipment Operator, Crane .25 Equip,
Open
(oiler)
$55.35
$442.80
$82.85
$662.80
36.65
293.20
56.55
452.40
50.25
100.50
76.20
152,40
43.55
87,10
66.00
132.00
1
Elevator Constructor
74,15
593.20
110.95
887.60
1
Elevator Apprentice
59.30
474,40
88.70
709,60
$55.31
36
40 Ton
L.H., Daily Totals
1
Plumber
1
Plumber Apprentice
Hr.
178.25
196.07
4,95
5,45
$2169.45
$3192,88
$60.26
$88.69
Daily
Hr.
Daily
$57.55
$460,40
$86,90
$695.20
46.05
368,40
69.55
556.40
Bare
Incl.
Costs
O&P
$51.80
1
Steamhtter Foreman
1
Steamhtter
$828.80
L.H., Daily Totals
$1251.60
$51.80
Hr.
Daily
Hr.
Daily
1
1
1
Welder, Electric,
Foreman
(outside)
Plumber
$59.55
$119.10
$89.90
$179,80
57.55
460.40
86,90
695.20
10
$875.00
$579.50
L.H., Daily Totals
Hr.
Daily
Hr.
Daily
Plumber
1
Plumber Apprentice
$57.55
$460.40
$86.90
$695.20
46.05
368,40
69.55
556,40
Incl.
O&P
1
Open (medium)
Trencher, Chain Type,
24
48.90 8'
391.20
74,15
$5558.40
$4596.00
L.H., Daily Totals
Crew Q-2
Hr.
Daily
Hr.
1
Plumber Apprentice
24
L.H., Daily Totals
46.05
$920.80
$86.90
368.40
69.55
$1289,20
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$55.70
$84.11
$2691.60
$55.70
$84.11
Bare
Incl.
Daily
Costs
O&P
$55.70
$84,11
$59.00
$472.00
$89.10
$712.80
58.50
936.00
88.35
1413.60
374.40
70.65
46.80
Daily
Hr.
565.20
706.80
Welder (steamhtter)
58.50
468.00
88.35
706.80
Steamhtter Apprentice
46,80
374.40
70.65
565.20
300 amp
L.H., Daily Totals
Hr.
Sheet Metal Worker Sheet Metal Apprentice
55.30
60.83
1.73
1.90
$1837.70
$2752.43
$57,43
$86.01
Bare
Incl.
Daily
Costs
O&P
$49.23
$75.17
$49.23
$75.17
Daily
Hr.
$54.70
$437.60
$83.55
$668.40
43,75
350.00
66.80
534.40
$1202.80
$787.60
L.H., Daily Totals
Hr.
2 Sheet Metal Workers Sheet Metal Apprentice
Incl.
O&P
1
Bare Daily
Hr.
Incl.
Daily
Costs
O&P
$51.05
$77.97
$1871.20
$51,05
$77.97
Bare
Incl.
Daily
Costs
O&P
$52.09
$79.55
$52.09
$79.55
$54.70
$875.20
$83.55
$1336.80
43.75
350.00
66.80
534,40
$1225.20
L.H., Daily Totals
Sheet Metal Foreman
Hr.
(inside)
Daily
Hr.
$55.20
$441.60
$84.30
$674,40
54.70
875.20
83.55
1336.80
350.00
66,80
$76,87 Sheet Metal Apprentice
140.67
43.75
$1666.80
L.H., Daily Totals
534.40
$2545.60
$191.50
Bare
Incl.
Daily
Costs
O&P
$49.85
$75.33
$49.85
$75.33
154.73
Crew Q-1
$231.60 1
Sprinkler Installer
1
Sprinkler Apprentice
Hr.
Daily
Hr.
$55.40
$443.20
$83.70
$669.60
44.30
354.40
66.95
535.60
Incl.
O&P
Daily
Costs
$1390.40
$53.72
$81.12
$53,72
$81.12
16
$57,55
$82.45
$87.50
Bare
Bare
2 Plumbers
$54.60
565.20
593.20
3713.60
3376.00
D
$1978.80
$1413.60
70.65
$712.80
1
1
Equip.
$82.45
$88.35
374.40
88.35
32 1
$54.60
$936.00
46.80
$87.50
Costs
$50.83
O&P
$89.10
2 Sheet Metal Workers 1
Costs
468.00
Crew Q-11 Crew Q-iC
Incl.
Daily
$78.22
Bare
$57.95
Hr.
$78.22
Costs
$57,95
Daily
$472.00
24 1
$79.50
Bare
58.50
(inside)
1
1
.25 Plumber
$52.65
$1272.00
$58.50
Hr.
Crew Q-10 Crew Q-IA
$79.50
565.20
$59.00
16
16
$52.65
$706.80
70,65
$1782.40
Crew Q-9 Crew Q-1
O&P
$83.24
32 .25 S.P Crane, 4x4,
Incl.
Costs
Hr.
$88.35
L.H., Daily Totals
Crew Q-8 1
Bare Daily
Daily
374.40
Hr.
Steamhtter Apprentice
32
$84.65
$1310.40
2 Steamhtters .25 S.P. Crane, 4x4,
1.90
$56,53
$468.00
L.H., Daily Totals
Crew Q-7 1
1.73
$2708.83
46.80
Hr.
2 Steamhtters 1
60.83
$1808.90
$842.40
Crew Q-6
$82.75
55.30
$58.50
L.H., Daily Totals
Per Labor-Hour
Daily
57.55
46.05
Crew Q-4 1
Hr.
O&P
$58.05
L.H., Daily Totals
Incl.
Daily
Subs
L.H., Daily Totals
$797.60
$1205.20
556.40
$1946.80
735
Cost
Incl.
Bare Costs
Crew No.
Crew Q-13 Sprinkler
Foreman
2 Sprinkler
Installers
1
1
(inside)
Sprinkler Apprentice
32
Hr.
1
Asbestos Worker
1
Asbestos Apprentice
16
Hr.
O&P
Bare
Incl.
Costs
O&P
$52.75
$447.20
$84.45
$675.60
55.40
886.40
83.70
1339.20
354.40
66.95
44.30
$1688.00
Hr.
Daily
Hr.
535.60 $52.75
Bare
Incl.
Daily
Costs
O&P
$46.02
$71.63
$409.20
$79.60
$636.80
40.90
327.20
63.65
509.20
$1146.00
$736.40
L.H., Daily Totals
$46.02
Bare
Crew Q-15
Hr.
Daily
Hr.
$79.70
$2550.40
$51.15
Daily
Costs
$79.70
$71.63
Plumber
1
Plumber Apprentice
1
Welder, Electric,
$57.55
$460.40
$86.90
$695.20
46.05
368.40
69.55
556.40
300 amp
16L.H., Daily Totals
Crew Q-16
Hr.
1
Plumber
1
Plumber Apprentice
1
Hyd. Crane, 12 Ton
O&P
$57.55
2 Plumbers
$51.80
$78.22
60.83
3.46
3.80
$884.10
$1312.43
$55.26
$82.03
$920.80
Hr.
$86.90
Daily
$1390.40
Bare
Incl.
Costs
O&P
$53.72
Crew Q-22A
Plumber Apprentice
1
Welder, Electric,
24
46.05
300 amp
L.H., Daily Totals
368.40
69.55
$58.50
Steamfitter
1
Hr.
60.83
2.30
2.53
$2007.63
$56.02
$83.65
Bare
Incl.
Daily
Costs
O&P
$706.80
$52.65
$79.50
$468.00
$88.35
Steamfitter Apprentice
1
Welder, Electric,
16
46.80
300 amp
L.H., Daily Totals
374.40
70.65
Crew Q-17A
Hr.
55.30
60.83
3.46
3.80
$897.70
$1332.83
$56.11
$83.30
Daily
Steamfitter Apprentice
1
1
Equip. Oper. (crane)
1
Hyd. Crane, 12 Ton
1
Welder, Electric,
24
46.80 50.25
300 amp
L.H., Daily Totals
$468.00
Hr.
374.40
402.00
$88.35 70.65
76.20
Daily
Costs
$706.80
$51.85
Hr.
Steamfitter Apprentice
1
1
Welder, Electric,
24
O&P
60.83
29.93
32.92
$1962.70
$2671.73
$81.78
$111.32
Daily
$936.00
$88.35
$1413.60
374.40
70.65
565.20
Hr.
Steamfitter
$58.50
Costs
O&P
$54.60
556.40
1
Laborer
36.65
293.20
56.55
452.40
1
Equip. Oper. (crane)
50.25
402.00
76.20
609.60
1
Hyd. Crane, 12 Ton
60.83
2.30
2.53
$56.90
$84.98
$88.35
L.H., Daily Totals
Crew Q-23
Hr.
1
Plumber Foreman (outside)
1
Plumber
1
Equip. Oper. (medium)
1
Lattice
Boom
Daily
$706.80
1
Steamfitter Apprentice
46.80
374.40
70.65
565.20
1
Electrician
53.35
426.80
79.85
638.80
L.H., Daily Totals
$1269.20
Bare
Incl.
Costs
O&P
$52.88
$1910.80
$52.88
Crew Q-20
1
Sheet Metal Worker Sheet Metal Apprentice
Hr.
$54.70 43.75
Daily
$437.60 350.00
Hr.
$83.55 66.80
.5 Electrician
Crew Q-21 2 Steamfitters 1
Steamfitter Apprentice
1 Electrician
32
53.35
L.H., Daily Totals
L.H., Daily Totals
736
213.40
79.85
$1001.00
Hr.
Daily
Hr.
$95.09
Bare
Incl.
Daily
Costs
O&P
$55.33
Daily
Hr.
$476.40
$89.90
$719.20
460.40
86.90
695.20
391.20
74.15
48.90
$83.65
593.20
960.50
1056.55
40.02
44.02
$2288.50
$3064.15
$95.35
$127.67
Hr.
Bare
Incl.
Daily
Costs
O&P
$47.20
$71.26
$3420.40
$47.20
$71.26
Bare
Incl.
Daily
Costs
O&P
$44.00
$66.78
$44.00
$66.78
Daily
Hr.
$53.85
$430.80
$80.60
$644.80
53.35
1280.40
79.85
1916.40
2 Helpers
34.65
554.40
53.70
Foreman
$2265.60
L.H., Daily Totals
Crew R-IA 1
Electrician
1
Helper
859.20
Hr.
Daily
Hr.
$53.35
$426.80
$79.85
$638.80
34.65
277.20
53.70
429.60
$1068.40
$704.00
L.H., Daily Totals
Bare Hr.
Daily
Hr.
Incl.
Daily
Costs
O&P
$47.64
$53.85
$430.80
$80.60
$644.80
3 Electricians
53.35
1280.40
79.85
1916.40
2 Helpers
34.65
554.40
53.70
859.20
50.25
402.00
76.20
609.60
Electrician
Foreman
1
Equip. Oper. (crane)
1
$.P. Crane,
4x4, 5 Ton
L.H., Daily Totals
Crew R-3 1 Electrician
Hr.
Foreman
.5 Equip. Oper. (crane)
$71.96
280.00
308.00
5.00
5.50
$2947.60
$4338.00
$52.64
$77.46
Bare
Incl.
Daily
Costs
O&P
$52.93
$79.42
Daily
Hr.
$53.85
$430.80
$80.60
$644.80
53.35
426.80
79.85
638.80
50.25
201.00
76.20
304.80
Ton
L.H., Daily Totals
Crew R-4
$79.62
140.00
154.00
7.00
7.70
$1198.60
$1742.40
$59.93
$87.12
$truc. Steel
Hr.
Bare
Incl.
Daily
Costs
O&P
Foreman
(outside)
$51.95
$88.83
Daily
Hr.
$53.10
$424.80
$93.70
$749.60
51.10
1226.40
90.20
2164.80
53.35
426.80
79.85
638.80
Incl.
Costs
O&P
$668.40
$50.05
$76.11
3 Struc. Steel Workers 1
Electrician
1
Welder, Gas Engine,
300 amp
142.00
156.20
3.55
3.90
$2220.00
$3709.40
$55.50
$92.73
534.40 319.40
$1522.20
$50.05
Bare
Incl.
Daily
Costs
O&P
$54.29
$81.80
$54.29
$81.80
$936.00
$88.35
$1413.60
46.80
374.40
70.65
565.20
426.80
79.85
$1737.20
22.79
$68.34
$79.62
Daily
$58.50
53.35
20.72
$3042.90
57.55
L.H., Daily Totals
Electrician
40 20
729.30
$2187.00
3 Electricians
1
Bare
1
663.00
$59.55
20 Ton
Crane,
Crew R-1
20
24
$72.30
$82.45
$2039.63
$468.00
$47.63
$695.20
69.55
.5 S.P. Crane, 4x4, 5 1
O&P
Incl.
55.30
Hr.
Incl.
Costs
Hr.
$86.90
1
$1365.70
Daily
Bare Daily
Daily
368.40
1 Electrician
Crew Q-19
45.58
$123.81
$460.40
Crew R-2
729.30
46.80
300 amp
41.44
$93.24
46.05
609.60
$58.50
L.H., Daily Totals
729.30
$1980.90
$57.55
56 2 Steamfitters
663.00
$1491.80
Plumber Apprentice
«
$78.22
$78.40
55.30
Hr.
556.40
Incl.
663.00
Daily
$695.20
69.55
565.20
Bare
Crew Q-18
$86.90
368.40
Plumber
16
$58.50
Steamfitter
$51.80
$460.40
565.20
Bare
1
O&P
1
48 1
Incl.
Costs
556.40
$1344.50
Hr.
Bare Daily
46.05
Hr.
Per Labor-Hour
$81.12
55.30
Daily
Hr.
1
1
Crew Q-17
Daily
O&P
$57.55
16L.H., Daily Totals
24 1
Hr.
Subs
Incl.
55.30
Daily
Bare Costs
Crew Q-22
32 1
Cost
Incl.
Crew No.
Per Labor-Hour
Daily
$55.90
L.H., Daily Totals
Crew Q-14
Daily
Subs
$76.11
638.80
$2617.60
L.H., Daily Totals
Crews Cost
Incl.
Crew No.
Bare Costs
Crew R-5
Hr.
Daily
Subs
Hr.
O&P
Bare
Incl.
Daily
Costs
O&P
$46.60
$70.41
1
Electrician
Foreman
$53.85
$430.80
$80.60
$644.80
4
Electrician
Linemen
53.35
1707.20
79.85
2555.20
53.35
853.60
79.85
34.65
1108.80
53.70
2 Electrician Operators
Groundmen
4
Electrician
1
Crew Truck
1
Flatbed Truck,
1
Pickup Truck, 3/4 Ton
20,000
GWV
Hyd. Crane, 12 Ton
663.00
729.30
15.85
17.44
157.00
172.70
56
$3721.00
$5238.58
$66.45
$93.55
Bare
Incl.
Daily
Costs
O&P
$43.30
$67.73
85.00
93.50
434.60
478.06
Open
(crane)
Laborer
L.H., Daily Totals
Crew R-12
17.21
Carpenter Foreman
Hr.
Daily
$7862.28
Hr.
$63.81
$89.34
Bare
Incl.
Daily
Costs
O&P
$46.60
$370.80
$71.50
$572.00
45.85
1467.20
70.75
2264.00
Laborers
36.65
1172.80
56.55
1809.60
Open (medium)
48.90
391.20
74.15
593.20
51.10
408.80
90.20
$70.41
Common
1
Equip.
1
Steel Worker
1
Dozer,
Pickup Truck, 3/4 Ton
Electrician
Linemen
53.35
1707.20
79.85
2555.20
1
Electrician
Operators
53.35
853.60
79.85
1277.60
88
4
Electrician
Groundmen
34.65
1108.80
53.70
1718.40
1
Crew Truck
1
Flatbed Truck,
1
Pickup Truck, 3/4 Ton
200
278.74
157.00
172.70
H.P.
L.H., Daily Totals
247.28
253.40
Crew R-13 1
Electrician
Hr.
Foreman
3 Electricians .2 Hyd. Crane,
55 Ton
227.40
250.14
.2 Hyd. Crane,
12 Ton
132.60
145.86
.25 Equip. 1
85.00
93.50
434.60
478.06
Open
Equipment
(crane)
Oiler
.25 Hydraulic Crane,
42
Cable Pulling Rig
.5
L.H., Daily Totals
Crew R-7 1
Electrician
Foreman
Hr.
$53.85
586.80
645.48
194.55
214.01
1136.50
1250.15
39.01
42.91
$7533.05
$9971.92
$85.60
$113.32
Daily
$430.80
Hr.
$80.60
Daily
$644.80
Bare
Incl.
Costs
O&P
$37.85
Electrician
Electricians
1
Equipment Open
1
Aerial Lift Truck, 40'
1
Groundmen
34.65
Crew Truck
48L.H., Daily Totals
1386.00
53.70
Crew R-8
Hr.
$53.85
247.28
4.68
5.15
$3040.08
$42.53
$63.34
Daily
Hr.
$80.60
Crew R-18
2 Electrician
Groundmen
53.35
34.65
1280.40 554.40
79.85
53.70
Daily
Costs
$644.80
$47.20
Pickup Truck, 3/4 Ton
157.00
172.70
Crew Truck
224.80
247.28
$2647.40
$3840.38
O&P
1
Electrician
Crew R-9
Hr.
Daily
Hr.
Foreman
$53.85
$430.80
$80.60
1 Electrician
Lineman
7.95
$55.15
8.75
$80.01
Foreman
.5 Electrician
2 Electricians
20
Daily
Costs
O&P
$644.80
$44.06
$66.87
Crew R-21
79.85
638.80
853.60
79.85
1277.60
3 Electricians
4
Electrician
34.65
1108.80
53.70
1718.40
.1
1
Pickup Truck, 3/4 Ton
157.00
172.70
1
Crew Truck
224.80
247.28
5.97
6.56
$3201.80
$4699.58
$50.03
$73.43
1
Crew R-10
Daily
Costs
Foreman
$53.85
$430.80
$80.60
$644.80
$50.32
4 Electrician Linemen
53.35
1707.20
79.85
2555.20
34.65
277.20
53.70
429.60
Groundman
1
Electrician
1
Crew Truck
3 Tram Cars
48
L.H., Daily Totals
Hr.
Daily
224.80
Hr.
Electrician
Equip.
.1 S.P.
Bare
Electrician
O&P
$51.43
1916.40
50.25
100.50
76.20
152.40
43.55
348.40
66.00
528.00
$77.18
189.80
208.78
4.52
4.97
$2349.90
$3450.38
$55.95
$82.15
Bare
Incl.
Daily
Costs
O&P
$52.38
Daily
Hr.
$53.85
$430.80
$80.60
$644.80
53.35
1707.20
79.85
2555.20
47.05
376.40
71.35
570.80
Hr.
$78.56
325.00
357.50
6.77
7.45
$2839.40
$4128.30
$59.15
$86.01
Bare
Incl.
Daily
Costs
O&P
$41.88
$63.82
$41.88
$63.82
Daily
Hr.
$53.85
$107.70
$80.60
$161.20
53.35
426.80
79.85
638.80
554.40
53.70
859.20
$1659.20
$1088.90
Hr.
Bare Daily
Hr.
Incl.
Daily
Costs
O&P
$53.45
$80.00
$1600.00
$53.45
$80.00
Bare
Incl.
Daily
Costs
O&P
$53.36
$79.89
$53.85
$215.40
$80.60
$322.40
53.35
853.60
79.85
1277.60
$1069.00
L.H., Daily Totals
426.80
1
Costs
Incl.
53.35
L.H., Daily Totals
Incl.
Daily
$644.80
34.65
53.35
64
Hr.
79.85
L.H., Daily Totals
2 Electrician Operators
Groundmen
Daily
$71.26
Crew R-19
Bare
1 Electrician
$86.26
Bare
859.20
1
L.H., Daily Totals
$60.15
1916.40
1
48
$7590.60
Incl.
26 3 Electrician Linemen
$5292.80
2148.00
$2041.60
$430.80
18.52
$80.60
L.H., Daily Totals
2 Helpers
Foreman
16.84
1280.40
Boom
.25 Electrician Foreman
Electrician
172.70
$58.18
224.80
Bare
1
157.00
$430.80
Hr.
(light)
1457.50
53.35
33 Ton
Foreman
1
4
721.60
1325.00
$53.85
L.H., Daily Totals
Crew R-15
48 5 Electrician
Hr.
$46.35
(inside)
4
2
224.80
Daily
247.28
18.93
4
88
452.40
1
$644.80
Tensioning Rig
609.60
56.55
278.74
$80.60
.5
76.20
293.20
253.40
$430.80
3 Cable Trailers
402.00
36.65
224.80
$53.85
Earth Auger, Truck-Mtd.
50.25
Crew Truck
Foreman
Tractor w/Wincb
2555.20
1
Electrician
1
$644.80
79.85
247.28
1
.2
$80.60
1707.20
224.80
$5615.20
GVW
$76.11
$430.80
53.35
Common
1
20,000
$50.59
$53.85
Equip.
4 Carpenters
Hr.
O&P
1
145.86
Crew R-6
Incl.
Costs
1
250.14
L.H., Daily Totals
Bare Daily
1718.40
132.60
88
Hr.
1277.60
227.40
w/Winch
Foreman
Daily
Per Labor-Hour
Electricians
Hyd. Crane, 12 Ton
Tractor
Hr.
O&P
Electrician
Hyd. Crane, 55 Ton
Earth Auger, Truck-Mtd.
Crew R-11
Subs
1
.2
1
Bare Costs
4
.2
,2
Cost
Incl.
Crew No.
Per Labor-Hour
32.8
O&P
Open (medium)
Hr.
$430.80
$80.60
$644.80
53.35
1280.40
79.85
1916.40
39.12
74.15
48.90
L.H., Daily Totals
Crew R-22
Daily
$53.85
Crane, 4x4, 25 Ton
Incl.
$75.62
Foreman
Hr.
Hr.
59.32
60.72
66.79
1.85
2.04
$1811.04
$2687.31
$55.21
$81.93
Daily
Hr.
Bare
Incl.
Daily
Costs
O&P
$45.40
$68.73
$45.40
$68.73
$53.85
$284.33
$80.60
$425.57
2 Electricians
53.35
853.60
79.85
1277.60
2 Helpers
34.65
554.40
53.70
.66 Electrician Foreman
37.28
L.H., Daily Totals
$1692.33
859.20
$2562.37
247.28
399.45
439.39
13.01
14.31
$3039.45
$4316.27
$63.32
$89.92
737
Cost
Incl.
Crew No.
Bare Costs
Crew R-30
Hr.
Daily
Subs
Hr.
O&
P
Bare
Incl.
Daily
Costs
O&P
$43.23
$65.74
$1709.30
$43.23
$65.74
Bare
Incl.
Daily
Costs
O&P
$55.35
$110.70
$82.85
$165.70
1 Electrician
53.35
426.80
79.85
638.80
2 Laborers, (Semi-Skilled)
36.65
586.40
56.55
.25 Electrician Foreman (outside)
26
$1123.90
L.H., Daily Totals
Crew R-31
$53.35
1
Electrician
1
Core
8
L.H., Daily Totals
Drill,
Hr.
Electric,
2.5 H.P.
CrewW-41E
Hr.
Daily
$426.80
Hr.
904.80
$638.80
$53.35
46.20
50.82
5.78
6.35
$473.00
$689.62
$59.13
$86.20
Bare
Incl.
Daily
Costs
O&P
$49.59
$75.36
$49.59
$75.36
Daily
$79.85
Hr.
$59.55
$238.20
$89.90
$359.60
1
Plumber
57.55
460.40
86.90
695.20
1
Laborer
36.65
293.20
56.55
Plumber Foreman (outside)
.5
20
L.H., Daily Totals
738
Per Labor-Hour
$991.80
$79.85
452.40
$1507.20
1
below lists both the RSMeans® liistoric;il cost index based on 1993 = 100 as well ;is the computed value of an index based on Jan. 1, 2014 costs. Since the J;ui. 1, 2014 figure is estimated, space is left to write in the actual index figures as they become available througli The
table
Jan.
1,
either the quarterly
Year
Jan.
RSMeans Construction
compute the actual index based on Jan. 1, 2014 = 100, divide the historical cost index for a particular )ear by the acuial Jan. 1, 2014 construction cost index. Space has been left to advance the Engineering News-Record. To
the index figures as the year progresses.
Cost Indexes or as printed in
Historical
Current Index
Historical
Current Index
Historical
Cost Index
Based on
Cost Index
Based on
Cost Index
1,
1993 = 100 Actual
Est.
Jan.
1,
2014 = 100
Est.
Year
Actual
Oct 2014*
1993 = 100
Jan. 1,
Jan. 1,
Actual
2014 = 100
Year
Jan.
Actual
Est.
1,
1993 = 100
Current Index
Based on Jan.
1,
Actual
Est.
1999
117.6
58.0
1981
70.0
34.5
July
2014*
1998
115.1
56.8
1980
62.9
31.0
April
2014*
1997
112.8
55.6
1979
57.8
28.5
Jan
2014*
1996
110.2
54.4
1978
53.5
26.4
July
2013
201.2
99.3
1995
107.6
53.1
1977
49.5
24.4
2012
194.6
96.0
1994
104.4
51.5
1976
46.9
23.1 22.1
r
July
202.7
100.0
100.0
July
2011
191.2
94.3
1993
101.7
50.2
1975
44.8
2010
183.5
90.5
1992
99.4
49.1
1974
41.4
20.4
2009
180.1
88.9
1991
96.8
47.8
1973
37.7
18.6
2008
180.4
89.0
1990
94.3
46.5
1972
34.8
17.2
2007
169.4
83.6
1989
92.1
45.5
1971
32.1
15.8
2006
162.0
79.9
1988
89.9
44.3
1970
28.7
14.2
2005
151.6
74.8
1987
87.7
43.3
1969
26.9
13.3
2004
143.7
70.9
1986
84.2
41.6
1968
24.9
12.3
2003
132.0
65.1
1985
82.6
40.8
1967
23.5
11.6
2002
128.7
63.5
1984
82.0
40.4
1966
22.7
11.2
2001
125.1
61.7
1983
80.2
39.5
1965
21.7
10.7
2000
120.9
59.6
1982
76.1
37.6
1964
21.2
10.5
r
r
2014 = 100 Actual
Adjustments to Costs The
"Historical Cost Index"
can be used to convert national average building approximate building costs for some other time.
Time Adjustment Using the
Historical Cost Indexes:
costs at a particular time to the
Index t()rYearA X (,ost
Index for
3'ear
in Ye;ir
B = (bst
in
Year
A
B
Example: Estimate and
compare
con,stniction costs for different years in the
To estimate the national average constaiction cost of a building knowing that it cost $900, 000 in 2014:
same
city.
in 1970,
INDEX 1970 X Cost 2014 = Cost 1970
INDEX 2014 28.'
INDEX
in
1970 = 28.7
INDEX
in
2014 = 202.7
X $9(K),0(H) = .142 X
$9(M),(XK)
Tlic construction cost of the building in
Note: Tlie
city'
= $128,(M)0
202.7
1970
is
$128,000.
cost indexes for (Canada c;m be irsed to convert
U.S. national averages to local co.sts in
Canadian
dolkirs.
Cost Index updates ;ind other re,sources are provided on the t()Uowing website. http://www.reedconstructiondata.com/rsmeans/chgnotice/45632 *Hi.storical
739
—
^
City cost Indexes
How to Use the City Cost Indexes What you should know before you begin RSMeans City Cost Indexes (CCI) are an extremely useful tool to use when you want to compare costs from city to city and region to region.
Since each of the other RSMeans publications contains many different items, any one item multiplied by the particular city index may give incorrect results. However, the larger the number of items compiled, the closer the results should be to actual costs for that 1.
particular city.
This publication contains average constmction cost indexes for 731 U.S. covering over 930 three-digit zip code locations, as
and Canadian
cities
listed directly
under each
Keep
mind
in
city.
that a City Cost Index
number
is
a percentage ratio of a
specific city's cost to the national average cost of the
same item
The City Cost Indexes
for Canadian cities are calculated using Canadian material and equipment prices and labor rates, in Canadian dollars. Therefore, indexes for Canadian cities can be used to convert U.S. National Average prices to local costs in Canadian dollars.
at a
How to
stated time period. In other words, these index figures represent relative construction
factors
(or, if
you
prefer, multipliers) for
Compare
for a specific location,
Installation costs include both labor
When
not a fixed
and
EQUIPMENT RENTAL COSTS
in
the average of 30 maior U.S. cities and
is
component's cost that
Specflc City Cost ^
National Average Cost
Index figures for both material and installation are based on the
luly
1,
city average of 100
2013.
The index
for
and represent the cost relationship as
each division
is
weighted average for each city above
it,
is
a
weighted
but does not include relative
The
components productivity between trades total of the
or cities.
subtract one city's index
The formula used of 3.
As changes occur
in local material prices, labor rates,
when making
cost comparisons
between
do not another city and read the result as a percentage difference. Instead, divide one city's index number by that of the other city. The resulting number may then be used as a multiplier to calculate cost differences from city to city. Therefore,
of
computed from
representative material and labor quantities for that division.
listed
any stated time to the National Average cost of at the same time period. Put in the form of
2.
serves as a National Average.
30 major
at
same component
an equation:
the Reference Section at the back of the book.
The 30 City Average Index
RSMeans Indexes, remember that an index number is number but a ratio: It's a percentage ratio of a building
In using the
estimating equipment rental rates only,
use 01 54 33
costs from city to city.
Material and Installation costs,
as well as the weighted average for Total In Place costs for each CSI
MasterFormat division. equipment rental costs.
use this section
comparison
and equipment
City
A
number from
to find cost differences
cities,
number
between
of
cities for the
purpose
as follows:
is
Index X City
rental rates (including fuel costs), the impact of these changes should be
the index
B Cost (Known) = City
A
Cost (Unknown)
City B Index
accurately measured by the change in the City Cost Index for each particular city (as
compared
to the
30 City Average).
if you know (or have estimated) building costs in one city you can easily convert those costs to expected building costs in
Therefore, today,
another
you can use RSMeans CCI to calculate and compare costs between cities using the same basic formula. be sure that you're comparing similar divisions.)
In addition,
division by division (Just
Compare
city.
a specific city's construction costs
with the
National Average. In addition,
by using the Historical Cost Index, you can
National Average building costs building costs for
some other
at a particular
time.
easily convert
time to the approximate
The City Cost Indexes can then be
When
you're studying construction location feasibility,
compare Average
a prospective project's cost index
it's
advisable to
with an index of the National
cost.
applied to calculate the costs for a particular city.
For example, divide the weighted average index of construction costs of a specific city by that of the 30 City Average, which = 100.
Quick Calculations
City Index =
Location Adjustment Using the City Cost Indexes: Index for City
A X
Cost in City B = Cost in City
A
Convert U.S. National Average to actual costs in Canadian City.
Using the Historical Cost Index: Index for Year
A
Index for Canadian City
_
m
Year B = Cost in Year
A
Adjustment from the National Average:
——
740
A
,
.
,
^
,
,
X National Average Cost = Cost in City
.
„
Average Cost =
Cost in Canadian City in S
Index for Year B
Index for City
.
X National
X Cost
;
National Average
a result, you get a ratio that indicates the relative cost of construction in that city in comparison with the National Average.
National Average
for the
of
As
Index for City B
Time Adjustment
%
Too
A
CAN
A
Adjust construction cost data based on a National Average.
4.
When you
use a source of construction cost data which
is
based on a
National Average (such as RSMeans cost data publications), necessary to adjust those costs to a specific location.
“Book” Cost Based on
Index
(iit>'
_
National Average Costs
100
sophisticated computer program handles the updating of
each city on a quarterly are gathered quarterly
it is
These prices and the
City Cost
The 30 major
and windows, use Division 8 (Openings) index.
What you might like to know about how we developed the Indexes The information presented
in the
CCI
RSMeans
and Canada. Because
it
was
concluded that no one type of building completely represented the building construction industry, nine different types of buildings were
combined
to create a
The exact
material, labor,
and equipment quantities are based on and then each quantity is weighted in proportion to expected usage. These various material items, labor hours, and equipment rental rates are thus combined to form a
composite building representing as closely as possible the actual usage
and equipment used
in the
TN
Memphis,
Milwaukee, WI
Boston,
MD MA
Minneapolis,
Buffalo,
NY
Nashville,
New New
York,
Phoenix,
NY PA
AZ PA
Pittsburgh,
MO
CO
St.
Detroit,
Ml
San Antonio,
TX
LA
Orleans,
Philadelphia,
TX
Houston,
MN
TN
Denver,
Louis,
San Diego,
TX
CA
Indianapolis,
IN
San Francisco,
Kansas City,
MO
Seattle,
Los Angeles,
CA
Washington,
composite model.
detailed analyses of these nine building types,
of materials, labor,
rates for 21 different
Baltimore,
Dallas,
researched the building type most
often constructed in the United States
wage
U.S. cities used to calculate the National Average are:
GA
OH Cleveland, OH Columbus, OH
classification system. reliable index,
Atlanta,
Cincinnati,
Construction Specifications Institute (CSI) MasterFormat 2012
To create a
cities
Chicago, IL
organized according to the
is
from 731
latest negotiated labor
Cost Index.
(Unknown)
applying the City Cost Indexes to demolition projects, use the appropriate division installation index. For example, for removal of existing doors
costs for
building trades are used to compile the quarterly update of the City
When
5.
all
and equipment price quotations in the United States and Canada.
basis. Material
What the
CA
WA DC
does not indicate
CCI
The weighted average
for
components weighted
to reflect typical usage, but
each city
is
a total of the divisional it
does not include
the productivity variations between trades or cities.
North American building In addition, the
construction industry.
CCI does not
take into consideration factors such
as the following:
The following
structures were chosen to
make up
that composite • managerial efficiency
model: 1.
Factory,
2.
Office,
1
• competitive conditions
story
•
2-4 story
automation
3.
Store, Retail
• restrictive union practices
4.
Town
• unique local requirements
Hall,
2-3 story
6.
High School, 2-3 story Hospital, 4-8 story
5.
7.
Garage, Parking
8.
Apartment, 1-3 story
9.
Hotel/Motel, 2-3 story
• regional variations
due to specific building codes
For the purposes of ensuring the timeliness of the data, the components of the
index for the composite model have been streamlined. They
currently consist
of;
• specific quantities of
66 commonly used construction materials;
• specific labor-hours for 21 building construction trades; • specific days of
equipment rental
and
for 6 types of construction
equipment (normally used to install the 66 material items by the 21 trades.) Fuel costs and routine maintenance costs are included the equipment cost.
in
741
City Cost Indexes ALABAMA
UNITED STATES
nMQtON
34
-
& INFRASTRUCTURE, DEMOLITION
SITE
&
Accessories
AVERAGE
362
BIRMINGHAM 350
INST.
TOTAL
101.6
101.6
87.7
94.3
92.3
100.0
92.7
48.2
TOTAL
100.0
100.0
100.0
100.0
100.0
100.0
100.0
CONTRACTOR EQUIPMENT
0241, 31
ANNISTON
INST.
MAT.
015433
30 CITY
MAT.
-
N
352
INST.
TOTAL
101.7
101.7
88.8
94.9
93.1
54.3
93.3
70.2
MAT.
BUTLER
DECATUR
369
356
INST.
TOTAL
98.8
98.8
101.0
88.3
92.1
73.4
89.0
43.6
92.0
MAT.
DOTHAN 363
INST.
TOTAL
101.6
101.6
81.3
92.8
89.3
49.8
94.7
46.4
47.4
69.7
87.0
MAT.
INST.
TOTAL
98.8
98.8
98,7
88.3
91.4
53.0
97.9
43.0
50.5
79.5
83.3
92.0
46.8
69.4 77.7
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
100.0
100.0
100.0
87.0
87.4
87.2
92.9
87.8
90.4
0330
Cast-in-Place Concrete
100.0
100.0
100.0
102.0
50.5
80.6
99.7
74.7
89.3
99.4
55.7
81.3
93.7
65,1
81.9
99.4
47.0
03
CONCRETE
100.0
100.0
100.0
99.8
57.9
79.1
95.1
76.1
85.7
100.6
50.4
75.8
91,4
60.7
76.3
100.0
47.0
73.9
04
MASONRY
100.0
100.0
100.0
90.5
67.9
76.5
89.9
76.2
81.4
95.3
49.4
66.9
88.4
52.1
66.0
96,6
40.4
61.8
05
METALS
100.0
100,0
100.0
96.9
92.5
95.5
97,0
94.7
96.3
95.8
78.1
90.4
99.0
87.7
95.5
95.9
76,9
90.0
06
WOOD, PLASTICS & COMPOSITES
100.0
100.0
100.0
92.7
43.7
65.1
96.3
68.3
8 o .5
87.3
43.4
62.5
98.0
43.9
67.5
99.6
43.4
67.9
07
THERMAL & MOISTURE PROTECTION
100,0
100.0
100.0
100.1
53.8
81.3
95.9
81.4
90.0
100.1
57.6
82.9
93,1
59.3
79.4
100,1
49.9
79.7
08
OPENINGS
100.0
100.0
100.0
93.9
50.9
83.8
95.8
72.3
90.3
94.0
45,2
82.4
98,8
51.6
87.6
94.0
45.2
82.5
100.0
100.0
100.0
87.5
42.4
56.8
97.0
67.8
77.1
84.9
42.0
55.7
98.1
42.6
60.4
95.3
42.0
59.1
100.0
100.0
100,0
87.8
42,4
57,6
98.4
67,8
78.0
87.8
42.0
57.3
95,7
42.6
60.4
87.8
42.0
57.3
100.0
100.0
100.0
104.1
41.0
85.2
109.0
76.2
99.2
109.2
57.0
93.6
106.0
51,5
89.7
114,9
28.0
88.9
100.0
100.0
100.0
91.4
32.1
55.8
93.5
56.8
71.4
91,4
54.5
69.2
89.3
68,2
76,7
91.4
54,5
69.2
100.0
100.0
100.0
92.7
44.0
65.6
99.4
69.3
82.6
95.9
46.7
68.5
95.9
48.8
69.7
98.7
41.0
66.6
100.0
100.0
100,0
100.0
70.1
94.0
100.0
87.4
97.5
100.0
42.5
88.5
100,0
44.4
88.9
100.0
42.6
88.5
100.0
100.0
100,0
99,9
56,6
82,6
100.0
62,8
85.1
97.3
34.0
71.9
100.0
41.7
76.6
97.3
33.9
71,9
100.0
100.0
100,0
90.7
58.7
74.0
99,7
62.8
80.4
92.6
41.2
65.7
94.5
66.5
79.9
91.5
58.8
74.4
100.0
100.0
100.0
96,5
63.0
81.9
97.5
74,1
87,3
96,8
50.5
76.6
96.6
59.1
80.3
96.9
50,5
76,7
'
0920
Plaster
0950, 0980
Ceilings
& Gypsum Board &
0960
Flooring
0970, 0990
\Wall
09
FINISHES
COVERS
DIVS.
Acoustic Treatment
Finishes
10
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
&
UTIL.
WEIGHTED AVERAGE
ALABAMA EVERGREEN
GADSDEN
364
359
HUNTSVILLE
JASPER
MONTGOMERY
MOBILE
DIVISION
INST.
TOTAL
98.8
98.8
101.5
88.6
92.4
85.6
45.2
92,0
47.4
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
& Accessories
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
04
357
INST.
TOTAL
101.6
101.6
86.7
93.8
91.7
50.8
87,0
43.3
49.3
94.7
69.7
92.2
87,7
90,0
87,0
MAT.
MAT.
81.1
-
358
355
INST.
TOTAL
101.6
101.6
93.8
90.0
86.3
71.1
74,3
92.2
35.3
80.5
83.8
87.0
86.5
MAT.
365
INST.
TOTAL
101.6
101.6
93.6
91.4
-
366
360
INST.
TOTAL
98.8
98.8
94.0
89.3
90.7
43.0
97,1
55.0
86.8
89.8
79.4
MAT.
MAT.
-
361
INST.
TOTAL
98.8
98.8
94.0
89,2
90.6
60.7
96,9
45,0
52,1
84.6
94.9
87.1
91.0 85.5
99,5
58.3
82.4
93,8
66.7
82,5
91.3
69,6
82.3
103.9
44.8
79.3
104.3
67.4
88.9
105.4
57.4
100.9
52.0
76.8
95.7
61.4
78.8
90.3
73.3
81.9
98.9
50.1
74,8
97.0
65,3
81.4
98.3
58.9
78.8
MASONRY
95.4
54.1
69.8
86.7
62.3
71.6
89.7
67.7
76.1
84.2
42,0
58.1
93.8
55.1
69.9
90.4
50.5
65.7
05
METALS
95,9
78.1
90.4
96.9
94.0
96.0
99,0
90,5
96.4
96.9
91.1
95.1
97.9
90.6
95,6
97.0
92,8
95.7
06
WOOD, PLASTICS & COMPOSITES
83,6
43.4
60.9
87.8
39.6
60,6
98.0
74.3
84.6
94.8
32.3
59.6
98,2
54.1
73.3
97.7
43.4
67.0
07
THERMAL & MOISTURE PROTECTION
100.1
57,9
83.0
93.1
72.4
84.7
93.0
78.5
87.1
93.2
46.1
74.1
99.8
71.3
88.2
100.2
67.8
87.0
08
OPENINGS
94.0
45,2
82.4
95.4
49.8
84.6
98.8
68.2
91.5
95,3
48.7
84.3
97.2
58.6
88.1
98.3
54.0
87.8
0920
Plaster
84.2
42.0
55.5
89.8
38.2
54.7
98.1
73.9
81,7
94.2
30.7
51.0
92.1
53.1
65.5
91.5
42.0
57,8
0950, 0980
Ceilings
87.8
42.0
57.3
92.1
38.2
56.2
97.6
73.9
81.9
92.1
30.7
51.2
93.3
53.1
66.5
95.9
42.0
60,0
107.0
57.0
92.1
102.0
76,2
94.3
106.0
76.2
97.1
104,3
41.0
85.3
114.6
59.5
98.1
110.8
59.5
95.5
91,4
54,5
69,2
89.3
62.0
72.9
89.3
59.7
71.5
89.3
39.4
59.3
95.0
55.4
71.2
91.2
54.5
69.1
95.3
47.9
68,9
93.3
49.4
68.8
96.4
71.1
82,3
94.5
35.2
61.5
99.0
54.7
74,3
99.0
47.1
70.1
100.0
44.1
88.8
100.0
79.5
95.9
100.0
85.3
97.0
100.0
40,8
88.1
100,0
83.9
96.8
100.0
79,4
95,9 73.9
& Gypsum &
Acoustic Treatment
0960
Flooring
0970, 0990
W/all
09
FINISHES
COVERS
DIVS. 10
21, 22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
Finishes
-
Board
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
97,3
36.3
72.9
102.0
36.9
75,9
100.0
52.9
81.1
102.0
53.8
82,6
100.0
61.5
84.5
100.1
34.8
90,1
41,2
64.6
94.5
62.8
78.0
95.7
66.5
80.4
94.1
62.8
77,7
93.4
58.5
75,2
93.9
62.3
77,4
96.5
51.9
77.1
96.7
60.8
81.1
96.7
70.8
85.4
97.0
56.7
79.4
97,8
65.9
83.9
97.9
58.1
80.5
AUSKA
ALABAMA
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
04
Accessories
TUSCALOOSA
368
367
354
92.0
86.2
118.9
120.3
111.5
126.8
122.7
111.5
117,1
133.0
118.7
111.5
129.8
142.1
87.7
87.3
148.0
87,0
77.7
129.2
120.2
119.0
89.1
63.3
91.9
129.8
120.7
125.1
127.8
48.8
43.5
128.8
55.1
94.6
90.3
39.9
128.8
116.4
127.8
49.9
47.1
92,6
113.5
132.0
113.5
128.8
90.3
92.0
94.0
113.5
125.5
94.0
89.1
89.3
TOTAL
113.5
TOTAL
113.5
81.6
98.6
105.2
998 INST.
INST.
113.5
MAT.
JUNEAU
997
996 TOTAL
101.6
98.8
98.8
MAT.
-
FAIRBANKS
INST.
101.6
98.8
98.8
995
TOTAL
TOTAL
MAT.
ANCHORAGE
INST.
INST.
TOTAL
CONTRACTOR EQUIPMENT
0241, 31
SELMA
INST.
MAT.
015433
PHENIX CITY
MAT.
MAT.
99.5
57,9
82.2
99.4
47,2
77.8
95.1
68.5
84.1
131.0
117.4
125.3
129.2
117.7
124.4
136.1
117.4
128.3
103.6
52.4
78.3
99,4
54.5
77.3
92.1
64.5
78.5
143.0
116.3
129,8
126.5
116.3
121.4
139.9
116.2
128.2
MASONRY
95,3
41.8
62.2
98.7
39,3
62.0
88.6
65.5
74.3
180.9
122.2
144.6
182.2
122.2
145.1
167.6
122.2
139.5
05
METALS
95.8
83.5
92.0
95.8
90.3
94.1
98.2
94.1
96.9
114.6
102.5
110,9
118,8
102.6
113.8
117.6
102.4
112.9
06
WOOD, PLASTICS & COMPOSITES
92,5
36.3
60.8
89.3
43.4
63.4
98.0
45,4
68.3
117.1
117.9
117,6
125.0
117.4
120.7
119.8
117,9
118.7
07
THERMAL & MOISTURE PROTECTION
100.4
64.9
86,0
100.0
53.0
80.9
93.1
74.4
85.5
169.9
115.5
147.8
169.2
116.6
147.9
163,4
115.5
143.9
08
OPENINGS
119.7
115.2
118.7
116.2
115.2
116,0
116.6
115.2
116.3
0920
Plaster
126.3
118.3
120.9
148.9
117.8
127.7
131.2
118.3
122.4
0950, 0980
Ceilings
0960
Flooring
0970,0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
21, 22,
23
26, 27,
3370
MF2010
742
& Gypsum &
Board
93.9
44.6
82.3
93.9
54.0
84,5
98.8
59,8
89.6
89.0
34.7
52.1
86,8
42.0
56.3
98.1
44,2
61.4
.
87,8
34.7
52.5
87.8
42.0
57.3
97.6
44,2
62.1
126.5
118.3
121.0
121.7
117.8
119.1
123.5
118.3
120.0
111.3
59.5
95.8
109.8
29.0
85,6
106,0
76.2
97.1
150.1
128.3
143.6
140.7
128.3
137,0
142.1
128.3
138.0
91.4
54,5
69.2
91,4
54.5
69.2
89.3
46.9
63.8
146.5
113.3
126.5
143.9
121.9
130.7
143.3
113.3
125.2
97.5
43.2
67.2
96.0
41.2
65,5
96.3
52,0
71.6
143,1
120.5
130.5
139.4
121.2
129,2
139.6
120.5
129.0
100.0
79.0
95.8
100,0
42.5
88,5
100.0
81.3
96.2
100.0
112.5
102,5
100.0
112.5
102.5
100.0
112.5
102,5
97.3
35,1
72.4
97,3
34.3
72.1
100.0
34,6
73.8
100.2
104.3
101.9
100.2
106.7
102.8
100.1
100,6
100.3
ELECTRICAL, COMMUNICATIONS & UTIL.
92,1
71.2
81.2
91,2
41.2
65,1
95.1
62,8
78,2
120.5
115.6
117.9
134.7
115.6
124.7
125.5
115,6
120.3
WEIGHTED AVERAGE
97,3
55.7
79,2
96,7
50.8
76.7
96.7
62.0
81,6
121.3
114.3
118.3
120.7
115.0
118.2
120,6
113.5
117.5
-
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
FIRE SUPPRESSION,
46
PLUMBING & HVAC
City Cost Indexes ALASKA
ARIZONA
KETCHIKAN
CHAMBERS
FLAGSTAFF
GLOBE
KINGMAN
999
865
860
855
864
MESA/TEMPE
DIVISION
34
0241, 31
SITE
& INFRASTRUCTURE, DEMOLITION & Accessories
TOTAL
92.6
92.6
67.2
96,6
87.9
119.7
98.2
59.2
TOTAL
113.5
113.5
170.9
128.8
141.3
124.5
118.9
CONTRACTOR EQUIPMENT
015433
INST.
INST.
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
111.6
111.5
111.5
100.0
INST.
TOTAL
92.6
92.6
84.8
96,8
93,3
64.5
103.7
66.4
83.5
91.7
99,8
MAT.
INST.
TOTAL
94.2
94.2
100.7
98.4
99.1
71.5
96.3
59.3
83.5
91.7
110.1
MAT.
852
INST.
TOTAL
92,6
92.6
67.2
96.8
88.0
64.3
96.5
66.4
83.5
96.8
100,1
MAT.
INST.
TOTAL
94.2
94.2
91.4
98.6
96.4
70.5
99.3
69.6
73.6
83.5
91,8
110.8
83.5
97.2
MAT.
0330
Cast-in-Place Concrete
261.0
117.4
201.4
90.3
73.5
83.3
90.4
73.8
83,5
93.8
73.6
85.4
90.0
73.8
83.3
94.6
73.9
86.0
03
CONCRETE
214.6
116.2
166.0
96.5
68.9
82.8
116.1
72.2
94.4
109.8
68.9
89.7
96.1
72.2
84.3
101.7
73.7
87.8
04
MASONRY
191.0
122.2
148.4
90.6
62.7
73.3
90.7
62.8
73.4
110.3
62.7
80.9
90.6
62.8
73.4
110.6
62.8
81.0
05
METALS
119.0
102.4
113.9
95.1
75,0
88.9
95,6
75.7
89.5
92.4
75.5
87.2
95,7
75.8
89.6
92,7
76.4
87.7
06
WOOD, PLASTICS & COMPOSITES
115.7
117.9
117.0
96.1
56,3
73.6
102.2
65.7
81.6
90.0
56.4
71.0
91.6
65.7
77.0
93.4
69.9
80.2
07
THERMAL & MOISTURE PROTECTION
172.3
115.5
149.2
95.1
65.1
82.9
96,7
68.2
85.1
99.3
64,6
85.2
95.0
65.7
83.1
98.6
66.6
85.6
08
OPENINGS
118.1
115.2
117.4
108.1
65.7
98,1
108.2
70.8
99.4
102.2
65.8
93.6
108.3
70.8
99.4
102,3
73.2
95.4
0920
Plaster
137,4
118.3
124.4
85.6
55.0
64.8
89.1
64.7
72.5
94.2
55.0
67.5
79.1
64.7
69,3
96.4
69.0
77.7
0950, 0980
Ceilings
114.7
118.3
117.1
107.8
55.0
72.7
108.7
64.7
79.4
96,4
55.0
68.8
108.7
64.7
79.4
96.4
69.0
78,1
0960
Flooring
140.7
128.3
137.0
92.1
40.3
76,6
94.1
40.4
78.1
100.0
40.3
82.1
91.1
54.7
80.2
101.1
50.4
86.0
143.9
113.3
125.5
97.8
56.3
72.9
97.8
56,3
72.9
108.9
56.3
77.3
97.8
56.3
72.9
108.9
56.3
77.3
140.7
120.5
129.5
95.7
54.0
72.4
98.8
59.6
76.9
97,6
54.1
73.4
94.7
62.0
76.5
97.1
64,0
78.7
100.0
112.5
102.5
100.0
82,3
96.5
100.0
83.3
96.7
100.0
82,5
96.5
100,0
83.3
96,7
100,0
84.0
96.8
98.4
100.6
99.3
97.0
78.9
89.7
100.2
80.0
92.1
95.2
78.9
88.7
97,0
80.0
90.2
100.1
79.0
91.6
134.6
115.6
124.7
102.2
72.6
86.7
101.1
65.8
82.7
98.7
65.8
81.6
102.2
65.8
83.2
95.3
65.8
79.9
132.0
113.5
124,0
97.3
71.9
86.3
101.0
72.9
88.8
99.0
71.2
86.9
97.3
73.2
86.8
98.8
73.8
87.9
& Gypsum &
Acoustic Treatment
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
10
-
Board
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
&
UTIL.
WEIGHTED AVERAGE
ARKANSAS
ARIZONA PHOENIX
PRESCOn
SHOW LOW
850,853
863
859
TUCSON
CAMDEN
BATESVILLE
DIVISION
INST.
TOTAL
94.7
94.7
91.9
98.8
96.7
100.2
69.7
109.0 94.7
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
856
INST.
TOTAL
94.2
94,2
102.8
98.4
99.7
59,8
103,2
69.3
83.5
91.6
110.8
90.3
73,5
83.3
93,9
INST.
TOTAL
92.6
92.6
73.5
96.6
89.7
73.9
99.8
53.5
83.7
96.3
99.8
74.0
86.1
MAT.
MAT.
INST.
TOTAL
94.2
94.2
87.1
98.6
95.1
74.0
99.8
69.5
83.5
97,2
91.8
73.6
85.5
97.4
MAT.
717
725
857
INST.
TOTAL
89,0
89,0
73.4
84,9
81.5
73.6
85.2
45,9
83.5
87,6
86.7
73.9
87,6
81.1
MAT.
INST.
TOTAL
89.0
89.0
73.3
84.5
81.2
51.3
83.9
31.4
38.6
65.8
76.3
88.2
65.7
76.9
46.1
66.6
81.2
39.0
63.7
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
101.3
73.8
87.7
101.7
66,3
84,2
112,1
73.4
93.0
99.7
73.6
86.8
85.2
50.5
68.0
86.9
41.5
64.5
04
MASONRY
98.0
64.6
77.3
90.7
62.7
73.4
110.4
62.7
80.9
95,9
62,8
75.4
98,7
41,5
63,3
111.6
31.9
62.3
05
METALS
94.2
77.2
88.9
95.6
74.7
89.2
92.2
75.7
87.1
93.5
76.3
88.2
98.0
66.9
88.4
97.3
66.5
87.8
06
WOOD, PLASTICS & COMPOSITES
94.4
69.9
80.6
97.5
48.5
69.9
98.0
69.9
82.1
93.7
69.9
80.3
86.3
46.5
63.9
89.8
30.4
56,3
07
THERMAL & MOISTURE PROTECTION
98.2
68.7
86.2
95.5
64.2
82.8
99.5
66.5
86.1
99.6
65,8
85,9
100.2
44.8
77.7
96.1
36.4
71.9
08
OPENINGS
104.2
73.2
96.9
108.2
61.5
97.2
101.3
73.2
94.7
98.3
73.2
92,4
94.6
46.0
83.1
93.5
40.6
81,0
& Gypsum
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
&
DIVS. 10
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
PLUMBING & HVAC
21, 22,
&
UTIL.
WEIGHTED AVERAGE
98.5
69.0
78.4
85.7
47.0
59.4
98,6
69.0
78.4
101.9
69.0
79.5
81.0
45.4
56.7
80.2
28.7
45.2
103.5
69.0
80,5
106.9
47.0
67.1
96.4
69.0
78.1
97.3
69.0
78.4
90,6
45.4
60.5
86.2
28.7
47.9
101.4
52.7
86.8
92.9
40.3
77.1
102.5
45.9
85.5
91.9
45.0
77.9
104.6
60.1
91.3
111,2
40.3
90.0
108.9
62.0
80.7
97.8
56.3
72.9
108.9
56.3
77.3
110.1
56.3
77.8
99.8
42.0
65.1
99.5
50,8
70.2
99.1
65.0
80.1
96,2
49.4
70.1
99,2
63,0
79.0
95.4
62.9
77.3
89.8
47.8
66.4
92.1
34.2
59.8
100.0
84.0
96,8
100.0
81.4
96,3
100,0
84.0
96.8
100.0
84.0
96.8
100.0
40.6
88.1
100.0
36.5
87.3
100.0
80.0
92,0
100.2
78.9
91.7
95.2
79.0
88.7
100.1
79.0
91.6
95.3
52.1
77.9
95.3
53.5
78.5
102.2
68.3
84.5
100.7
65.8
82.5
95.7
65.8
80.1
97.6
65.8
81.0
95.0
64.0
78.8
91.5
62.0
76.1
99.4
74.8
88.7
98.9
69.7
86.2
99.1
73.5
88.0
97.6
73.6
87.1
94.2
55.1
77.2
94.5
50.4
75.3
ARKANSAS FAYETTEVILLE
FORT SMITH
HARRISON
HOT SPRINGS
JONESBORO
LITTLE
727
729
726
719
724
720
ROCK
DIVISION
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION & Accessories
TOTAL
89,0
89.0
77,7
86.3
83.8
45.1
100.2
57.7
TOTAL
89.0
89.0
72.8
86.4
82.4
80.6
39.4
CONTRACTOR EQUIPMENT
015433
INST.
INST.
MAT.
MAT.
INST.
TOTAL
89.0
89.0
77.9
84.9
82.8
63.5
89.7
45.8
MAT.
INST.
TOTAL
107.5
107.5
96,9
100.3
99.3
42.6
88.7
49.2
INST.
TOTAL
89.0
89.0
76.4
85,9
83.0
51.8
81,2
36.5
MAT.
MAT.
722
INST.
TOTAL
89.0
89.0
87.9
86.3
86.8
54,6
95.3
60.4
65.2
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
86.7
71.6
79.2
87.7
72.3
80.0
86.3
65.7
76,0
86.5
65.8
76.2
83.9
64.8
74.4
92,7
66.5
79.6
0330
Cast-in-Place Concrete
81.1
50.2
68.3
92.8
70,4
83.5
90,0
44.2
71.0
83.0
39.5
64.9
88.3
55.9
74.9
91.5
70.5
82.8
03
CONCRETE
84.9
50.1
67.7
93.1
65.3
79.4
92.6
49.8
71.4
90.7
44.0
67.6
89,8
55.9
73.1
94.7
65.4
80.2
04
MASONRY
89.1
42.1
60.0
94.1
50.0
66.8
99,0
39.7
62.3
83.9
34.1
53.1
90.5
42.6
60.9
93.9
50.0
66.7
05
METALS
98.0
69.3
89.1
100.3
71.1
91.3
99.1
66.6
89.1
97.3
66.9
87.9
94.6
78.8
89.7
100.5
69.2
90.8
06
WOOD, PLASTICS & COMPOSITES
81.9
36.3
56.2
103.9
60.4
79.4
92.3
46.5
66.5
86.8
36.5
58.4
90.1
49.4
67.1
96.3
63.9
78.1
07
THERMAL & MOISTURE PROTECTION
101.0
46.2
78.8
101.4
54.5
82.4
100.5
43.5
77.4
96,3
38.6
72.9
105.2
50,0
82.8
97.7
54.9
80.3
08
OPENINGS
94.6
45.8
83,0
95.4
57,1
86.4
95.4
46.7
83.9
93.5
42.4
81.4
97.4
53.5
87.0
96.2
58.9
87.4
0920
Plaster
78.7
34.9
48,9
86.6
59.7
68.3
85.5
45,4
58.2
78.8
35.1
49.0
95.4
48.0
63.1
92,1
63.3
72.5
0950, 0980
Ceilings
90.6
34.9
53,5
92.4
59.7
70.6
92.4
45.4
61.1
86.2
35.1
52.2
93.8
48.0
63.3
95,8
63.3
74.2
0960
Flooring
102.0
60.1
89.5
111.0
61.9
96.3
106.9
60,1
92.9
110.0
60.1
95.1
74.5
54.4
68.5
109.1
61,9
95.0
0970, 0990
Wall Finishes
09
FINISHES
COVERS
& Gypsum
DIVS. 10
&
-
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
99.8
30.0
57.8
99.8
55.0
72.8
99.8
42,0
65.1
99.5
50.8
70.2
88.3
49.4
64.9
100.9
56.4
74.2
88.9
40.9
62,2
93,0
58.4
73,8
91.8
47.8
67.3
91.8
41.3
63.7
86.5
49.6
66.0
95.9
60.7
76.3
100.0
50.0
90.0
100.0
76.8
95,4
100.0
50.5
90.1
100.0
37.5
87.5
100.0
46.3
89.3
100.0
77.2
95.4
95.3
50.6
77.4
100.2
50.1
80.1
95.3
49.8
77.0
95.3
49.1
76.8
100.4
52.9
81.4
100.0
56.4
82.5
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
88.8
52.4
69.8
92.3
66,1
78.6
93.5
38.0
64,5
93.5
69.4
81.0
99.0
64.0
80.7
99.3
69.5
83.7
WEIGHTED AVERAGE
93.0
52.9
75.6
96.8
61.7
81.5
95.5
51.1
76.1
93.8
52.3
75.8
96.3
59.4
80.2
98.0
63.8
83.1
MF2010
743
City Cost Indexes ARKANSAS
CALIFORNIA
PINE BLUFF
RUSSELLVILLE
TEXARKANA
WEST MEMPHIS
ALHAMBRA
716
728
718
723
917-918
nivicinN
INST.
TOTAL
89.0
89,0
78.5
86,3
84.0
80.9
60.3
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
•
34
SITE
& INFRASTRUCTURE, DEMOLITION & Accessories
INST.
TOTAL
89.0
89.0
74.5
84.9
81.8
63.2
85.9
56.0
MAT.
INST.
TOTAL
89.7
89.7
90.2
86.9
87.9
103.2
60.1
87.6
41.0
47.4
94,4
MAT.
MAT.
INST.
TOTAL
107.5
107.5
100,3
101.2
49.5
MAT.
INST.
ANAHEIM 928
TOTAL
MAT.
INST.
TOTAL
100.0
100,0
98.9
98,9
96.4
109.7
105.7
96.5
107.7
104.4
55.6
115.1
116.9
116.6
105,5
123.1
120.7
0310
Concrete Forming
0320
Concrete Reinforcing
88.1
66.5
77.3
87.3
65.6
76.5
87.7
65.8
76.8
83.9
64.9
74.4
107.4
114.9
111,1
93.2
114,8
103.9
0330
Cast-in-Place Concrete
83.0
70.4
77.8
85.0
46.0
68.8
90.5
44.0
71,2
92.6
56.0
77.4
94.7
119.1
104.8
91.3
121.7
104.0
03
CONCRETE
91.5
65.4
78,6
88.4
54,9
71.9
89.1
47.6
68.6
97.3
56,0
76,9
104.0
116,4
110.1
103.1
120.0
111,4
04
MASONRY
120.2
50.0
76.8
93.3
38.0
59.1
98.1
33.7
58.2
76.8
42.6
55.7
122.3
118.6
120.0
77.4
116.2
101.4
05
METALS
98,0
69.1
89.1
98.0
66.5
88.3
90.8
67,0
83.5
93.6
79.1
89.2
84.0
99.9
88.9
103,1
100.2
102.2
06
WOOD, PLASTICS & COMPOSITES
86.3
63,9
73.7
87,7
60.4
72.3
95,2
43.0
65.7
96.3
49.4
69.9
96,6
113.1
105.9
98.5
121.4
111,4
07
THERMAL & MOISTURE PROTECTION
96.4
54.9
79.6
101.2
44.7
78.3
97.1
45.3
76,1
105.6
50,0
83,1
95.2
117.2
104.2
97.9
121,3
107.4
08
OPENINGS
93.5
58.9
85.3
94.6
56.2
85.5
98.3
46.7
86.1
97.4
53.5
87.0
89.8
115.5
95,9
100.3
120,2
105.0
0920
Plaster
78.4
63.3
68,1
81.0
59.7
66.5
82.2
41.7
54.6
98.0
48.0
64.0
102,1
113.7
110.0
100,6
122.0
115,2
0950, 0980
Ceilings
86,2
63.3
71.0
90.6
59.7
70.0
89.7
41.7
57.8
91.8
48,0
62.7
102.5
113.7
109.9
106.7
122,0
116,9
0960
Flooring
109.7
61.9
95.4
104.3
60.1
91.1
111.9
51,9
94.0
76.7
54.4
70,0
93.0
109.2
97,8
105.1
114.1
107.8
0970, 0990
Wall Finishes
99.5
56.4
73.6
99.8
35.7
61,3
99,5
31.0
58.3
88.3
50.8
65,8
101.7
108.4
105,7
100.4
106.2
103.9
09
FINISHES
91.8
60.7
74.5
90.0
55.3
70,7
94.3
41,3
64,7
87.7
49.8
66.6
98.0
114.0
106,9
102.0
119,6
111.8
COVERS
DIVS. 10
100.0
77.2
95,4
100.0
42.1
88.4
100.0
33.5
86.7
100.0
46.4
89.3
100.0
110,1
102.0
100.0
111.3
102.3
100,2
52.4
81.1
95.3
51.9
77.9
100.2
54.6
81.9
95.5
66,5
83,9
95.1
113.7
102.6
100.0
118.0
107.2
91,6
69,5
80.1
92.2
45.7
68.0
93.4
36.8
63.9
100.6
65.8
82.4
120.2
119.9
120.0
91.4
105.9
99.0
96.9
62,9
82.1
94.1
54.4
76.8
95,7
49.9
75.7
95.6
62.7
81.2
98.2
113,9
105,0
98.9
114,1
105.6
& Gypsum Board
&
-
Acoustic Treatment
&
Painting/Coating
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
14, 25, 28, 41, 43, 44,
&
UTIL.
WEIGHTED AVERAGE
-
CALIFORNIA
BAKERSFIELD
BERKELEY
EUREKA
947
955
FRESNO
INGLEWOOD
LONG BEACH
DIVISION
932 MAT.
015433
CONTRACTOR EQUIPMENT
0241,31-34
SITE
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
04
MASONRY
05
METALS
06
WOOD, PLASTICS & COMPOSITES
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS,
& INFRASTRUCTURE, DEMOLITION
& Gypsum &
10
-
& Accessories
Board
Acoustic Treatment
&
Painting/Coating
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
14, 25, 28, 41, 43, 44,
&
UTIL.
WEIGHTED AVERAGE
-
933
INST.
TOTAL
97.9
97.9
97.5
105.3
103.0
104.6
122.7
108.4
114.7
92.1
MAT.
INST,
TOTAL
MAT.
INST.
936 TOTAL
MAT.
-
938
903
INST.
TOTAL
97.9
97.9
97.6
97.6
108.5
101.6
103.7
99.4
104.8
103,2
143.9
114.9
130.6
128.4
103.9
131.7
104.3
101.9
115.4
108,6
84.7
115.4
122.0
125.4
99.1
116,3
106.2
97,5
110.4
131,2
120,6
114.4
121.4
117.8
107.1
119.2
131.9
127,0
99.4
123.4
99.4
103.8
106.5
100.3
104.6
102.9
93.8
121.5
109.4
110.4
154.0
135.0
104.0
111.9
107.2
103.2
135.9
96,5
116.2
101.2
96.8
140.5
98.9
122,0
114.7
102.8
109.6
122.0
117.9
104.9
109.2
106.2
100.8
104,2
102,9
118.7
lOO.O
98.5
98.5
119.7
106.0
110.1
120.2
118.3
148.0
111.5
92.5
116.2
120.7
104.0
127.8
101.1
119.4
110.1
93.2
115.7
105.8
MAT.
906
905
INST.
TOTAL
95.7
95.7
92.6
102.2
99.3
127.9
113.1
116.9
100.0
108.6
114.9
117.3
105.7
87,6
101.5
122.4
111.8
114.3
96.3
121.3
97.8
101.3
105.9
112.3
135.9
125.6
116.5
101,9
116,0
107.1
99,8
112,7
155.2
138.4
106.0
104.1
155.2
138,1
108.7
126.4
114.0
102.8
102.7
142.1
126.4
102.0
47.2
69.1
111.7
103.9
145.5
127,1
107.9
122.2
115.9
111.3
102.3
100.0
125.1
105.0
100.0
121.4
104,3
100.1
108.3
103.4
95.2
144.7
115.0
95.1
99.1
102.0
102.3
102.2
109.2
142.6
126.6
98.8
100.8
110.6
105.1
103.4
133.1
116.4
101.6
MAT.
-
908
INST.
TOTAL
95.7
95.7
99.8
102,2
101.5
116.4
108.0
116.9
115.7
111.7
107.6
114.9
111.2
120.2
101.1
99.7
120.2
108.2
95.7
116.8
106.1
105.0
116.8
110.8
111.7
75.8
118.7
102.4
84.5
118.7
105.7
100,4
104.2
93,8
100.6
95.9
93.7
100.6
95.8
105.3
135.9
122.5
106,0
113.2
110,1
99.5
113.2
107.2
107,6
94.0
113.6
101.9
100.9
118.5
108,1
101.1
118.5
108.2
102.8
96,7
124.0
103.1
91.0
115.5
96,8
91.0
115.5
96.8
136.9
127,0
97.5
136.9
124,3
103.9
113.7
110,5
99.8
113,7
109,2
112.1
136.9
128,6
106.0
136.9
126.5
101,7
113.7
109.7
101.7
113,7
109.7
109.3
118,7
112.1
110.4
135.9
118.0
98.9
109.2
102,0
96.5
109.2
100.3
115.0
108.6
111.1
102.1
108.4
105.9
102.1
108.4
105.9
104.3
131,9
119.7
101.4
114.1
108,4
100.6
114.1
108.1
100,0
121.4
104.3
100.0
110.2
102.0
100.0
110.2
102.0
96.7
100.2
109.6
104.0
94.7
113.7
102.4
94.7
113.7
102.4
112.6
106.0
91.7
102,9
97.6
105.5
119.9
113,0
105.2
119.9
112.9
111.6
106.0
100.0
114.5
106.3
95,7
113.4
103.4
97.1
113,4
104.2
CALIF DRNIA
LOS ANGELES 900 MAT.
015433
CONTRACTOR EQUIPMENT
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
04
MASONRY
05
METALS
06
WOOD, PLASTICS & COMPOSITES
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950,0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS, 10
Accessories
& Gypsum Board
&
-
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
744
WEIGHTED AVERAGE
46
PLUMBING & HVAC
&
UTIL.
-
902
INST.
TOTAL
MAT.
MARYSVILLE
MODESTO
MOJAVE
OAKLAND
959
953
935
946
INST.
TOTAL
97.6
97.6
99.2
99,2
100,3
105.7
104.1
104.8
104.5
104.6
MAT.
INST.
TOTAL
97.6
97,6
99,6
104.5
103,0
MAT.
INST.
TOTAL
97,9
97.9
93.1
105,3
101.7
MAT.
INST.
OXNARD 930 TOTAL
98.5
98,5
126.2
106.0
112.0
MAT.
INST.
TOTAL
96.8
96.8
99.7
103,4
102.3
109.9
123.2
121.4
105.0
131.8
128.2
101.3
131.8
127.7
116.3
113,5
113.9
107.2
148.0
142.4
107.7
123.1
121.0
109.4
115.0
112.2
101.9
115.3
108.6
105.5
115.5
110.5
102.0
114.6
108.3
94.6
116.2
105.4
100.1
114.8
107,4
94.6
120.9
105.5
110.7
117.6
113.6
99.1
117.6
106.8
84.4
120.7
99.4
121.2
122.0
121.5
98.2
121.0
107.6
100.9
119.9
110.3
115,1
122.6
118.8
105.9
122.6
114.1
93.9
115.4
104.5
109.9
131.2
120.4
102,1
119.8
110,8
90.0
119.9
108.5
100.3
118,2
111,4
99.3
122.3
113.5
94.7
115.7
107.7
126.6
131.9
129.9
97.5
116,5
109.3
100.6
102.0
101,0
102.4
101.1
102.0
99.6
101,4
100.2
102.6
99.3
101,6
100.8
100.3
100.7
100.7
100.0
100.5
105.7
121.4
114.5
99.5
135,9
120,0
95.3
135.9
118,2
105.0
109.2
107.4
98,4
154.0
129.8
99.6
121.5
111.9
100.3
121.1
108.7
101.4
119.3
108.6
101.0
118,5
108.1
100.1
110.2
104.2
101.2
135.9
115.3
103.3
119.4
109,8
97.8
120,2
103.1
99.1
124.7
105,2
98,0
124.7
104.3
92.1
109,5
96.2
96.8
140.5
107.2
94.5
120.2
100.6
103.5
122.0
116.1
98.3
136,9
124.5
101.0
136.9
125.4
108.9
109.4
109.2
97.4
155.2
136.7
101,8
122.0
115.6
111.6
122.0
118.5
111.2
136.9
128,3
106.7
136.9
126,8
107.4
109.4
108.7
107.0
155.2
139.1
109,9
122.0
118.0
96.8
114.1
101.9
105.2
111.3
107.0
105.6
113.5
107.9
110.4
109,2
110.0
104.4
126.4
111.0
102.9
114.1
106.2
101.1
108.4
105.5
102.0
118.3
111,8
102.0
118,3
111.8
100.5
104.2
102.7
102.7
142.1
126.4
100.5
101.2
100.9
102.9
119.8
112.3
105.0
128.9
118.3
104.0
129.2
118.1
104,6
111.3
108,3
103.1
145.5
126.7
102.3
119.1
111.6
100.0
111.3
102.3
100.0
121.4
104.3
100.0
121.4
104.3
100.0
110.0
102.0
100.0
125.1
105,0
100.0
111.5
102.3
100.0
118.0
107.2
95.1
109.8
101,0
100.0
108,8
103.5
95.2
108.3
100.4
100.1
144.7
118.0
100.1
118.0
107.3
103.6
120.6
112.5
95.4
109,9
103,0
97.9
106,5
102.4
90.5
102.3
96.6
108.3
142.6
126.2
96.2
109.9
103.3
100.1
116.5
107.3
100.8
115.1
107.0
100.4
114.9
106.7
96.8
108.6
101.9
103.9
133.1
116.6
99.6
114.2
105.9
•
City Cost Indexes CALIFORNIA
PALM SPRINGS
PALO ALTO
PASADENA
REDDING
RICHMOND
922
943
910-912
960
948
RIVERSIDE
DIVISION
MAT.
INST.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
-
SITE
& INFRASTRUCTURE, DEMOLITION
&
TOTAL
MAT.
INST.
TOTAL
98.5
98.5
MAT.
INST.
TOTAL
98,9
98.9
93.4
109.7
104.8
139.2
104.9
116.9
104.2
108,3
114.9
122.0
113.8
89.9
98.8
98.8
88.2
105.7
100.5
115.6
106.0
108.8
102:1
116.9
114.9
105.4
144.5
107.1
114.7
110,9
92,5
115.9
108,1
MAT.
INST.
TOTAL
97.6
97.6
109.5
104.5
106.0
115.2
105.0
129.6
111.6
104.7
115.3
119.1
102.0
110.9
MAT.
INST.
925 TOTAL
MAT.
INST.
TOTAL
98.8
98.8
95.0
105,7
102.5
144.2
105.8
123.1
120.7
104.2
104.1
114.7
109.4
122.0
123.4
94,7
121.7
105.9
98.5
98.5
125.4
106.0
111.8
126.2
120.9
147.8
110,0
92.5
116.0
117.6
113,7
124.3
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
87.1
121,6
101.4
03
CONCRETE
97.7
117,2
107.3
99,3
129.6
114.2
99.4
116.4
107.8
115.2
121.5
118,3
112,0
131.0
121.4
103.8
120.0
111.8
04
MASONRY
74.9
115.9
100,3
101.7
127.8
117.8
106.8
118.6
114.1
110.3
118.2
115.2
119.0
127.8
124.4
75.9
115,9
100.7
05
METALS
103.8
99,9
102.6
98.3
99.8
98.8
84,1
99.9
88.9
100,5
101,1
100.7
98.4
99.8
98.8
103.4
100.1
102,4
06
WOOD, PLASTICS & COMPOSITES
93.2
113.3
104.5
95.8
149.6
126.1
83,3
113.1
100.1
97,8
132.8
117.5
114.2
154.0
136.7
98.5
121.4
111,4
07
THERMAL & MOISTURE PROTECTION
97.6
119.0
106.3
100.8
133.4
114.0
95.0
117.2
104.0
108,6
118.9
112.8
101.4
134.2
114.7
98.1
121.2
107.5
08
OPENINGS
96.6
115,5
101,1
96.8
137.5
106.5
89.8
115.5
95.9
102.0
123.0
107.0
96.9
139.9
107.1
99.1
120.2
104.1
0920
Plaster
95.5
113.7
107.9
95.6
150.6
133.0
95.0
113.7
107.7
104.5
133,7
124.4
104.9
155.2
139,1
99.9
122,0
115.0
0950, 0980
Ceilings
104.1
113.7
110.5
105,0
150.6
135.4
102.5
113.7
109.9
131.8
133.7
133.1
105.0
155.2
138.4
111.0
122.0
118,4
0960
Flooring
107.7
109.2
108.1
103.4
126.4
110.3
88.9
109.2
95.0
105.4
111,3
107.2
110.3
126.4
115.1
109.1
114.1
110.6
0970, 0990
Wall Finishes
98.7
113,7
107.7
102.7
142.1
126.4
101.7
108,4
105.7
104.1
118.3
112,6
102,7
142.1
126.4
98.7
106.2
103.2
09
FINISHES
100.7
114.7
108.5
101.4
142.9
124.5
95.7
114.0
105.9
110.9
127.1
119.9
105.4
145.5
127.7
103.5
119.6
112.5
COVERS
DIVS.
100.0
110.4
102.1
100.0
124,7
104,9
100.0
110.1
102.0
100.0
121.1
104.2
100.0
125.1
105,0
100.0
111.3
102.3
95.1
113.6
102.5
95.2
143.3
114,5
95.1
113.7
102.6
100.1
109.8
104.0
95.2
144.7
115,0
100.0
118.0
107.2
95.0
106.0
100.8
108,1
153.8
132.0
116.8
119.9
118.4
97.8
109.9
104,1
108.8
132.4
121.1
91.6
106,0
99.1
96.7
111,6
103.2
99.5
133.1
114,2
96.3
113,9
104.0
103.6
114.6
108.4
102.5
131,2
115.0
98.9
114.0
105.5
& Gypsum &
10
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
CALIFORNIA
SACRAMENTO 942,956 MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
8.
INFRASTRUCTURE, DEMOLITION
& Accessories
-
INST.
958
923
939
TOTAL
98,0
98.0
101.0
111.5
108.3
105.6
132.4
87.6
115.6
102.5
MAT.
INST.
TOTAL
-
924
919
INST.
TOTAL
98.8
98.8
75.1
105.7
96.6
MAT.
97.9
97,9
112.3
105.1
107.2
128.7
110.9
132.8
129.8
109.5
116.9
101.6
100,6
115.9
108.3
104.1
114.7
118.4
109.1
97.0
117.9
105.7
65.5
121.6
MAT.
-
940
921
INST.
SAN JOSE
SAN FRANCISCO
SAN DIEGO
SAN BERNARDINO
SALINAS
TOTAL
MAT.
-
951
941
INST.
TOTAL
108.8
108,8
MAT,
INST.
TOTAL
98.5
98.5
132.0
99.7
109,3
143.2
107.4
147.9
142,3
112.2
92.8
116.2
104.5
123.5
124.0
115.1
121.6
117.8
99,0
99.0
99.7
103.3
102.2
128,6
111.8
116.8
115,9
103.8
112.0
110.9
106.9
149.0
109.4
104.9
114.7
109.8
107.8
116.6
88.8
98.5
108.7
102.7
124.3
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
99.8
122.7
111.1
112.4
123.2
117,7
77.7
117.2
97.2
104.6
110.7
107.6
113.5
132.7
123.0
111.8
131.4
121.5
04
MASONRY
103.4
122.3
115.1
94.4
127.4
114.8
82.4
115.9
103.1
97.1
114.2
107.7
127.2
136.2
132,8
126.8
131.9
130.0
05
METALS
96.4
95.7
96.2
105,3
102.5
104.4
103.3
99.9
102,3
99.6
101.3
100.1
107.1
110.1
108.0
97.8
107.1
100.6
06
WOOD, PLASTICS & COMPOSITES
92.3
136.1
117.0
104.4
136.1
122.3
102.3
113.3
108.5
97.0
108.8
103.6
98.4
154,2
129.9
107.5
153.8
133.6
07
THERMAL & MOISTURE PROTECTION
108.5
121.1
113.6
100.6
125.9
110.9
96.8
119.0
105.8
99.7
106.6
102.5
102.9
139.0
117.6
97.4
138.4
114.1
08
OPENINGS
110.7
124.8
114.1
95,6
130.7
103.9
96.6
115,5
101.1
96.8
111.4
100.3
101.4
140.6
110.7
89.5
140.3
101.5
0920
Plaster
92.5
136.9
122,7
102,9
137.1
126.2
101.7
113.7
109.9
102.3
108.9
106.8
99.8
155,2
137.5
96.2
155.2
136,3
0950, 0980
Ceilings
105.0
136.9
126.2
107.4
137.1
127.2
106.7
113.7
111.4
109,6
108.9
109.1
114.8
155.2
141.7
104.8
155.2
138.3
0960
Flooring
103.3
119,7
108.2
105.1
123.3
110.6
111,0
109,2
110.4
96.2
114.1
101.5
104.4
126.4
111.0
98.7
126.4
107.0
0970, 0990
Wall Finishes
100.3
118,3
111,1
101,6
142.1
126.0
98.7
106.2
103.2
98.3
106.4
103.2
102.7
152.6
132.7
102.3
142,1
126.2
09
FINISHES
COVERS
DIVS. 10
& Gypsum &
-
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
&
UTIL.
WEIGHTED AVERAGE
99.8
130,4
116.9
104,2
133,7
120.6
101.8
113.9
108.6
101,0
111.3
106.7
105.2
146.8
128.4
102,7
145.3
126.4
100.0
121.9
104.4
100.0
121,5
104,3
100.0
110.2
102.1
100.0
109.1
101.8
100.0
125.6
105.1
100.0
124.7
105.0
100.0
121.9
108.7
95.2
115.3
103.2
95.1
113.8
102.6
100.0
116.3
106.5
100.0
171.6
128.7
100.0
143.3
117.3
103.4
111.3
107.5
91.7
122.8
107.9
95.0
103.7
99.6
102.2
98.9
100.5
108.3
161.4
136.1
101.0
153.8
128.6
101.2
118.6
108.8
100.2
120.3
108.9
94.6
111.2
101.9
100.2
109.1
104.1
106.1
143.8
122.5
102,2
134.6
116.3
CALIFORNIA
SAN
LUIS OBISPO
934 INST.
TOTAL
97.9
97.9
104.7
105.3
105.1
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
SAN MATEO
SAN RAFAEL
944
949
INST.
TOTAL
98.5
98.5
122.8
106.0
111.0
MAT.
MAT.
INST.
926 TOTAL
98.5
98.5
113.7
111.6
112.2
MAT.
-
927
INST.
SANTA CRUZ
SANTA BARBARA
SANTA ANA
950
931
TOTAL
MAT.
INST.
TOTAL
97,9
97.9 103.6
98.8
98.8
86.7
105.7
100.0
99.6
105.3
MAT.
INST.
TOTAL
98.5
98.5
131.6
99.5
109.0
0310
Concrete Forming
118.0
116.9
117.0
111.2
147.9
142.9
115.2
147.8
143.4
109.7
116.9
115.9
108.6
123,1
121.1
107,5
133,0
129.5
0320
Concrete Reinforcing
102.0
114.8
108.4
92,5
116.1
104,3
93.1
116.1
104.6
107.6
114.7
111.2
100.1
114,8
107.4
115.0
115.9
115.5
0330
Cast-in-Place Concrete
104.2
120.8
111.1
120.4
122.0
121,0
140.1
121.2
132.2
83.6
121.6
99.4
97.8
120.9
107,4
114.3
119.8
116.6
03
CONCRETE
110.1
116.9
113.4
108.4
131.1
119.6
129.7
130.6
130.2
95.2
117,2
106.1
102.0
119.7
110.7
115.0
124.1
119.5
04
MASONRY
96.1
117.4
109.3
118.7
130.8
126.2
98.0
130.8
118,3
72,6
116,2
99.6
94.9
117.4
108.8
130.4
127.5
128.6
05
METALS
103.2
99.7
102.1
98.2
100.1
98.8
99.6
97.8
99.1
103.4
99.9
102.3
101.1
100.0
100.8
105.1
105.8
105.3
06
WOOD, PLASTICS & COMPOSITES
107.5
113,4
110,8
103.5
154.0
132.0
100,4
153.8
130.5
103,9
113.3
109.2
99.6
121.5
111.9
107.5
136.2
123.7
07
THERMAL & MOISTURE PROTECTION
100.8
117.5
107.6
101.2
136.2
115.4
105.2
132.9
116.5
97.9
119.1
106.5
100.2
119.0
107.9
97.4
128.5
110.0
08
OPENINGS
93.9
111.8
98.1
96,8
139.9
107.0
108.2
139,8
115.7
96.0
115.5
100.6
95.2
120.2
101.1
90.7
130.8
100.2
0920
Plaster
110.4
113.7
112.6
100,8
155.2
137.8
102.5
155,2
138.4
102.4
113.7
110.1
101.8
122,0
115.6
103.7
137.1
126.4
0950, 0980
Ceilings
107.4
113.7
111,6
105,0
155.2
138.4
113.0
155.2
141.1
106.7
113.7
111.4
109.9
122,0
118.0
108.5
137,1
127.5
0960
Flooring
111.3
109.2
110,7
106,0
126.4
112.1
115.1
121.3
117.0
111.5
109.2
110.8
104.4
109.2
105,8
102.8
123.3
108.9
0970, 0990
Wall Finishes
100.5
101.1
100.9
102.7
142.1
126,4
99.0
142,1
124.9
98,7
106.2
103.2
100.5
101.2
100.9
102.5
142.1
126.3
09
FINISHES
106.1
112.6
109.7
103,4
145,5
126.8
105.8
144,4
127.3
103.3
113.9
109.2
102.9
118.2
111.4
105.7
133.8
121.3
100.0
120.4
104.1
100.0
125.2
105,0
100.0
124.5
104.9
100,0
110.4
102.1
100.0
111,5
102.3
100.0
121.8
104.4
95.2
113.8
102.6
95.2
142.8
114.3
95.1
164.7
123.0
95.1
113.8
102.6
100.1
118.0
107.3
100.0
115.3
106.1
COVERS
DIVS.
Accessories
& Gypsum Board
10
&
-
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
90.5
106.0
98.6
108.1
143.6
126.7
105.1
116.4
111.0
95.0
105.9
100.7
89.4
111.8
101.1
99.9
122,8
111.9
WEIGHTED AVERAGE
99,3
111.6
104.7
101.7
132.7
115.2
104.2
133.6
117.0
96.5
111.6
103.1
98.9
114.6
105.7
104.1
120,4
111.2
MF2010
745
Indies
City Cost
CALIFORNIA
COLORADO
SANTA ROSA
STOCKTON
SUSANVILLE
VALLEJO
VAN NUYS
954
952
961
945
913-916
ALAMOSA
nii/]cinN
MAT.
CONTRACTOR EQUIPMENT
015433 34
0241, 31
SITE
& INFRASTRUCTURE, DEMOLITION & Accessories
INST.
TOTAL
98.2
98.2
100.1
104.5
103.2
MAT.
INST.
TOTAL
MAT.
INST.
TOTAL
97.6
97.6
97,6
97.6
99,4
104.5
103,0
115.9
104.5
107.9
MAT.
INST.
TOTAL
MAT.
811
INST.
TOTAL
98.9
98.9
98.5
98.5
100.5
111.4
108.2
109.9
109.7
109.7
MAT.
INST.
TOTAL
93.8
93,8
132.1
89.0
101.9
0310
Concrete Forming
103.1
146,8
140.8
105.3
131.8
128.2
106.2
129.6
126.4
105.6
146.5
140,9
110.9
116.9
116.1
105,2
69.0
73.9
0320
Concrete Reinforcing
102.7
116.4
109.6
105.5
115.5
110.5
104,7
115.3
110.0
94.3
116.3
105.3
108.3
114.9
111.6
108.0
78.4
93,2
0330
Cast-in-Place Concrete
108.7
119.2
113.1
96.6
117.6
105.3
100.9
117.6
107.8
111.6
119.6
114.9
94.8
119,1
104.9
100.6
79.3
91.8
03
CONCRETE
114.9
130.0
122.4
104.9
122.6
113.6
117.6
121,5
119,5
105.2
129,5
117.2
113.8
116.4
115.1
115.5
74.6
95.3
04
MASONRY
98.6
133.7
120.3
99.2
122,3
113.5
108.3
118.2
114.4
74,6
132.4
110.4
122.3
118.6
120,0
123.2
72,7
92.0
05
METALS
103.7
104.3
103.9
99,8
101.4
100.3
99,6
101.1
100.1
99,6
97.6
99.0
83,2
99.9
88.3
97.2
81.1
92,2
06
WOOD, PLASTICS & COMPOSITES
94.6
153,6
127.9
100.8
135.9
120.6
99.5
132.8
118.3
89.8
153.8
125.9
91,6
113.1
103.8
93,8
69.0
79.8
07
THERMAL & MOISTURE PROTECTION
98.3
134.5
113.0
101.1
118.5
108.2
109.2
118.9
113.2
103.0
134.0
115.6
95.8
117.2
104.5
105.1
78.4
94.2
08
OPENINGS
97.4
140.2
107.6
98.0
124.7
104.3
101.9
123.0
106.9
110.0
140.3
117.2
89.7
115.5
95.8
98.4
75.3
92.9
0920
Plaster
97.2
155.2
136.7
101.0
136.9
125.4
105.4
133.7
124.7
97.3
155.2
136.7
99.9
113.7
109.3
75.8
67.9
70.4
0950, 0980
Ceilings
106.7
155.2
139,0
113,7
136.9
129.1
123.9
133.7
130.4
115.0
155.2
141.8
99.8
113.7
109.1
104.2
67,9
80.1
108.1
117,0
110.8
105.6
113,5
107,9
105.9
111.3
107.5
111.2
126.4
115.7
91.1
109.2
96,5
112,4
55.8
95.5
98.7
142.1
124.8
102.0
118.3
111.8
104.1
118.3
112.6
99.9
142.1
125,3
101.7
108.4
105.7
113.0
24.1
59.6
102.6
143.0
125.1
105.5
129.2
118.7
110.4
127.1
119,7
102,8
144.7
126.1
97.7
114,0
106.8
104.9
61.2
80.5
100.0
123.2
104.7
100.0
121.4
104.3
100.0
121.1
104.2
100.0
123.7
104.7
100.0
110.1
102,0
100,0
89.1
97.8
95.1
163.4
122.5
100.0
108.8
103.5
95.2
109.8
101.0
100.0
128.8
111.6
95.1
113.7
102.6
95,2
72.6
86.1
95.4
116.6
106,4
97.9
110.9
104,7
98.1
109.9
104.3
100.6
125.1
113.4
116.8
119,9
118.4
96.8
74,2
85.0
100,3
133.4
114.7
100.5
115.5
107.0
102.6
114.6
107.8
100.6
127.2
112.2
99.1
113,9
105.5
102.0
74.6
90.1
& Gypsum Board
&
Acoustic Treatment
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
21, 22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
COLORADO
COLORADO SPRINGS
BOULDER
DENVER
DURANGO
FORT COLLINS
813
805
FORT MORGAN
DIVISION
803 INST.
TOTAL
94.9
94.9
92.4
95.1
94.3
102.0
81.7
MAT.
CONTRACTOR EQUIPMENT
015433 34
0241, 31
SITE
& INFRASTRUCTURE, DEMOLITION
&
808 MAT.
-
809
INST.
800 TOTAL
93.4
93,4
94,5
93.1
93.5
84.4
92.9
77.4
MAT.
-
802
INST.
TOTAL
MAT.
INST.
TOTAL
MAT.
93,8
93.8
125.8
89.0
100.0
104.3
80.5
111.4
69.2
74.9
99.3
97.7
97.7
93.7
101.2
99.0
79.5
98.5
77.7
INST.
807
TOTAL
MAT.
INST.
TOTAL
94.9
94.9
94,9
94.9
94.7
97.5
95.3
94.6
94,8
76.4
79.5
102.5
76.6
80.2
0310
Concrete Forming
0320
Concrete Reinforcing
102,0
78,5
90,3
101.2
82.7
92.0
101.2
82,7
92.0
108.0
78.4
93,2
102.1
78.6
90.3
102.2
78,4
90.3
0330
Cast-in-Place Concrete
102,4
79.8
93,0
105,2
82.9
95.9
99.6
82,6
92.5
115.7
79,4
100.6
115.6
78.6
100.2
100.5
78.6
91.4
03
CONCRETE
104.7
80.6
92.8
108,1
80.6
94.6
102.4
80,6
91.7
117.8
74.8
96.5
115.3
77.8
96.8
103.2
77.8
90.7
04
MASONRY
93.1
73.2
80.8
94.1
73.0
81.0
96.1
73.3
82.0
110.9
72.4
87.1
110.4
76.9
89.7
107.5
72.9
86,1
05
METALS
97.7
84.4
93.6
100.8
86.5
96.4
103.4
86.7
98.2
97.2
81.2
92,2
98.9
81.3
93.5
97.5
81.1
92.4
06
WOOD, PLASTICS & COMPOSITES
93,3
84.9
88.6
83.8
79.1
81.2
91.0
79.0
84,3
102,6
69.0
83.7
90.8
79.0
84.1
93.3
79.0
85.2
07
THERMAL & MOISTURE PROTECTION
104.4
80.5
94.7
105.3
80.3
95.1
103.7
74,6
91,9
105.0
78.3
94.2
104.8
72.2
91.6
104,4
79.9
94.4
08
OPENINGS
101.5
83,9
97.3
105,8
82.0
100.2
106.5
81.9
100.7
105.3
75.3
98.2
101.4
80.7
96.5
101.4
80.7
96.5
104,0
84,6
90,8
86.1
78.6
81.0
99.6
78.6
85.3
88.1
67.9
74.3
98.0
78.6
84.8
104.0
78,6
86.7
98.0
84.6
89.1
105,1
78.6
87.4
108.2
78.6
88.5
104.2
67.9
80.1
98.0
78.6
85.0
98.0
78.6
85.0
103.7
85.3
98.2
95.8
69.5
87.9
100.5
86,3
96.3
116,8
55.8
98.5
100,4
55.8
87.1
104.1
55.8
89.7
100.8
68.0
81.1
100.5
41.4
65.0
100.8
77.3
86.7
113.0
24.1
59,6
100.8
41.1
64.9
100.8
54.7
73.1
102.6
81.2
90.7
99,4
72.0
84.2
103.1
79.0
89.7
106.9
61,2
81.5
101.4
68.9
83.3
102.6
70.4
84.7
100.0
90,0
98.0
100.0
89.7
97.9
100.0
89.4
97.9
100.0
89.1
97,8
100.0
89.4
97.9
100.0
89,4
97.9
95.2
77.6
88.1
100,2
72.7
89.2
100.0
79.9
91.9
95.2
84,9
91.0
100.1
77.5
91.0
95.2
77.5
88.1
& Gypsum
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
&
10-
DIVS.
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25,
28,41,43,44, 46
PLUMBING & HVAC
.
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
96.9
85.2
90.8
100.5
83.0
91.4
102,1
85.2
93.3
96.2
71.1
83.1
96.9
85.1
90.7
97.2
85.1
90.9
WEIGHTED AVERAGE
98.6
82.0
91.3
101,3
79.3
91.7
101.6
82,6
93,3
102.4
76.8
91.2
102.1
79.6
92.3
99.1
79.6
90.6
MF2010
COLORADO
GLENWOOD SPRINGS
GOLDEN
GRAND JUNCTION
GREELEY
MONTROSE
816
804
815
806
814
015433 -
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
TOTAL
94.9
94.9
104.4
94.9
97.7
80.2
95,2
76.5
TOTAL
96,5
96,5
140,8
95.9
109.3
102.3
76.7
CONTRACTOR EQUIPMENT
0241, 31
INST.
INST.
MAT.
MAT.
INST.
TOTAL
94.9
94.9
91.7
94.1
93.4
80.8
97.5
80,2
INST.
TOTAL
96.5
96.5
125,5
95.5
104,5
79.1
110.1
76,2
MAT.
MAT.
MAT.
INST.
PUEBLO 810 TOTAL
MAT.
INST.
TOTAL
93.8
93.8
117.7
91.5
99.3
79.9
107.3
77.8
81.8 93.1
95.1
95.1
134.6
92,1
104.8
82.5
101.8
76.4
0310
Concrete Forming
0320
Concrete Reinforcing
106.9
78.4
92.7
102.2
78.4
90.3
107.3
78.3
92.8
102,0
77.0
89.5
106.8
78,3
92.6
103.3
82.7
0330
Cast-in-Place Concrete
100.6
78.8
91.5
100.5
78.6
91.4
111.4
78,1
97.5
96.6
58,5
80.8
100.6
78.7
91.5
99.9
83.7
93.2
03
CONCRETE
120.6
77.9
99,6
113.8
77.8
96.0
114.1
77.4
96.0
99,9
72.2
86.3
111.6
77.7
94.9
104.3
81.1
92.8
04
MASONRY
97.5
72.9
82.3
110.3
72.9
87.2
129.6
72.7
94.4
104.6
49.7
70.6
103.9
72.7
84.6
94.1
73.2
81.2
05
METALS
96.9
81.8
92.2
97.7
81.2
92.6
98,4
80.5
92.9
98.9
78.5
92.6
96.0
80.8
91.3
100.0
87.4
96.1
06
WOOD, PLASTICS & COMPOSITES
89,1
79,1
83.4
86.2
79.0
82.1
100.4
79.1
88.4
88.4
84.9
86.4
90.2
79.2
84.0
96.3
79.4
86.8
07
THERMAL & MOISTURE PROTECTION
105.0
79.5
94,6
105.3
74.2
92.7
104.1
68.8
89.8
104.3
65.0
88.3
105.1
79.5
94.7
103.6
80.0
94.0
08
OPENINGS
104.3
80.8
98.7
101.4
80.7
96,5
105.0
80.8
99.3
101.4
83.9
97,3
105.5
80.8
99.7
100.1
82.1
95.9
0920
Plaster
111.5
78,6
89.1
95.8
78.6
84.1
123.4
78.6
92.9
96.5
84.6
88.4
75.0
78.6
77.4
80.2
78.6
79.1
0950,0980
Ceilings
103.4
78.6
86.9
98.0
78.6
85.0
103.4
78,6
86.9
98.0
84.6
89.1
104.2
78.6
87.2
113,1
78.6
90.1
111.7
51.4
93.7
98.3
55.8
85.6
116.2
55.8
98.1
99.5
55.8
86.4
114.6
46.2
94,2
113.4
86.3
105.3
112,9
54.7
77,9
100.8
68.0
81.1
112.9
68.0
85.9
100.8
25.6
55.6
113.0
24.1
59.6
113.0
38.4
68.1
109.9
69.8
87.5
101.3
72.6
85.3
110.8
72,0
89.2
100,1
70.7
83.7
105.4
65.3
83.1
105.8
74.9
88.6
100,0
89,5
97.9
100,0
89.4
97.9
100,0
89.5
97.9
100.0
90.0
98.0
100,0
89.8
98.0
100.0
90.3
98.1
95.2
84.8
91.0
95.2
77.0
87.9
100.0
84.3
93.7
100.1
77,5
91.0
95.2
84.8
91.0
100,0
72.8
89.1
93.5
71.1
81.8
97.2
85.1
90.9
95.9
55.1
74.6
96.9
85.1
90.7
95.9
57.7
76.0
96.9
74.3
85.1
102.2
79.3
92.2
100.6
79.6
91.4
104.4
76.7
92.4
99.7
76.1
89.4
101.2
76.5
90.5
100.9
78.6
91.2
& Gypsum &
Flooring
0970,0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
21, 22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
746
Board
Acoustic Treatment
0960
10
Accessories
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS VI/EIGHTED
AVERAGE
46
&
UTIL,
.
City Cost Indexes COLORADO
CONNECTICUT
SALIDA
BRIDGEPORT
BRISTOL
HARTFORD
MERIDEN
812
066
060
061
064
NEW
BRITAIN
DIVISION
MAT.
CONTRACTOR EQUIPMENT
015433 34
0241, 31
SITE
& INFRASTRUCTURE, DEMOLITION & Accessories
INST.
TOTAL
INST.
TOTAL
100.6
100.6
110.9
104.0
106.1
120.3
98.2
123.7
INST.
TOTAL
100.6
100.6
111.7
104.0
106.3
81.0
98.2
123.8
95.1
95.1
125.5
92.4
102.3
110.0
76.4
MAT.
MAT.
INST.
TOTAL
100.6
100.6
106.0
104,0
104.6
120.3
95.1
123.7
MAT.
060
INST.
TOTAL
101.1
101.1
108,9
104.7
105.9
119.8
97,9
123,7
MAT.
INST.
TOTAL
100.6
100,6
111.1
104,0
106,1
120.2
98.6
123.7
120.3
MAT.
0310
Concrete Fornning
0320
Concrete Reinforcing
106.6
78.3
92.5
110.0
129.3
119.7
110.0
129.3
119.7
109.5
129.3
119.4
110,0
129,3
119.7
110.0
129.3
119.7
0330
Cast-in-Place Concrete
115.2
78.7
100.1
103.7
127.5
113.6
97.2
127.4
109.8
99.0
127.4
110.8
93.5
127.4
107,6
98.8
127.4
110,7
03
CONCRETE
112.8
77.7
95.5
105.3
125.8
115.4
102.2
125.7
113.8
102.8
125.8
114.1
100.5
125.7
112.9
103.0
125.7
114.2
04
MASONRY
131.2
72.7
95.0
98.1
134.8
120.8
90.8
134.8
118.0
94.7
134.8
119,5
90.4
134.8
117.9
92.1
134.8
118,6
05
METALS
95.7
80.8
91.1
102.0
125.1
109.1
102.0
125.1
109.1
107.8
125,1
113.1
99.5
125.1
107.4
98,6
125.1
106.8
06
WOOD, PLASTICS & COMPOSITES
97.4
79.2
87.2
99.1
122.9
112.5
99.1
122,9
112.5
92.6
122.9
109.7
99.1
122.9
112.5
99.1
122.9
112.5
07
THERMAL & MOISTURE PROTECTION
104.1
79.5
94.1
100.3
129.2
112.0
100.4
126.9
111.2
104.8
126,9
113.8
100.4
126.9
111.2
100.4
126,9
111,2
08
OPENINGS
98.5
80.8
94.3
107.0
132.2
113.0
107.0
132.2
113.0
106.1
132.2
112.2
109.4
132.2
114.8
107.0
132.2
113,0
0920
Plaster
75.4
78.6
77.5
99.9
123.0
115.6
99.9
123.0
115.6
95.4
123.0
114.2
101.5
123.0
116.1
99.9
123.0
115.6
0950, 0980
Ceilings
104.2
78.6
87.2
97.9
123.0
114.6
97.9
123.0
114,6
101.3
123.0
115.7
102.1
123.0
116.0
97.9
123.0
114.6
0960
Flooring
119.1
46.2
97.3
99.3
133.6
109.6
99.3
133.6
109.6
97.8
133.6
108.5
99.3
133.6
109.6
99.3
133.6
109,6
0970, 0990
Wall Finishes
113.0
24.1
59.6
96.4
122.3
112.0
96.4
122.3
112.0
97.3
122.3
112.3
96.4
122.3
112.0
96.4
122.3
112.0
09
FINISHES
105.6
65.3
83.2
100.8
125.1
114.3
100.8
125.1
114.3
99.7
125.1
113.8
101.9
125.1
114.8
100.8
125.1
114.3
COVERS
DIVS.
100.0
89.9
98,0
100.0
110.4
102.1
100.0
110.5
102.1
100.0
110.5
102.1
100.0
110.5
102.1
100.0
110.5
102.1
95.2
72.6
86,1
100.0
116.0
106.4
100.0
116,0
106.4
100.0
116.0
106.4
95.1
116.0
103.5
100.0
116,0
106.4
96.1
74.2
84,7
99.2
108.7
104.2
99.2
111.3
105.5
98.6
112.3
105.7
99.2
111.3
105.5
99,3
111,3
105.6
101.7
76.2
90.6
101.8
120.2
109.8
101.1
120.4
109.5
102.0
120.6
110.1
99.6
120.5
108.7
100.8
120.4
109.3
& Gypsum Board
&
10
-
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
CONNECTICUT
NEW HAVEN
NEW LONDON
NORWALK
STAMFORD
WATERBURY
065
063
068
069
067
WILLIMANTIC
DIVISION
INST.
TOTAL
101.1
101.1
110.9
104.7
106.5
98.0
123.7
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
101.1
101.1
103.1
104.7
104.2
120.2
97.9
123.7
MAT.
INST.
TOTAL
100.6
100,6
111.5
104.0
106.2
120.2
98.2
124.2
MAT.
INST.
TOTAL
100,6
100.6
112.2
104.0
106.4
120.6
98.2
124.2
MAT.
062
INST.
TOTAL
100.6
100.6
111,4
104.0
106.2
120.7
98.2
123.7
MAT.
INST.
TOTAL
100.6
100.6
111.6
104.0
106.3
120.2
98.2
123.7
120.2
110.0
129.3
119.7
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
110.0
129.3
119,7
86.3
129.3
107.7
110.0
129.4
119.7
110.0
129.4
119,7
110,0
129,3
119,7
0330
Cast-in-Place Concrete
100.5
127.4
111.7
85.7
127.4
103.0
102.0
128.9
113.2
103.7
128.9
114.2
103.7
127.4
113.6
96,9
127.4
109.6
03
CONCRETE
117.2
125.7
121.4
90.2
125.7
107.7
104.5
126.5
115.3
105.3
126.5
115.8
105.3
125.7
115.4
102.1
125.7
113.7
04
MASONRY
91.0
134.8
118.1
89.4
134.8
117.5
90.6
134,8
118.0
91.3
134,8
118.2
91,3
134.8
118.2
90.6
134.8
118.0
05
METALS
98.8
125.1
106.9
98.5
125.1
106.7
102.0
125.5
109.3
102.0
125.6
109.3
102.0
125.0
109.1
101.8
125.0
108.9
06
WOOD, PLASTICS & COMPOSITES
99.1
122.9
112.5
99.1
122.9
112.5
99.1
122.9
112,5
99,1
122.9
112.5
99.1
122.9
112.5
99.1
122.9
112.5
07
THERMAL & MOISTURE PROTECTION
100.5
126.7
111.1
100.4
126.9
111.1
100.4
129.4
112.2
100.4
129.4
112.2
100.4
126.7
111.1
100.6
125.7
110.8
08
OPENINGS
107.0
132.2
113.0
109.9
132.2
115.2
107.0
132.2
113.0
107.0
132.2
113.0
107.0
132.2
113.0
110,0
132.2
115.2
0920
Plaster
99.9
123.0
115.6
99.9
123.0
115.6
99.9
123.0
115.6
99.9
123.0
115.6
99.9
123.0
115.6
99.9
123.0
115.6
0950, 0980
Ceilings
97.9
123.0
114.6
95.9
123.0
113.9
97.9
123.0
114.6
97.9
123,0
114.6
97.9
123.0
114.6
95.9
123.0
113.9
0960
Flooring
99.3
133.6
109.6
99.3
133.6
109.6
99.3
133.6
109.6
99.3
133.6
109.6
99.3
133.6
109.6
99.3
135.7
110.2
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
& Gypsum &
Accessories
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
MF2010
WEIGHTED AVERAGE
96.4
122.3
112.0
96.4
122.3
112.0
96.4
122.3
112.0
96.4
122.3
112.0
96.4
122.3
112.0
96.4
122.3
112.0
100.8
125.1
114.4
99.8
125.1
113.9
100.8
125.1
114.4
100.9
125.1
114.4
100.7
125.1
114.3
100.5
125.4
114.4
100.0
110.5
102.1
100.0
110.5
102.1
100.0
110.6
102,1
100.0
110.7
102,1
100,0
110.4
102.1
100.0
110.5
102.1
100.0
116.0
106.4
95.1
116.0
103.5
100.0
116.1
106.4
100.0
116.1
106.4
100.0
116.0
106.4
100.0
116.0
106.4
99.2
111.3
105.5
95.9
111.3
103.9
99.2
156.4
129.1
99.2
163.8
132.9
98.7
108.7
103.9
99.2
112.2
106.0
102.2
120.5
110.2
97.7
120.5
107.6
101.4
126.9
112.5
101.5
127.9
113,0
101.4
120.1
109.6
101.4
120.6
109.7
DELAWARE
D.C.
WASHINGTON
FLORIDA
DOVER
NEWARK
WILMINGTON
DAYTONA BEACH
199
197
198
321
FORT LAUDERDALE
DIVISION
200
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
& Accessories
INST.
TOTAL
117.0
117.0
99.7
112.3
108.6
81.9
97.1
101.5
TOTAL
104.4
104.4
106.8
94.0
97.8
99.5
79.2
CONTRACTOR EQUIPMENT
0241, 31
205
INST.
MAT.
015433
-
MAT.
INST.
TOTAL
117.0
117.0
99.1
112.3
108.4
100.9
97.2
101.5
101.9
93.8
MAT.
INST.
TOTAL
117.2
117.2
92.4
112,6
106,6
100.9
98.3
101.5
105,2
99,5
96,4
MAT.
MAT.
INST,
333 TOTAL
MAT.
INST,
TOTAL
91.7
91.7
93.6
78.3
82.9
73.5
95.5
70.1
73.6
85.9
89.8
74.4
82,1
98.8
98.8
107.0
90.4
95.4
101.1
97.3
69.7
105.2
100.8
92.8
79.0
0310
Concrete Forming
0320
Concrete Reinforcing
109.0
91.3
100.2
98.5
105.2
0330
Cast-in-Place Concrete
121.4
88.1
107.5
99.1
100.6
99.7
84.4
100.6
91.1
88.9
100.6
93.8
86.6
72.0
80.5
90.9
78.4
85.7
03
CONCRETE
109.6
85.8
97.9
99.9
102.8
101.3
92.1
102.8
97.4
94,8
102.8
98.7
88.2
73.4
80.9
90.7
75.0
82.9
04
MASONRY
95.9
80.0
86.1
103.3
97.2
99.5
99,9
97.2
98.2
103.6
97.2
99.6
92.3
66.8
76.5
89.9
69.4
77.3
05
METALS
100.1
107.3
102.3
103.1
117.0
107.4
103.7
117.0
107.8
102,9
117,0
107.3
96.4
92.8
95.3
95.5
91.5
94.2
06
WOOD, PLASTICS & COMPOSITES
103.5
77.2
88.7
95.0
101.1
98.4
97.6
101.1
99.6
98.2
101.1
99.8
99,7
70.8
83.4
96,0
68.7
80.6
07
THERMAL & MOISTURE PROTECTION
102.4
86.0
95.8
101.9
110.2
105.3
104.2
110.2
106,7
102.2
110.2
105.5
99.6
74.9
89.6
96.9
82.3
91.0
08
OPENINGS
100.3
87.6
97.3
94.3
110.5
98.1
93.4
110.5
97.4
96.6
110.5
99.9
98.9
69.1
91.8
96.9
67.1
89.9
105.8
76.5
85.9
105.9
101.0
102.6
103.4
101,0
101.8
104.8
101.0
102.2
95.1
70.3
78.3
98.5
68.2
77.9
107.8
76.5
87.0
104.2
101.0
102.0
95.0
101.0
99,0
102,2
101.0
101.4
90.7
70.3
77.2
91.3
68.2
75,9
104.7
95.3
101.9
99.1
109.0
102.1
95.5
109.0
99.6
101.4
109.0
103.7
115.2
74.9
103.2
115.4
70.6
102.0
104.6
84.0
92.2
97.3
105.3
102.1
99.5
105.3
103.0
97,3
105.3
102.1
99.4
75.7
85.2
96.5
71.7
81.6
101.6
81.7
90.5
101.4
102.8
102.2
97.4
102.8
100.4
102.0
102.8
102.4
100.8
70.9
84.1
99.4
69,6
82.8
100.0
98.4
99.7
100.0
89.7
97.9
100.0
89.7
97.9
100.0
89.7
97.9
100,0
83.5
96.7
100.0
86.5
97.3
100.1
92.9
97.2
100.0
115.8
106.3
100.2
115.8
106.5
100.2
115.8
106.4
100.0
77.8
91.1
100.0
68,0
87.2
102.7
102.6
102.6
95.2
109.0
102.4
97.7
109.0
103.6
96.6
109.0
103.1
94.4
56.2
74.5
92,6
72.7
82.2
101.6
91.6
97.2
99.7
108.1
103.3
98.8
108.1
102,8
99.4
108.1
103.2
97.4
74.4
87.3
96.4
73.9
86.6
& Gypsum
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
10
&
-
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
WEIGHTED AVERAGE
46
&
UTIL.
747
City Cost Indexes FLORIDA
FORT MYERS
GAINESVILLE
JACKSONVILLE
LAKELAND
MELBOURNE
339,341
326,344
320,322
338
329
niwicinivt
INST.
TOTAL
98.8
98.8
104.3
89.5
93.9
91.1
76.6
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
Accessories
INST.
TOTAL
98.8
98.8
115.4
89.5
97.2
78.6
92.3
55.5
MAT.
MAT.
INST.
TOTAL
MAT.
INST.
TOTAL
98.8
98.8
MAT.
MIAMI
330
INST.
TOTAL
98.8
98.8
98.8
98.8
107.0
89.8
94.9
106.2
89.9
94.7
113.9
89,7
96.9
60.5
97.1
55.9
61.5
87.4
77.1
78.5
93.5
71.4
MAT.
332,340
-
INST.
TOTAL
91,7
91.7
96.7
78.1
83,6
74.4
100.7
70.5
74.6
86.5
95,9
74.5
85.2
0310
Concrete Forming
0320
Concrete Reinforcing
90.8
95.7
93.3
98.5
66.9
82.7
92.8
67.0
79.9
93.1
96.6
94.8
93.9
79.0
0330
Cast-in-Place Concrete
94.8
69.4
84.3
99.4
63.6
84.5
87.4
69.5
80.0
97.0
70.8
86.1
104.3
74,3
91.9
91.7
79.4
86.6
03
CONCRETE
91.3
78.6
85.1
98.7
62.0
80.6
88.6
64.2
76.6
93.0
79.5
86.3
99.0
75.0
87.1
92.4
75.5
84.0
04
MASONRY
84.1
62.9
71.0
106.7
62.3
79.2
92.3
62.3
73.7
100.3
77.1
85.9
91.2
71.0
78.7
90.3
73.2
79.7
05
METALS
97.6
98.6
97.9
95.3
86.6
92.7
95.0
87.0
,92.5
97.5
99.5
98.1
104.4
93,0
100.9
95.9
90.3
94.1
06
WOOD, PLASTICS & COMPOSITES
92.5
79.2
85.0
93.2
53.0
70.5
99.7
53.0
73.4
87.5
79.2
82,8
94.9
70.8
81.3
103.4
68.7
83.8
07
THERMAL & MOISTURE PROTECTION
96.8
81.3
90.5
99.9
62.5
84.7
99.8
63.1
84.9
96.7
86.0
92.4
100.0
77.3
90.8
98.1
76.5
89.4
08
OPENINGS
97.9
76.2
92.8
97.1
54.0
86.9
98.9
57.2
89.0
97.9
76.9
92.9
98,1
72.4
92.0
99.1
67.0
91.5
0920
Plaster
93.9
79.0
83.8
90.8
51.9
64.4
95.1
51.9
65.8
90.5
79.0
82.7
90,8
70.3
76.9
96.2
68.2
77.1
0950, 0980
Ceilings
85.8
79.0
81.3
86.1
51.9
63.4
90.7
51.9
64.9
85.8
79.0
81,3
88.1
70.3
76.3
95.9
68.2
77.4
0960
Flooring
112.1
56.1
95.4
112.6
43.9
92.1
115.2
65.7
100.4
109.8
57.6
94.2
112.8
74.9
101.5
118.5
74,3
105.3
0970, 0990
Wall Finishes
101.6
62.1
77.8
99.4
62.1
77.0
99.4
66.3
79.5
101.6
62.1
77.8
99.4
93.9
96,1
93.5
71.7
80,4
09
FINISHES
98.9
71.5
83.6
99.4
52.9
73.5
100.9
57.7
76.8
97.9
71.8
83,3
99.6
73,9
85.3
101.9
70.8
84.5
COVERS
DIVS.
100.0
74.6
94.9
100.0
81.9
96.4
100.0
81.4
96.3
100.0
74.6
94,9
100.0
84.9
97.0
100.0
87.1
97,4
97.4
65.7
84.7
98.8
65.5
85.5
100.0
65.5
86.2
97.4
82.5
91.5
100,0
79.9
92.0
100.0
67.9
87.1
& Gypsum &
Board
Acoustic Treatment
10-
&
Painting/Coating
14, 25,
28,41,43,44, 46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
94.7
64.3
78.9
94.7
73.5
83.6
94.1
63.7
78.2
92.8
63.1
77.3
95.7
69.5
82.0
96,6
75,5
85.6
WEIGHTED AVERAGE
96.4
74.1
86.7
98.7
68.0
85.3
97.2
67.7
84.3
97.1
79.3
89,4
99,9
77.9
90.3
97.7
74.6
87.6
'
MF2010
FLORIDA
ORLANDO
PANAMA CITY
PENSACOLA
SARASOTA
324
325
342
ST.
PETERSBURG
TALLAHASSEE
DIVISION
327
TOTAL
98.8
98.8
108.9
89.6
95.4
99.8
73.7
95.9
CONTRACTOR EQUIPMENT
0241, 31
•
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
328,347
INST.
MAT.
015433
-
INST.
TOTAL
98.8
98.8
119.4
88.6
97.8
77.3
96.4
44.9
76.2
86.1
97.0
MAT.
INST.
TOTAL
98.8
98.8
118.9
89.1
98.0
52.0
94,4
53.0
74.9
85.9
99,4
MAT.
337
INST.
TOTAL
98.8
98.8
111.3
89,6
96.1
58.6
96.2
76.7
75.4
87.4
92.8
MAT.
323
INST.
TOTAL
98.8
98.8
107.8
89.3
94.8
79.4
95.0
52.2
96.5
94.6
93.1
MAT.
INST.
TOTAL
98.8
98.8
105.5
88,9
93.8
58.1
100.4
45.1
52.7
88.8
91.0
102.5
66.8
84.6 78.5
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
107.4
71.8
92.6
91.9
57.7
77.7
113.4
67.0
94.2
104.0
70.6
90.1
98.0
65.5
84.5
93.5
57.3
03
CONCRETE
99.0
74.6
86.9
96.8
56.7
77.0
106.3
63.6
85.2
97.2
79.2
88.3
94.6
65.2
80.1
94.3
55.2
75.0
04
MASONRY
97,1
66.8
78.4
97.0
48.1
66.7
114.9
55.4
78.1
92.6
77.1
83.0
138.8
49.9
83.8
93.8
54.8
69.6
05
METALS
95.2
91.3
94.0
96.2
88.2
93.7
97.3
89.6
94.9
99.8
99.1
99.6
98.4
94.6
97,2
93.2
86,2
91,1
06
WOOD, PLASTICS & COMPOSITES
99.3
76.9
86.7
98.5
42.7
67.0
96.1
52.7
71.6
99.4
79.2
88.0
97.4
51.3
71.4
98.3
42.3
66.7
07
THERMAL & MOISTURE PROTECTION
98.9
75.5
89.4
100.1
57.5
82.8
100.0
63.4
85.1
98.4
86.0
93.4
96.9
58.7
81.4
105.5
72.7
92.2
08
OPENINGS
100.0
70.9
93.1
96.8
47.6
85.1
96.7
58.3
87.6
99.6
76.0
94,0
97.9
62,4
89.5
102.0
48.5
89.3
0920
Plaster
99.8
76.7
84.0
93.7
41.4
58.1
94.8
51.7
65.5
95.7
79.0
84.3
96.5
50.2
65.0
105.5
40.9
61.6
0950, 0980
Ceilings
99.6
76.7
84.3
88.1
41.4
57.0
88.1
51.7
63.9
91.3
79.0
83.1
87.8
50.2
62.7
99.5
40.9
60.5
0960
Flooring
112.1
74.9
101.0
114.8
43.8
93.5
110.4
64.1
96.6
117.1
58.9
99.7
114.2
56.2
96.8
112.1
63.1
97.4
0970, 0990
Wall Finishes
96.2
71.7
81.5
99.4
66.3
79.5
99.4
66.3
79.5
102.2
62.1
78.1
101.6
62.1
77.8
96.4
66.3
78.3
09
FINISHES
103.1
74.1
86.9
101.3
45.8
70.4
99.8
55.7
75.3
102.6
72.0
85.6
100.4
52.9
74.0
103.5
49.3
73.3
COVERS
DIVS. 10
lOO.'O
84.2
96.8
100.0
47.4
89,5
100.0
47.5
89.5
100.0
74.6
94.9
100.0
57.3
91.4
100.0
67.6
93.5
100.0
57.8
83.1
100.0
53.4
81.3
100.0
53.6
81.4
99.9
64.1
85.5
100.0
59.7
83.9
100.0
39.8
75.9
98.9
61.4
79.3
93.1
60.7
76.2
97.0
56.8
76.0
95.7
63.0
78.6
92.8
63.0
77.3
99.2
60.8
79.1
99.3
71.4
87.1
98.5
59.1
81.3
100.8
62.4
84.1
99.3
75.3
88,8
100.2
64.7
84,7
98,7
58.0
81.0
& Gypsum &
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
&
UTIL.
WEIGHTED AVERAGE
GEORGIA
FLO RIDA
TAMPA 335
0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
& Accessories
ATLANTA
334,349
317,398
306
300-303,399
TOTAL
91.7
91.7
90.5
78.4
82.0
80.1
99.2
69.7
98.8
98.8
108.3
89.8
95.3
98.0
77.3
CONTRACTOR EQUIPMENT
ATHENS
INST.
TOTAL
AUGUSTA
ALBANY
336,346
INST.
MAT.
015433
-
WEST PALM BEACH
MAT.
93.8
87,9
92,9
91.4
77.6
91.6
67.0
70.4
82.4
90.2
99.0
74.1
86.6
94,3
90.8
94.7
93.5
52.9
94.1
75.0
80,4
89,5
97.9
92.5
96.0
79.8
84.6
93.9
93.2
93.4
73.7
90.9
44.5
50.9
90.6
47.0
83.3
89.6
81.4
85.5
98.6
93.8
-
MAT.
93.8
309
TOTAL
94.3
92.5
INST.
-
93.8
TOTAL
TOTAL
MAT.
INST.
INST.
TOTAL
INST.
MAT.
308 MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
89.8
96.6
93.2
92.3
74.2
0330
Cast-in-Place Concrete
95.8
70.9
85.5
86.4
75.5
81.9
92.4
55.3
77.0
107.4
56.5
86.3
107,4
71.1
92.3
101.4
50.6
80.3
03
CONCRETE
93.2
79.6
86.5
87.8
73.7
80.9
91.0
56.7
74.1
103.8
57.3
80,8
101.3
75.1
88.4
96.8
63.0
80.1
04
MASONRY
90.9
77.1
82.4
89.5
67.7
76.0
93.8
49.9
66.6
77.7
54.7
63.5
90.9
66.9
76.1
91,2
44.0
62.0
05
METALS
97.4
99.7
98.1
94.6
90.9
93.5
96.6
86.4
93.5
90.8
74,6
85.8
91.6
77.9
87.4
90.5
72.7
85.0
06
WOOD, PLASTICS & COMPOSITES
101.7
79.2
89.0
101.3
68.7
82.9
93.0
38.9
62.5
90.3
41.9
63.0
94.4
77.5
84.9
91.7
72.6
80.9
07
THERMAL
97.1
86.0
92.6
96.7
71.4
86.4
96.5
61.4
82.3
93.6
53.8
77.5
93.5
73,0
85.2
93.3
58.1
79.0
08
OPENINGS
99.1
79.2
94.4
96.2
67.1
89.3
98.8
45.0
86.0
90.4
46.9
80.1
95.8
73.4
90.5
90.4
63.7
84.1
0920
Plaster
99.2
79.0
85.5
103.2
68.2
79.4
100.1
37.4
57.5
96.9
40.4
58.4
99.1
77.2
84.2
98.0
72.1
80,4
0950,0980
Ceilings
91.3
79.0
83.1
85.8
68.2
74.1
93.5
37.4
56.2
94.1
40.4
58.4
94.1
77.2
82.8
95.1
72.1
79.8
0960
Flooring
115.4
57.6
98.1
117.4
67.7
102.5
116.2
48.7
96.0
94.5
54.9
82.7
95.8
66.4
87.0
94,8
47.4
80.6
0970,0990
Wall Finishes
66.6
09
FINISHES
COVERS
DIVS. 10
21, 22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
8.
MOISTURE PROTECTION
& Gypsum &
-
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
101.6
62.1
77.8
96.5
71.7
81.6
97.6
53.9
71.3
96.1
46.9
66.6
96.1
85.9
89.9
96.1
46.9
102.0
71.8
85.2
99.1
69.0
82.4
101.6
44.2
69.6
93.5
46.8
67.5
93.8
74,8
83.2
93.3
61.9
75.8
100.0
84.9
97.0
100.0
86.5
97.3
100.0
80.3
96.1
100.0
79.4
95.9
100.0
85.7
97.1
100.0
80.6
96.1
85.0
100.0
82.6
93.0
97.4
64.0
84.0
100.0
69.5
87.7
95.1
71.1
85.5
100.0
71.9
88.7
100.0
62,6
ELECTRICAL, COMMUNICATIONS & UTIL.
92.6
63.1
77.2
93.8
72.7
82.8
96.1
60.1
77.3
99.5
71.2
84.7
98.8
72.7
85.2
100.1
63,2
80.9
WEIGHTED AVERAGE
97.9
79.8
90.0
95.3
72.3
85.3
97.5
62.5
82.3
94.7
65.1
81.8
96.8
75.3
87.5
95.6
64.8
82.2
PLUMBING & HVAC
City Cost Indexes GEORGIA
COLUMBUS
DALTON
GAINESVILLE
MACON
SAVANNAH
318-319
307
305
310-312
313-314
STATESBORO
DIVISION
INST.
TOTAL
92.5
92.5
95.9
79.9
84.6
90.8
55.6
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
105.5
105.5
94.2
97.5
96.5
60.4
83.8
47.8
MAT.
INST,
TOTAL
93.8
93.8
93.7
93.2
93.3
52.7
93.8
43.9
MAT.
INST.
TOTAL
102,8
102.8
96.6
94.8
95.3
50.7
90.3
53.1
MAT.
304 INST.
TOTAL
93.2
93.2
95.0
77.6
82.7
56.7
78.7
52.6
56.2
INST.
TOTAL
93.5
93.5
97,6
81.2
86.1
58.2
92.5
51.0
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
89.8
81.8
85.8
98.1
76.3
87.2
98.4
80.3
89.4
91.0
81,5
86.2
96.8
74.2
85.5
97.7
43.1
70.4
0330
Cast-in-Place Concrete
92.1
54.8
76.6
104,3
51,0
82.2
112.8
53.8
88.3
90.9
66.7
80.8
100.2
55.8
81.8
107.1
60.7
87.9
03
CONCRETE
90.8
61.5
76.4
102,9
55.8
79.7
105.7
54.9
80.6
90.4
64.4
77.6
95.9
58.4
77.4
103.2
55.3
79.5
04
MASONRY
93.7
56.2
70.5
78.8
37,3
53.2
86,3
55.1
67.0
105.6
45.3
68.3
90.3
51.4
66.2
80.2
41.3
56,1
05
METALS
96.1
87.5
93.5
91,6
84.3
89.3
90.0
73.8
85.0
92.2
87.1
90.6
93.3
83.8
90.3
95.0
74.0
88.5
06
WOOD, PLASTICS & COMPOSITES
93.0
53.3
70,6
74,1
48,5
59.7
94.2
38.8
62.9
101.2
52.4
73.7
105.9
47.0
72.7
67.6
55.1
60.6
07
THERMAL & MOISTURE PROTECTION
96.5
64.6
83.5
95.6
52.5
78.1
93.6
55.8
78.2
94.9
63.2
82.1
95,6
57.4
80.1
94.2
52.1
77.1
08
OPENINGS
98.8
60.2
89,6
91.2
50.7
81.6
90.4
40.9
78.7
97.6
53.7
87.2
103.0
49.6
90.4
92.2
41.6
80.2
100.1
52.3
67.6
84.0
47.3
59,0
99.1
37.2
57.0
105.5
51.3
68.6
98.1
45.8
62,5
84.1
54.1
63.7
93.5
52.3
66.1
106.9
47.3
67.2
94.1
37.2
56.2
88.4
51.3
63.7
101.5
45.8
64.4
102.2
54.1
70.2
116.2
51.3
96.8
94.7
47.8
80.7
95,7
47.4
81.3
91.7
48.7
78.8
113.7
47,2
93.8
112,7
45.7
92.7 61.6
& Gypsum
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
21,22,23
FIRE SUPPRESSION,
26, 27,
3370
&
10
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
,
97.6
67.9
79.7
87.3
61.1
71.5
96,1
46.9
66.6
99,8
53.9
72,2
96,0
59,5
74.1
94.0
40,1
101.5
54.7
75.4
101.7
48.1
71.9
94,0
42.6
65.3
89.7
51.0
68.2
101.7
49.9
72.9
104.7
50.1
74.3
100.0
81.9
96.4
100.0
23.4
84.6
100.0
40.5
88.1
100.0
80.3
96.1
100.0
80.0
96.0
100.0
44.7
88.9
100.0
64.7
85.8
95.2
58.2
80.4
95.1
71.0
85.5
100.0
68.2
87.2
100.0
62.9
85.2
95.7
58.0
80.5
96.2
71.3
83.2
109.8
69.3
88.7
99,5
71.2
84.7
95.2
62.7
78.2
101.0
58.7
78.9
99.6
58.7
78.3
97.4
66.6
84.0
96.4
60.1
80.6
95.2
62.8
81.1
96.2
65.9
83.0
98.4
62.0
82.6
96.5
56.9
79.2
GEORGIA
IDAHO
HAWAII
VALDOSTA
WAYCROSS
HILO
HONOLULU
STATES & POSS., GUAM
316
315
967
968
969
BOISE
DIVISION
INST.
TOTAL
92.5
92.5
104.6
79.9
87,3
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
92.5
92.5
101,5
78.6
85.4
MAT.
INST.
TOTAL
98.6
98.6
126.9
106.4
112.5
MAT.
MAT.
INST.
TOTAL
MAT.
836
INST.
TOTAL
162,1
162,1 122.1
82.4
98.6
98,6
136.4
106.4
115.3
165.7
103.6
MAT.
-
837
INST.
TOTAL
97,9
97.9
97.1
92.7
0310
Concrete Forming
81.4
45.0
50,0
83.1
66,3
68.6
108,1
135,3
131,5
119,2
135,3
133.1
110,3
64.7
70.9
100.7
79.2
82.2
0320
Concrete Reinforcing
91.7
78.8
85.3
91.7
75.0
83.3
109.0
121.6
115.3
116.9
121.6
119,2
188.7
31.1
110.0
101.9
81.2
91.6
0330
Cast-in-Place Concrete
90.5
56.5
76.4
102.2
49.0
80.1
186.3
126.3
161.4
153.8
126.3
142.4
161.5
106.6
138.7
91.1
89.4
90.4
03
CONCRETE
95.4
56.9
76.4
98,7
62.8
81.0
148,2
128.4
138,4
141,5
128.4
135.0
149.6
73.5
112.0
100.7
83,2
92.1
04
MASONRY
99.3
51.0
69,4
100.0
39.9
62.8
127.9
128.5
128.3
128.1
128.5
128.4
182.7
44.3
97.1
118,9
82.4
96,3
05
METALS
95.7
85.4
92.5
94.8
79.3
90.0
107.6
107.9
107.7
120.8
107.9
116.8
138.8
76.3
119.5
101.1
81.2
95.0
06
WOOD, PLASTICS & COMPOSITES
81.0
38.5
57.0
82.8
74.1
77.9
101.3
137.9
122,0
119,2
137.9
129.7
113.8
68.6
88.3
88.9
77.7
82.6
07
THERMAL & MOISTURE PROTECTION
96.7
63.3
83,1
96.5
51.2
78.1
108,0
124.8
114.8
123.3
124.8
123.9
124.5
67.7
101.5
95.0
81.2
89.4
08
OPENINGS
94.7
43.5
82.6
94.7
59.2
86.3
99.7
132.7
107.5
108.8
132.7
114.4
104.3
55.2
92.6
99.1
72.5
92,8
0920
Plaster
92.0
37.1
54.6
92.4
73.7
79.7
107.7
138.9
128.9
143,9
138,9
140.5
213.3
56.8
106.8
84.9
76.9
79.5
0950, 0980
Ceilings
90.8
37.1
55.1
88,9
73.7
78.8
121,3
138.9
133,0
132.4
138.9
136.7
240.6
56.8
118.3
107.2
76.9
87.0
110.1
48,7
91.7
111.2
30.4
87.1
125.5
138.2
129.3
144.2
138.2
142.4
147.9
47.2
117.8
95.5
85.2
92.4
97.6
53.3
70.9
97.6
46.9
67.1
99.1
145.5
127.0
107.4
145.5
130.3
104.1
36.7
63.6
102.9
40.3
65.3
99.0
44.5
68.7
98.6
58.7
76.4
115.6
138.1
128,1
130.3
138.1
134,6
192.9
60.0
118.8
97.8
76.5
85.9
100.0
79.1
95.8
100.0
52,9
90.6
100.0
116.4
103.3
100.0
116,4
103.3
100.0
76.3
95.3
100,0
89,8
98.0
100.0
71.4
88.5
96.8
58.3
81.4
100.1
109.4
103.8
100.2
109.4
103.8
102.1
38.1
76.4
100.0
72.5
89.0
94.2
57,6
75.1
98.7
58.7
77.8
105.2
124.0
115.0
106.5
124.0
115.7
151.3
42,2
94.3
96.6
74.6
85.1
97.5
62.6
82.3
97,3
60.7
81.3
110.4
121.0
115.0
114.9
121.0
117.6
131.2
58,9
99.7
99.8
79.4
90.9
& Gypsum &
Flooring
0970, 0990
Wall Finishes
09
FINISHES DIVS. 10
-
Board
Acoustic Treatment
0960
COVERS
Accessories
&
Painting/Coating
14, 25, 28, 41, 43, 44,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
PLUMBING & HVAC
21, 22,
&
UTIL.
WEIGHTED AVERAGE
IDAHO
ILLINOIS
COEUR D’ALENE
IDAHO FALLS
LEWISTON
POCATELLO
TWIN FALLS
838
834
835
832
833
BLOOMINGTON
DIVISION
INST.
TOTAL
92.5
92.5
79.9
92.3
88.6
113.8
82.2
109.5 98.5
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
& Accessories
INST.
TOTAL
97.9
97.9
80,3
96,9
91.9
86.5
94,9
79.0
96.9
103.2
103,9
86.4
93,5
86,8
MAT.
MAT.
INST.
TOTAL
MAT.
INST.
TOTAL
MAT.
617
INST.
TOTAL
97.9
97.9
MAT.
INST.
TOTAL
101.4
101.4
97.9
97.9
83.1
97.1
92.9
89.4
98.0
95,5
96.3
97.8
97.3
88.0
100.9
78,9
81.9
101.8
56.0
62,3
85,5
119,2
114.6
97.1
103.3
102.3
81.2
91.8
104.2
81.0
92.6
95.8
111.2
103.5
86,8
95,9
93.7
89.2
91.8
96.1
64.4
82.9
98.7
113.8
104.9
92.5
92,5
86.3
93.1
91.1
81.1
118.9
83.1
81.0
92.4
109.5
75.0
81.9
102.3
0310
Concrete Forming
0320
Cgncrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
107.5
86.3
97,1
92.9
78.0
85.6
111.1
86.9
99.2
99.9
83.0
91.5
107.5
64.2
86.1
97.2
115.8
106.4
04
MASONRY
120.4
85.3
98.7
114,1
82.4
94.5
120.8
85.3
98.8
116.6
82,4
95.4
119.0
82,4
96.4
113.4
118.3
116.4
05
METALS
95.2
87.1
92.7
108.9
79.6
99,9
94,6
88.0
92.6
109.0
80.9
100.3
109.0
79,5
99.9
97.3
113.3
102.2
06
WOOD, PLASTICS & COMPOSITES
92.7
81.8
86,5
83.0
79.4
80.9
97.9
81.8
88.8
88.9
77,7
82.6
89.8
48.3
66.4
88.1
118.1
105.0
07
THERMAL & MOISTURE PROTECTION
147.5
81.5
120.7
94.6
71,7
85.3
147.7
81.5
120.8
95.0
73,9
86.4
95.7
75,2
87.4
100.3
113.3
105.6
08
OPENINGS
117.8
73.5
107.4
102.8
68.6
94.7
117.8
76.1
107.9
99.8
67.5
92.1
102.8
49.6
90.2
93.1
106.6
96.3
0920
Plaster
152.1
81.2
103.9
75.3
78.7
77,6
153.2
81.2
104.3
77.6
76.9
77.1
78.5
46.7
56.8
90.3
118.6
109.5
0950, 0980
Ceilings
138.9
81.2
100.5
105.1
78.7
87.5
138.9
81.2
100.5
113.1
76.9
89.0
107.8
46.7
67,1
94.3
118.6
110.5
0960
Flooring
137.5
46.7
110.3
95.7
43.9
80.2
140.2
92.5
126,0
98.7
85.2
94.6
99.7
43.9
83.0
98.0
120.9
104.8
0970, 0990
Wall Finishes
122.3
66.3
88.7
102,9
41.2
65,8
122.3
66.3
88.7
102.8
42.0
66.2
102.9
38.1
63.9
95.3
127,8
114.8
09
FINISHES
166.2
74.0
114.8
95.5
69.5
81.0
167.3
83,0
120.4
98.9
76.7
86.5
98.9
50.8
72.1
97,4
121.1
110.6
COVERS
DIVS.
41,43,44, 46
100.0
89.7
97.9
100,0
48.9
89.8
100.0
89.7
97.9
100.0
89.8
98.0
100.0
45.4
89.1
100.0
103.9
100.8
PLUMBING & HVAC
99.5
84.3
93,4
101.0
72,3
89.5
100.7
87.2
95.3
100.0
72.4
88.9
100.0
70.8
88.3
95.0
107.8
100.1
88.7
79.4
83.9
88.7
70.9
79.4
86.7
80.8
83.6
94.1
70.9
82.0
90.2
61.6
75.2
93.5
96.8
95.3
107.6
83,3
97.0
99.6
75.5
89.1
108.3
85.5
98.4
100.8
78.4
91.1
101.9
68,5
87.4
96.9
109.9
102.6
21, 22,
23
26, 27,
3370
MF2010
& Gypsum &
Board
Acoustic Treatment
&
Painting/Coating
10-14, 25,
28,
FIRE SUPPRESSION,
ELECTRICAL, COMMUNICATIONS
WEIGHTED AVERAGE
&
UTIL.
749
City Cost Indexes ILLINOIS
nn/iciHN
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
Accessories
CENTRALIA
CHAMPAIGN
629
628
618-619
INST.
TOTAL
107.7
107.7
100.2
98.6
99.0
95.5
107.9
MAT.
CONTRACTOR EQUIPMENT
015433
CARBONDALE
INST.
TOTAL
107.7
107.7
100.5
99.2
99.6
106.2
97.4
114.8
MAT.
CHICAGO 606
INST.
TOTAL
102,1
102.1
105.2
98.4
100.4
112.4
91.6
117.1
MAT,
MAT.
-
DECATUR
608
TOTAL
INST.
EAST
625 INST.
TOTAL
102.1
102.1
92.2
98.6
96.7
151.1
97,7
116,9
93.9
93.9
105.3
95.4
98.4
113.7
96.6
159,8
MAT.
ST.
620
-
LOUIS
622
INST.
TOTAL
107,7
107.7
102,6
99.2
100,2
114,2
92.8
115.0
112.0
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
89.8
100.4
95.1
89,8
113.3
101.5
95.8
105.1
100.5
95.5
163,2
129.3
87.9
105.9
96.9
89.7
113,4
101.5
0330
Cast-in-Place Concrete
91.8
101.1
95.7
92.3
118.5
103,2
114.4
109.2
112.2
103.4
149.6
122,6
100.2
111.9
105.1
93.8
118.5
104,1
03
CONCRETE
87.0
104.8
95.8
87.5
116.3
101.7
109.6
112,1
110.8
99.2
155.5
127.0
97.5
113.1
105,2
88.4
116.5
102.3
04
MASONRY
79.4
107.7
96.9
79.5
117.4
103.0
136.2
118.4
125.2
101.8
158,0
136.6
75.9
115,5
100.4
79.7
117,4
103,0
05
METALS
94.3
113.7
100.3
94.4
120.8
102.5
97.3
108.7
ioe .8
95.0
135.9
107,6
97.9
109.6
101.5
95.4
121.0
103.3
06
WOOD, PLASTICS & COMPOSITES
106.0
106.1
106.1
108.7
112.3
110.7
95.0
116.5
107,1
98,2
159.6
132,8
106.2
116,5
112.0
103.2
112.3
108.3
07
THERMAL & MOISTURE PROTECTION
98.0
101.6
99,5
98.0
112.3
103.8
100.9
114.5
106.5
99.2
147,5
118.8
104.0
109,6
106.3
98.0
111.9
103.6
08
OPENINGS
88.3
110.5
93.6
88.4
117.3
95.2
93,7
112.1
98.1
101.3
162.6
115,8
99.3
112.4
102.4
88.4
117.3
95.3
0920
Plaster
95.7
106.2
102.9
96.8
112.6
107.6
92.5
116.9
109.1
89.7
161.3
138.4
98.4
116.9
111.0
94.6
112.6
106,9
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum &
10
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
96.2
106.2
102.9
96.2
112.6
107.1
94.3
116.9
109.4
101,5
161.3
141.3
102.4
116.9
112.1
96.2
112.6
107.1
121.3
122.4
121.6
122.3
117.9
120.9
100.7
122.4
107.1
93.1
150.7
110.3
108.6
118.8
111.7
120.2
117,9
119.5
104.5
99.5
101.5
104,5
105.2
104.9
95.3
111.1
104.8
93,8
156,1
131.2
96.1
108.4
103,5
104.5
105.2
104.9
102.4
108.9
106.0
102.8
114.4
109.3
99,3
118.0
109.7
98.7
158,7
132,1
102.9
117.3
110.9
102.0
114.5
109.0
100.0
104.1
100.8
100.0
106.5
101.3
100.0
103,1
100.6
100.0
125.0
105.0
100.0
103,0
100.6
100.0
106.5
101.3
95.0
104.3
98.7
95.0
94.4
94.8
95,0
105.3
99,1
99.9
136.1
114,4
100.0
98.9
99,5
99.9
98.4
99.3
21, 22,
23
FIRE SUPPRESSION,
26, 27.
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
94.0
106.7
100.6
95.5
104.3
100.1
96.8
94.5
95,6
96.1
137,1
117.5
98.4
91.3
94.7
95.0
104.3
99.9
WEIGHTED AVERAGE
93.9
106.2
99.2
94.1
108.4
100.4
100.2
108.0
103.6
98.9
141.9
117.6
98.2
105.9
101.6
95.5
109.3
101.5
MF2010
ILLINOIS
EFFINGHAM
GALESBURG
JOLIET
KANKAKEE
LA SALLE
624
614
604
609
613
NORTH SUBURBAN
DIVISION
INST.
TOTAL
102.1
102.1
97.5
98.2
98.0
102.2
115.5
113.7
MAT.
CONTRACTOR EQUIPMENT
015433 34
0241, 31
SITE
t INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
101.4
101,4
98.7
97,7
98.0
91,5
119.0
115.3
MAT.
INST.
TOTAL
92.0
92.0
105.2
94.7
97.8
98.4
163.3
MAT.
INST.
TOTAL
92.0
92.0
98.9
93,9
95.4
154.4
92.4
141.3
134.6
MAT.
600-603
INST.
TOTAL
101.4
101.4
98.1
98.4
98.3
104.4
93.7
96,8
105.1
125.1
122.4
97.8
153.4
145.8
126.4
MAT.
MAT.
TOTAL
INST.
92.0
92.0
0310
Concrete Forming
0320
Concrete Reinforcing
90.7
101.0
95.9
95.4
111.1
103.2
95.5
155.7
125.6
96.3
146.5
121.4
95.5
143.7
119.6
95.5
157.3
0330
Cast-in-Place Concrete
99.9
107.3
103.0
101.6
107.9
104.2
103.3
149,4
122.4
96.4
132,5
111.4
101.5
123.6
110,7
103,4
143.5
120.0
03
CONCRETE
98.4
109.9
104.1
100.1
113,7
106.8
99,3
155.5
127,1
93,7
138.2
115.6
100.9
127.9
114.3
99.3
149.4
124.0
04
MASONRY
83.8
107.6
98.5
113,5
119.7
117.4
105,0
151.1
133.5
101.3
139.8
125.1
113.5
125.6
121.0
101.8
146.6
129,5
05
METALS
95.1
106.1
98.5
97.3
112,8
102,1
92.9
130.6
104.6
92.9
124.7
102.7
97.4
130.3
107.5
94.1
130.1
105.2
Accessories
06
WOOD, PLASTICS & COMPOSITES
108.8
116.5
113.1
94.8
118.2
108.0
99.7
164.8
136.4
92.8
140,7
119,8
110,0
123.5
117.6
98.2
154.1
129.7
07
THERMAL & MOISTURE PROTECTION
103.6
107.6
105.2
100.5
109.9
104.3
99.1
144.5
117.5
98.4
135.6
113.5
100.6
119.4
108.2
99.5
140,8
116.3
08
OPENINGS
93.8
111.2
97.9
93.1
112.2
97.6
99,0
163,5
114.2
91.9
147.0
105.0
93.1
128.3
101,5
99.0
157.1
112.8
0920
Plaster
98.3
116.9
111.0
92,5
118.7
110,3
86.7
166.8
141,2
84.1
142.0
123,5
99.2
124.2
116.2
89.7
155.8
134.6
0950, 0980
Ceilings
96.2
116.9
110.0
94.3
118.7
110.5
101.5
166.8
144.9
101.5
142,0
128.4
94.3
124.2
114.2
101.5
155.8
137.6
0960
Flooring
109.7
122.4
113.5
100.6
120.9
106.7
92.7
142,9
107.7
90.1
134.3
103.3
106.5
124,8
112,0
93.1
142.9
108.0
0970, 0990
Wall Finishes
96.1
104.2
101.0
95.3
96.0
95.7
92.0
151.4
127.7
92.0
127.8
113.5
95.3
127.8
114.8
93.8
151.4
128.4
09
FINISHES
101.9
116.8
110.2
98.6
117,8
109,3
98,1
160.0
132.6
96,6
137.1
119.2
101.2
124.7
114,3
98.7
152.5
128.7
COVERS
DIVS.
100.0
71.7
94,3
100.0
103.8
100.8
100.0
125.4
105.1
100.0
117.6
103.5
100,0
104.4
100.9
100.0
120.4
104.1
95.1
103.5
98.4
95.0
105.7
99.3
100.0
132.7
113.1
95.1
126,6
107,7
95.0
124.8
107.0
99.9
130.9
112,3
& Gypsum &
10
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
96.0
106.6
101.6
94.5
87.3
90.7
95,4
141.2
119.3
90,1
140.4
116.4
91.6
140.4
117.1
95.2
131.5
114.2
WEIGHTED AVERAGE
96.3
106.3
100,6
97,6
107.6
102.0
98.4
140.7
116,8
94.8
130.8
110.5
97.7
125.1
109.6
98,5
135.9
114.8
MF2010
ILLINOIS
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
ROCK ISLAND
ROCKFORD
SOUTH SUBURBAN
615-616
623
612
610-611
605
TOTAL
101.4
101.4
99.2
97.8
98.2
94.5
119.9
116,4
CONTRACTOR EQUIPMENT
0241, 31
QUINCY
INST.
MAT.
015433
PEORIA
INST.
TOTAL
102,1
102.1
96.3
98.1
97.6
100.0
113.8
111.9
MAT.
TOTAL
INST.
TOTAL
101.4
101.4
96.8
96.8
96.8
98.5
98.8
98.7
93.2
101.3
100.2
98,9
130.1
125.8
MAT.
MAT.
INST.
101 4 .
.
SPRINGFIELD
626
-
627
INST.
TOTAL
102,1
102.1
INST.
TOTAL
92.0
92.0
104.4
93.7
96,8
99.2
98.6
98.8
97.8
153.4
145.8
98.1
117.3
114.6
MAT.
101.4
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
92.9
111.2
102,0
90,4
105.6
98.0
95.4
104.2
99.8
87.8
138.2
113,0
95.5
157.3
126.4
92.8
106.1
99.4
0330
Castnn-Place Concrete
98.5
116.0
105.8
100.0
104.2
101.8
99.4
98.4
99.0
100.9
126.4
111.5
103.4
143.5
120.0
95,2
108.5
100,7
03
CONCRETE
97.3
116.9
106.9
98.0
109.0
103.4
98.1
101.2
99,6
97,8
130.1
113.7
99.3
149.4
124,0
95.6
112.1
103,7
04
MASONRY
113.5
120.0
117,5
104.2
104.6
104.4
113.4
96,2
102.7
88.8
134.3
117.0
101.8
146.6
129.5
86.1
119,0
106.5
05
METALS
100.0
113.6
104.2
95,1
108.4
99.2
97.3
108.3
100.7
100.0
127.8
108.6
94.1
130.1
105.2
95.5
109.7
99.9
06
WOOD, PLASTICS & COMPOSITES
102.5
118.2
111.4
106,1
116.5
112.0
96.4
100.6
98.8
102.5
127,8
116.8
98.2
154.1
129.7
103.0
116.5
110.6
07
THERMAL & MOISTURE PROTECTION
101.2
113.8
106.3
103.6
104.1
103.8
100.4
98.5
99,7
103.5
128.4
113.6
99.5
140.8
116,3
105.2
112.8
108.3
08
OPENINGS
99.2
116.7
103.4
94.6
112.4
98.8
93.1
101,0
95.0
99,2
132.5
107.1
99,0
157.1
112.8
101.3
112.4
103.9
0920
Plaster
0950,0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
& Gypsum &
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
96.3
118.7
111,5
96,8
116.9
110.5
92.5
100.5
97.9
96,3
128.5
118.2
89.7
155.8
134.6
97.1
115.9
110.6
100.5
118.7
112.6
96.2
116.9
110.0
94,3
100.5
98.4
100.5
128.5
119.2
101,5
155.8
137.6
106.6
116.9
113.5
103.8
120.9
108,9
108.6
110.1
109.1
101.7
107,5
103.4
103,8
124.8
110.1
93.1
142.9
108.0
113.1
109.8
112.1
95.3
127.8
114.8
96.1
105,1
101.5
95.3
96.0
95.7
95.3
135.3
119.3
93.8
151.4
128.4
94.6
105.1
100.9
101.4
121.4
112.6
101.3
113.6
108,2
98.8
101.9
100,6
101.4
129.8
117.2
98.7
152.5
128,7
106.1
115.4
111.3
100.0
104,3
100.9
100.0
72.7
94,5
100.0
97,2
99.4
100.0
111.6
102,3
100.0
120.4
104.1
100.0
103.3
100.7
99.9
105.8
102.3
95.1
100,8
97.4
95,0
99.8
96.9
100.0
114.9
106.0
99.9
130,9
112.3
99.9
103.4
101.3
21, 22.
23
FIRE SUPPRESSION.
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
95.5
97.4
96.5
93.2
81.3
87.0
86.5
95.7
91.3
95.8
127.0
112.1
95.2
131.5
114.2
101.0
92.8
96.8
WEIGHTED AVERAGE
99.9
110.4
104.5
96.9
101.6
99.0
96.6
99.8
98.0
98.9
123.5
109.6
98.5
135.9
114.8
99.0
107,2
102.5
MF2010
750
PLUMBING & HVAC
City Cost Indexes INDIANA
ANDERSON
BLOOMINGTON
COLUMBUS
460
474
472
FORT WAYNE
EVANSVILLE
GARY
DIVISION
INST.
TOTAL
96.7
96.7
90.5
96.0
94.4
98.8
80.8
83.3
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Castnn-Place Concrete
03
04
Accessories
INST.
TOTAL
87.2
87.2
82,7
94.8
91.2
101.9
81.1
83.9
MAT.
476
INST.
TOTAL
87.2
87.2
79.4
94.6
90.1
95.9
78.9
MAT.
-
477
467
INST.
TOTAL
116.1
116.1
87.8
123.5
112.9
81.2
95.4
81,9
83.7
MAT.
-
468
463
-
464
INST.
TOTAL
96.7
96.7
91.5
96.0
94.6
91.0
99,2
96.8
97.1
75.4
78.3
98.9
115,2
113.0
MAT.
MAT.
INST.
TOTAL
96,7
96,7
98.0
83.7
90.9
87.1
83.4
85.2
87.5
83.4
85.4
95,4
76.7
86.1
98.0
76.8
87,4
98.0
110.1
104.0
104.8
78.1
93.7
100.8
78.0
91.3
100.4
72.5
88,8
96.3
87.7
92.8
111.3
83.7
99.9
109.5
112.4
110.7
CONCRETE
96.3
80.9
88.7
102.3
80.3
91.4
101.6
77.3
89,6
102,7
83.1
93.0
99.3
79.1
89.3
98,5
113.1
105.7
MASONRY
84.8
79.7
81.7
90.5
76.4
81.8
90.4
76.2
81.6
86,4
83.3
84.5
88.2
77.3
81.4
86.1
112.8
102.7
05
METALS
92.9
89.8
92.0
95.9
78.7
90.6
95.9
78.0
90.4
89,2
84.4
87.8
92.9
86.4
90.9
92,9
108.0
97.6
06
WOOD, PLASTICS & COMPOSITES
108.2
80.8
92.8
118.0
81.1
97.2
112,5
78.3
93,2
97.4
80.8
88.0
107.9
74.8
89.2
105.7
115.0
110,9
105.4
77.1
93.9
95.3
79.7
88.9
94.9
79,4
88,6
99.3
84.7
93.4
105.2
79.0
94.6
104.0
109,0
106.0
95.0
81.9
91.9
105,0
82.0
99.6
100,8
80.5
96,0
98.3
79.8
93.9
95.0
74.7
90.2
95.0
119.4
100.8
94.3
80.6
85.0
98.1
81.2
86.6
94.7
78.3
83.6
93.1
79.6
83.9
93.5
74.4
80.5
87.6
115.8
106.8
89.6
80.6
83.7
83.9
81.2
82.1
83.9
78.3
80,2
88.8
79.6
82.7
89.6
74,4
79.5
89.6
115.8
107.1
99.9
86.6
96.0
105,8
76.4
97.0
101,4
76.4
93.9
100.8
82,2
95.2
99.9
80.2
94.0
99.9
123.6
107.0
97.3
70.9
81.4
89.6
83.0
85.7
89.6
83.0
85.7
94.7
86.7
89.9
97.3
74.4
83.5
97.3
126.6
114.9
95.0
80.9
87.1
96.2
80.4
87.4
94.5
78.7
85.7
95.2
82.4
88.1
94.8
76.1
84.4
94.0
118.3
107.5
100.0
91.5
98,3
100,0
89.1
97.8
100.0
88.7
97,7
100.0
94.1
98.8
100.0
89.5
97.9
100.0
105.3
101.1
100.0
75.8
90.3
99,8
79.0
91.4
94.9
79.0
88.5
100,0
80.2
92.0
100.0
72.4
88.9
100.0
105.9
102.3
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum &
10
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
85.9
88.4
87.2
98.2
83.5
90.5
97.3
85.2
91.0
94,5
86.3
90,2
86.6
78,4
82.3
97.7
110.2
104.2
WEIGHTED AVERAGE
95.5
83.1
90.1
98,7
81.5
91.2
96.6
80.9
89.7
96.5
86.6
92.1
96.0
79.2
88.7
96.8
110.1
102.6
MF2010
INDIANA INDIANAPOLIS
KOKOMO
LAFAYETTE
UVI/RENCEBURG
MUNCIE
469
479
470
473
NEW ALBANY
DIVISION
461
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
96.7
96.7
87.1
95.8
93.2
86.9
102.4
77,8
TOTAL
93.3
93.3
90.3
99.3
96,6
98.0
85.1
CONTRACTOR EQUIPMENT
0241, 31
462
INST.
MAT.
015433
-
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
100.0
85.4
92.7
88.7
83.7
Accessories
INST.
TOTAL
105.0
105.0
78.0
111.0
101.2
84.3
92.4
77.2
83.6
85.4
86.3
INST.
TOTAL
87.2
87.2
80.2
94.5
90.3
81.2
93.5
82.8
86.2
87.1
MAT.
MAT.
471 INST.
TOTAL
95.1
95.1
75.3
97.4
90.8
82.3
90.2
75.1
77.2
83.6
90.0
87.7
79.6
83.6
INST.
TOTAL
95.7
95.7
82.5
95.0
91.3
79.3
93.5
80.5
76.6
81.5
96.3
MAT.
MAT.
0330
Cast-in-Place Concrete
103.3
84.7
95.6
103,7
81.0
94.3
100.9
80.7
92.5
94.4
76.6
87.0
105,9
77.7
94.2
97.4
75.7
88.4
03
CONCRETE
99.5
84.8
92.3
93.1
80,5
86.9
101.8
81.9
92.0
95.0
77.4
86.3
101.1
80.6
91.0
100,2
76.5
88,5
04
MASONRY
90.3
81.3
84.7
84.4
80.0
81.7
95.5
79.8
85.8
75,6
76.0
75,9
92.4
79.8
84.6
82.3
69.5
74.4
05
METALS
93.6
81.7
89.9
89.5
89,3
89.4
94.3
78,6
89.5
91.1
85.2
89.3
97.7
89.9
95.3
93.0
82.7
89.8
06
WOOD, RUSTICS & COMPOSITES
105.3
85.3
94.0
111,6
76.6
91,9
109.5
83,2
94.7
95.8
77.0
85.2
111.4
80.6
94.0
97.9
76.0
85,5
07
THERMAL & MOISTURE PROTECTION
100.9
82.6
93.5
105.0
77.1
93.7
94.9
81.5
89.5
99.2
78.3
90,7
97.9
78.0
89.8
86.8
71,4
80.6
08
OPENINGS
103.1
84.8
98.8
90.0
79.6
87.5
99.2
83.1
95.4
100.4
76.8
94.8
98,5
81.7
94.5
97.9
78.2
93.2
0920
Plaster
88.5
85.1
86,2
99.8
76.3
83,8
91.8
83.3
86.0
72.6
76.8
75.5
93.1
80.6
84.6
91.2
75.6
80.6
0950, 0980
Ceilings
91.3
85.1
87.2
89.6
76.3
80.8
79,4
83.3
82.0
93.2
76.8
82.3
84.8
80.6
82.0
88.8
75.6
80.0
0960
Flooring
101.7
86.6
97.2
103.6
89.9
99.5
100.4
88.1
96.8
74.8
86.6
78,3
100.7
86.6
96.5
98.3
64.0
88.1
0970, 0990
Wall Finishes
99.5
83.0
89.6
97.3
73.3
82.9
89.6
95.1
92.9
90.6
73.2
80.1
89.6
70.9
78.4
94.7
84,5
88.6
09
FINISHES
95.4
85.4
89.8
96.6
79.3
87.0
92.9
85.2
88.6
85.8
78.9
82.0
94.0
80.7
86.6
94.5
74.3
83.2
COVERS
DIVS. 10
100.0
93.0
98.6
100,0
89,1
97.8
100,0
91,3
98.3
100,0
44.9
89,0
100.0
90,9
98,2
100.0
44.3
88.8
99.9
80.1
92,0
95.1
79.2
88.7
94,9
80.2
89.0
95.6
75.7
87.6
99.8
75.8
90.2
95.1
76.9
87.8
100.7
88.3
94.2
90.4
78.8
84,4
96.8
82.6
89.4
92.3
75.3
83.4
90.2
80.3
85.0
92.8
77.6
84.9
98.3
85.1
92,6
93.3
82.0
88.4
96.3
82.9
90.5
93.3
79.3
87.2
97.3
81.8
90.6
94.4
77.0
86.8
& Gypsum &
-
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
&
UTIL.
WEIGHTED AVERAGE
IOWA
INDIANA
SOUTH BEND
TERRE HAUTE
WASHINGTON
BURLINGTON
CARROLL
478
475
526
514
CEDAR RAPIDS
DIVISION
465
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
TOTAL
116,1
116.1
89,7
124,2
113.9
82.9
96.3
78.1
79.1
90.1
95.4
TOTAL
105.0
105.0
92.9
95.9
95.0
102.6
79,8
101.1
CONTRACTOR EQUIPMENT
0241, 31
INST.
INST.
MAT.
015433
466 MAT.
INST.
TOTAL
116.1
116.1
89.2
121.5
111.9
80.6
97.1
80.6
83.8
89.6
88.2
MAT.
INST.
TOTAL
100.2
100.2
96.5
97.3
97.1
82.9
97.3
77,3
50,3
69.3
94.3
MAT,
522
-
524
INST.
TOTAL
96.8
96,8
98.5
96.0
96.8
56.2
103,2
81.0
84.1
81.1
88.1
95.1
86.8
90.9
98.0
INST.
TOTAL
100.2
100.2
85.8
97.3
93.9
80.1
85.2
51.6
85.4
89.9
95.1
MAT,
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
96.3
80.7
89.8
93.3
87.0
90.7
101.5
86,6
95.3
109.6
56.3
87.5
109.6
61.0
89.4
109.9
81.3
03
CONCRETE
90.8
81.3
86.1
105.6
82.6
94,2
111.1
77.1
94.3
101.7
72.5
87.3
100.5
61.7
81.3
101.8
82,8
92.4
04
MASONRY
90.7
79.1
83,5
93.6
80.5
85.5
86,4
82.3
83.9
97.2
66.0
77.9
99.0
73.5
83.2
102.8
77.5
87.1
Accessories
05
METALS
06
WOOD, RUSTICS & COMPOSITES
07
93.0
99.8
95,1
89.9
88.1
89.4
84,7
69.6
80.0
87.0
94.9
89,4
87.0
90.4
88.1
89.3
93.8
90.7
105.0
79.2
90,4
99.5
76.4
86.5
100.0
80.7
89,1
95,3
78.4
85.7
81.8
45.9
61.6
101.8
80.5
89.8
THERMAL & MOISTURE PROTECTION
97.5
81.9
91.2
99.4
81.9
92.3
99.5
84,4
93.4
103.8
75.6
92,4
104.1
70.5
90,5
104.7
79.9
94.6
08
OPENINGS
91.0
78.9
88.1
98.9
79.4
94.3
95.6
69.2
89.3
92.4
72.1
87.6
96.6
54,7
86.7
97.6
81.7
93.8
0920
Plaster
87.0
78.9
81.5
93.1
75.0
80,8
93.0
79.5
83.8
100.7
77.7
85,1
95.9
44.3
60.8
105.3
80.1
88.2
0950, 0980
Ceilings
93.4
78.9
83.8
88.8
75.0
79,6
82.5
79.5
80.5
110.6
77.7
88.7
110.6
44.3
66.5
114.1
80.1
91.5
0960
Flooring
97.4
89,9
95.1
100.8
86.6
96.6
101.7
77,8
94,6
111.2
38.5
89.5
105.6
33.8
84.2
127.9
79,7
113.5
0970, 0990
Wall Finishes
87.6
87,4
87.5
94.7
83.7
88,1
94.7
85,2
89.0
99.0
80.2
87.7
99.0
79.9
87.5
100.4
73.7
84.3
09
FINISHES
95.3
82.4
88,1
95.2
79.9
86,6
94.3
81.4
87.1
107.2
70.4
86.7
103.3
49.4
73.3
113.2
80,0
94.7
COVERS
DIVS. 10
100.0
90.7
98.1
100.0
93.2
98.6
100.0
94.0
98.8
100.0
89.2
97.8
100.0
66.9
93.4
100.0
90.2
98.0
99.9
77.4
90,9
100.0
80.4
92.1
95.1
79.3
88.7
95.3
76.9
87.9
95.3
74.2
86.8
100,2
80.7
92.4
ELECTRICAL, COMMUNICATIONS & UTIL.
97.6
86.6
91.9
92.6
83.6
87.9
93,1
86.3
89.5
100.7
69.3
84.3
101.4
81.3
90.9
98,2
81.3
89.3
WEIGHTED AVERAGE
95.7
84.2
90.7
97,2
85.8
92,2
95,0
83.3
89,9
96.6
76,9
88.0
96.4
72.2
85,9
99,4
83.4
92.4
21, 22,
23
26, 27,
3370
MF2010
& Gypsum &
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
FIRE SUPPRESSION,
46
PLUMBING & HVAC
751
City Cost Indexes
r"
IOWA COUNCIL BLUFFS
CRESTON
515
508
DAVENPORT
DECORAH
niwicinN ! 1
34
0241, 31
SITE
& INFRASTRUCTURE, DEMOLITION
& Accessories
TOTAL
100.2
100.2
86.7
96.4
93.5
72.6
84.5
67,2
79.3
88.2
93.3
TOTAL
96.3
96.3
103.6
92.3
95.7
84.6
70.7
97.0
CONTRACTOR EQUIPMENT
015433
INST.
INST.
MAT.
527
MAT.
-
528
INST.
TOTAL
100.2
100.2
96.8
99.3
98.6
69.6
102.5
91.2
81.2
87,3
95.1
MAT.
DES MOINES
521
500
INST.
TOTAL
100.2
100.2
95.1
96,3
95.9
92.7
94.9
46.5
100.0
97,5
94.3
MAT.
DUBUQUE 520
503,509 INST.
TOTAL
101.8
101,8
95.5
99.7
98.5
53.1
103.2
78.9
79.0
86.7
102.7
MAT.
MAT.
INST.
TOTAL
95.7
95.7
96.4
93,3
94.2
82.2
85.9
73.8
75.4
81.4
92,0
93.7
86.6
90.2
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
114.3
75.1
98.0
102,1
65.4
86.9
105.9
91.7
100.0
106.7
59.3
87.0
89,8
88.0
89.1
107,6
100.4
104,6
03
CONCRETE
104.1
74.7
89.6
96.9
70.2
83.7
99.9
93,5
96.7
99.6
58.4
79.3
95.0
83.2
89.2
98,6
86.2
92.4
04
MASONRY
104.5
75.9
86.8
96.9
81.4
87.3
100.0
85.5
91.1
117.7
72.7
89.8
90.7
80.4
84.3
103.7
73.7
85.1
05
METALS
94.3
90.2
93.1
89.4
90.6
89.8
89,3
103.9
9S.8
87.1
87.7
87.3
95.2
92.9
94.5
88.0
93.5
89.7
06
WOOD, PLASTICS & COMPOSITES
80.6
69.7
74.4
79.1
63.1
70.1
101.9
90.3
95.3
92.3
37,9
61.6
98.8
77.4
86.8
82.2
71.7
76.3
07
THERMAL & MOISTURE PROTECTION
104.2
68.4
89.6
106,2
78.8
95.1
104.2
87.4
97.4
104.0
54.7
84.0
100.6
79.5
92.0
104,4
71.3
91.0
08
OPENINGS
96.6
75.5
91.6
106.6
64,4
96.6
97.6
91.4
96,1
95.2
49.8
84.5
101,9
82.8
97.4
96.6
79.3
92.5
0920
Plaster
95.9
69.0
77.6
94.1
62.0
72.2
105.3
90.0
94.9
99,6
36.0
56.4
91.9
76,8
81,6
95.9
71,1
79.0
0950, 0980
Ceilings
110.6
69.0
82.9
111.5
62.0
78,5
114.1
90.0
98.1
110.6
36.0
61,0
115.0
76.8
89.6
110.6
71.1
84.3
104.3
82.1
97.6
104.2
33.8
83.2
113,5
98.7
109.1
111.1
48,0
92.2
109,4
87.6
102.9
118.8
77.6
106.5
95.3
66.9
78.2
95,8
79.9
86,3
99.0
97.6
98,1
99.0
33.6
59.7
91.2
79.9
84,4
99.4
65.1
78,8
104.1
72.0
86.2
102.4
61.5
79.6
109.1
93.2
100.2
106.9
43.6
71.6
105.5
80.4
91.5
108.4
72,9
88.6
100,0
88.9
97.8
100.0
71.4
94.3
100.0
93.1
98.6
100,0
85.2
97.0
100.0
90.3
98,1
100.0
88.6
97.7
100.2
75.8
90.4
95.3
80.3
89.2
100.2
93.2
97.4
95.3
74.5
86.9
100.0
79.8
91.9
100.2
75.4
90.2
& Gypsum &
Acoustic Treatment
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
10
DIVS.
Board
&
Painting/Coating
14 25, 28, 41, 43, 44, 46
-
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
103.7
81.6
92.1
94,8
81,3
87.8
95,5
91.2
93.2
98.1
45.4
70.6
106.9
81.3
93.6
102,2
78.4
89.8
WEIGHTED AVERAGE
100.2
78.8
90.9
96,7
77.9
88.5
98.4
93.4
96.2
97,4
65.6
83.5
99.4
83.9
92.7
98.5
80.4
90.6
MF2010
IOWA
MASON
FORT DODGE
CITY
OTTUMWA
SHENANDOAH
SIBLEY
525
516
512
SIOUX CITY
DIVISION
504
505 INST.
TOTAL
100.2
100.2
94,6
95.0
94.9
85.1
46.0
MAT.
CONTRACTOR EQUIPMENT
015433 34
0241, 31
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
100,2
100.2
94.6
96.2
95,8
51.3
89.6
46.4
80.4
93.2
MAT.
MAT.
INST.
TOTAL
MAT,
INST.
TOTAL
96.3
96,3
MAT,
510-511
INST.
TOTAL
100,2
100,2
INST.
TOTAL
100.2
100.2
107.6
95.8
99.3
45.3
103.2
67.9
72.7
67.3
82,2
95,1
78,2
86.7
95.7
95,7
96.8
91.4
93,0
102,0
91.4
94.6
106.0
95.0
98,3
52.3
92.9
71.9
74.8
86.2
57.8
61.7
86.6
38.7
80.6
86.9
94.3
85.6
90.0
97.0
68.6
82.8
97.0
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
93.3
67.4
0330
Cast-in-Place Concrete
95.8
45.0
74.7
95.8
58.7
80.4
110.3
54.8
87,3
110.5
61.1
90.0
108.3
45,7
82,3
109.0
56.7
87.3
03
CONCRETE
92.6
51.1
72.1
92.9
58.5
75.9
101,2
69.4
85.5
101.5
62.1
82.1
100.5
48.1
74,6
101.2
66.9
84,3
04
MASONRY
95.9
38.5
60.4
108,7
69,4
84.4
100.3
57.1
73.6
104.0
75.9
86.6
122.1
38.8
70,6
97,2
55.6
71.4
05
METALS
89.5
81.9
87.2
89,5
88,8
89.3
86.9
92,0
88.5
93.3
84.3
90.5
87.2
81.4
85.4
89.3
88.2
89.0
06
WOOD, PLASTICS & COMPOSITES
79.6
46.2
60.8
83.9
37.9
58.0
89.4
78.2
83.1
82.2
54.0
66.3
83.1
36.7
56,9
101,8
68.2
82.9
07
THERMAL & MOISTURE PROTECTION
105.6
58.5
86.5
105.2
64.6
88.7
104.6
65.2
88.6
103.5
66.6
88.5
103.8
49.2
81.6
104,3
64.9
88.3
08
OPENINGS
100.8
50.1
88.8
93.3
50.2
83.1
96.6
76.2
91.8
88.1
55.5
80.4
93.4
44.9
81.9
97.6
66.9
90.3
0920
Plaster
94.1
44.6
60.4
94.1
36.0
54.6
97.0
77.7
83.9
95.9
52,8
66.6
95.9
34,7
54,3
105,3
67.2
79.4
0950, 0980
Ceilings
111,5
44.6
67.0
111.5
36.0
61.3
110.6
77.7
88.7
110,6
52.8
72.1
110,6
34.7
60,1
114.1
67.2
82.9
105.8
48.0
88.5
107.9
48.0
90.0
121.8
51.1
100,6
104.9
34.9
84,0
106.4
34.6
85.0
113.6
54.7
96.0
95.8
63.1
76.1
95.8
30,7
56.7
99.4
79.9
87.7
95,3
66.9
78.2
99.0
63.1
77,4
99.0
63.1
77.4
104.4
47.1
72.5
105,0
42.9
70.4
109.5
69.2
87,0
104.2
53.4
75.9
106,7
38.9
68.9
110.7
64.8
85,1
& Gypsum &
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
21,22, 23
FIRE SUPPRESSION,
3370
MF2010
Board
Acoustic Treatment
0960
26, 27,
Accessories
&
Painting/Coating
46
14, 25, 28, 41, 43, 44.
•
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS & UTIL.
WEIGHTED AVERAGE
100.0
79.8
96.0
100.0
84.8
97.0
100.0
84,2
96.8
100.0
67.9
93.6
100.0
78.9
95.8
100.0
86.9
97.4
95.3
65.8
83.4
95.3
71.9
85.9
95,3
71.3
85.7
95,3
75.1
87.2
95,3
69.5
84.9
100.2
76.3
90.6
101.9
42.9
71.1
100.9
57,0
77.9
100.5
67.8
83.4
98.1
80.6
89.0
98.1
42.4
69.1
98.2
74.7
85,9
96.6
58.8
80.2
96.5
66.6
83.5
97.3
73.0
86.7
97.1
72.1
86.2
97.7
57,5
80.2
99.1
73.6
88.0
KANSAS
IO\
WATERLOO
SPENCER 513 INST.
TOTAL
100.2
100.2
106.1
95.0
98.3
92.8
38.7
46.1
MAT.
015433
CONTRACTOR EQUIPMENT
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
506
-
507
INST.
TOTAL
100.2
100.2
99.5
96.1
97.1
101.6
48.1
55.4
MAT.
BELLEVILLE
COLBY
DODGE CITY
669
677
678
INST.
TOTAL
103.1
103.1
109.4
94.8
99.1
60.7
102,2
59.6
65.4
INST.
TOTAL
103.1
103.1
111.0
94.7
99.5
95,0
55.3
MAT,
MAT.
EMPORIA 668 INST.
TOTAL
101,4
101.4
INST.
TOTAL
103.1
103,1
111.9
94.5
99.7
102.8
92.2
95.3
95.3
59.5
64.4
86.5
66.7
69.4
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
97.0
67.3
82.2
94.0
86.5
90.2
99.6
56.1
77.9
101.2
56.1
78.7
98.8
56,1
77,5
98.2
56.7
77.5
0330
CastnrvPIace Concrete
108.3
45.7
82,3
102.6
55.0
82.9
118,9
56.9
93.2
114.3
57.0
90.6
116.4
56.7
91,6
114.9
54,8
90,0
03
CONCRETE
100.9
48.1
74.9
98.4
59.1
79.0
117.7
57.4
88.0
114.9
59.3
87.5
116,2
59.1
88.0
110,0
61.8
86.2
04
MASONRY
122.1
38.8
70,6
96.6
73.0
82.0
94,9
59.8
73.2
96.9
59.8
73.9
104.4
60.0
76.9
100.5
68.4
80.7
05
METALS
87.1
81.4
85.4
91.8
92.8
92,1
97.8
78.4
91.9
98,2
78.7
92.2
99.7
77.8
92.9
97.6
79.9
92,1
06
WOOD, PLASTICS & COMPOSITES
89.3
36.7
59.6
98.6
37.9
64.4
96.4
53.3
72.1
103.9
59,2
78.7
95,3
59.2
74.9
87.7
68.2
76.7
07
THERMAL & MOISTURE PROTECTION
104.6
49.2
82.1
105,4
71.4
91.6
98.4
62.3
83.7
101.9
62.9
86.1
101.9
62.3
85.8
97.0
77.4
89.1
08
OPENINGS
104.3
44.9
90.2
94.2
53.5
84.5
96.4
49.4
85,3
99.5
52.6
88.4
99.5
52.6
88.4
94.4
57.5
85.6
0920
Plaster
97.0
34.7
54.7
103,9
36.0
57.7
98.0
51,8
66.6
100,7
57.9
71.6
94.8
57.9
69.7
95.1
67.1
76.0
0950,0980
Ceilings
110.6
34.7
60.1
115.0
36.0
62.5
91.6
51.8
65.1
94.3
57.9
70.1
94.3
57.9
70.1
91.6
67.1
75.3
0960
Flooring
109.1
34.6
86,8
113.3
76.9
102.4
106,4
39.9
86,5
105.7
39.9
86.0
102.2
39.9
83.6
101.8
37.1
82.4
0970,0990
Wall Finishes
62.8
09
FINISHES
COVERS
DIVS.
& Accessories
& Gypsum Board
10
&
-
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
752
WEIGHTED AVERAGE
46
PLUMBING & HVAC
&
UTIL.
99.0
63.1
77.4
95.8
79.4
86.0
97.4
39.8
62.8
97.4
39.8
62.8
97.4
39.8
62.8
97.4
39.8
107.6
38.9
69,3
108.8
54,4
78.5
101.3
50.4
72.9
101.5
53.9
75.0
99.8
53.9
74.2
98.6
58.6
76.3
100.0
78.9
95.8
100.0
85.3
97.1
100.0
41.8
88.3
100.0
42.5
88.5
100.0
42.5
88.5
100.0
41.5
88.3
95.3
69.5
84.9
100,2
80,0
92.1
95.1
73.1
86.3
95.1
68.7
84.5
100.0
68.7
87.4
95.1
73.4
86.4
99.9
42.4
69.9
97.0
57,0
76.1
93.3
66.0
79.1
97,9
66.0
81.3
94.7
73.4
83.6
90.8
73.1
81.5
99.2
57.5
81.0
98.3
70.9
86.4
99,4
65.6
84.7
100.2
65.6
85.1
101.7
66.5
86,4
97.8
70.0
85.7
City Cost Indexes KANSAS FORT
scon
HAYS
HUTCHINSON
INDEPENDENCE
KANSAS CITY
676
675
673
660 662
LIBERAL
DIVISION
667 INST.
TOTAL
102.3
102,3
99.4
93.0
94.9
102.6
78.6
97.5
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
•
34
& INFRASTRUCTURE, DEMOLITION
SITE
&
INST.
TOTAL
103.1
103.1
93.4
94.6
94.3
65.1
89.9
59.5
56.1
77.5
98.8
INST.
TOTAL
103.1
103.1
115.5
94.8
100.9
81,9
99.7
59.6
96.3
96,9
98.8
MAT.
MAT.
INST.
TOTAL
103.1
103,1
113,1
94.6
100,1
63.6
110.8
67.8
56.1
77.5
98.2
MAT.
679
-
MAT.
INST.
TOTAL
MAT.
INST.
TOTAL
103,1
103.1
99.7
99.7
93.5
92.9
93.1
115,2
94.6
100.7
73,7
99.3
96.3
96.7
95.8
59.5
64,5
63.0
80.6
94.6
97,8
96.2
100.2
56.1
78.2
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
106.6
55.7
85.5
90.2
57.0
76,5
83.6
54.2
71,4
116.8
54.5
91.0
91.4
99.3
94.7
90.3
54.2
75.3
03
CONCRETE
105.2
74.6
90.1
106.7
59.3
83.3
89.1
58.3
73.9
117.4
63.3
90.7
97.3
97,9
97,6
108.9
58.3
83.9
04
MASONRY
101.0
61.4
76.5
104.3
59.8
76,8
96.4
59.6
73.6
94.0
65.7
76.5
103.6
99.5
101.1
102.4
59,6
75.9
05
METALS
97.5
94.4
96.5
97.8
78.7
91.9
97.6
77.7
91.5
97,5
81.3
92.5
104.9
100.6
103.5
98.1
77.7
91.8
06
W/OOD, PLASTICS
106.5
85.4
94.6
100.6
59.2
77.2
89.9
59,2
72.6
114,7
69.6
89.3
102.4
96.7
99.1
95.9
59.2
75.2
07
THERMAL & MOISTURE PROTECTION
97.8
82.8
91.7
102.1
62.9
86.2
100.9
62.2
85,2
101.9
82,4
94.0
97.5
99.8
98.4
102.3
62.2
86.0
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
Accessories
& COMPOSITES
& Gypsum Board
&
Acoustic Treatment
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
10
-
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
94.4
80.1
91.0
99.4
52.6
88.3
99.4
52.6
88.3
97.2
59.8
88.4
95.6
90.5
94.4
99.5
52.6
88.4
100.6
84.9
89.9
98.1
57.9
70.7
93.6
57,9
69.3
107.8
68.6
81.1
93.5
96,5
95.5
95.5
57.9
69.9
91.6
84.9
87.2
94.3
57,9
70.1
94.3
57.9
70.1
94.3
68.6
77.2
91,6
96.5
94,9
94.3
57.9
70.1
117.6
40.1
94.4
104,7
39.9
85.3
99.5
39.9
81.7
109.9
39.9
89.0
93,5
100.5
95.6
102.4
39.9
83.7
62.8
99.2
39.8
63.5
97.4
39.8
62.8
97.4
39.8
62.8
97.4
39.8
62.8
105.6
69.2
83.7
97.4
39.8
104.0
68.4
84.2
101.4
53,9
74.9
97.3
53.9
73.1
103.8
60.0
79,4
98.5
93.1
95.4
100.7
53.9
74.6
100.0
47.4
89.5
100.0
42,5
88.5
100.0
42.5
88.5
100.0
43.7
88.7
100.0
63.5
92.7
100.0
42.5
88,5
95.1
69.3
84.7
95.1
68.7
84.5
95,1
68.7
84.5
95.1
71.1
85.5
99.9
96.8
98.6
95.1
68.7
84.5
90.1
73.1
81.2
96.8
66.0
80.7
91.7
66.0
78.3
94.0
73.1
83.0
95.5
97.3
96.4
94.7
73.4
83.6
97.7
74,3
87.5
99.6
65.6
84.8
95.8
65.4
82.5
99.9
70.3
87,0
99,4
95.7
97.7
99.5
66.4
85.1
KENTUCKY
KANSAS TOPEKA
SALINA
WICHITA
ASHLAND
670 - 672
411-412
CAMPTON
BOWLING GREEN
DIVISION
674 INST.
TOTAL
103.1
103.1
102.2
94.8
97,0
91.8
55,7
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
664
-
666
INST.
TOTAL
98.0
98.0
108.9
87.0
93.5
58.0
89.0
105.7
INST.
TOTAL
103.1
103.1
98.7
93.3
94.9
49.4
97.8
51.7
INST.
TOTAL
101.4
101.4
97,9
91.2
93.2
60.6
97,2
41.8
MAT.
MAT.
421
MAT.
-
413-414
422
INST.
TOTAL
95.1
95.1
75.6
97.7
91.1
83.8
98.8
94.3
103.4
86.5
84.0
84.4
90.4
84.6
85.4
MAT.
MAT.
INST.
TOTAL
101.5
101.5
0310
Concrete Forming
0320
Concrete Reinforcing
98.2
62.6
80.4
97.7
97.2
97.5
97.5
75.8
86.7
89.1
106.1
97.6
86.4
89,5
88,0
87.3
105.0
%.l
0330
Cast-in-Place Concrete
101.0
54.7
81,8
96.1
46.5
75.6
94.7
52.7
77.3
88.7
102.9
94.6
88.0
97.5
91.9
98.1
75.2
88.6
03
CONCRETE
103.0
58,0
80,8
98.3
55.4
77.1
97,6
57.8
78.0
96,1
105,2
100.6
94.4
89.7
92.1
98.2
85.2
91.8
04
MASONRY
118.4
59.8
82.1
97.6
56.9
72.4
94.9
51.1
67.8
92.2
105.1
100.2
94.0
81,6
86,3
91.6
70.2
78.4
05
METALS
99.5
81.5
93.9
101.6
96.4
100.0
101.6
83.7
96.1
92.1
109.8
97.6
93.7
86.9
91.6
93.0
93.7
93.2
06
WOOD, PLASTICS & COMPOSITES
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
21, 22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
& Gypsum
&
10
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
91.5
53.3
70.0
95.4
38.1
63.1
95,3
52.5
71.2
79.0
105.4
93.9
92.3
83.9
87.5
90.8
91.1
90.9
101.4
62,6
85.7
100.6
69.1
87.8
100.0
57.6
82.8
91.3
99.3
94.5
86.7
82,1
84.8
99,6
69.4
87.3
99.4
49.7
87.6
98.6
55.3
88.4
101.6
56.6
91.0
97.0
99.3
97.5
97.9
79.4
93.5
99.3
89.8
97.1
93.6
51.8
65.2
97.6
36.1
55.8
92.4
51.0
64.2
61.2
105.6
91.4
86.4
83.7
84.6
86.4
90.2
89.0
94.3
51.8
66,0
97.6
36.1
56,7
99.4
51,0
67,2
83.8
105.6
98,3
88,8
83.7
85.4
88.8
90.2
89.7
100.7
63.1
89.5
106,9
75.0
97.3
108.3
64.1
95.1
80.1
104.2
87.3
96.5
87.6
93.9
98.6
42.0
81.7
97.4
39,8
62.8
99.2
53.7
71.9
96.3
49.0
67.9
96.9
103.4
100.8
94.7
74.3
82.4
94.7
66.8
77.9
98.5
54.8
74.2
103.1
47.0
71.8
102.7
53.5
75.3
82.5
105.7
95.4
93.1
84,0
88,0
93.9
75.7
83.8
100.0
54.2
90.8
100.0
48.4
89.7
100.0
51.1
90.2
100.0
96.3
99.3
100.0
59.8
91.9
100,0
57.3
91.4
100.0
68.7
87.5
100.0
69.0
87.5
99.8
64.3
85.6
95.0
92.9
94.1
100.0
84.3
93.7
95.1
81.5
89.7
94.5
73.3
83.4
94.2
73.1
83.2
99.0
73.3
85.6
90.7
99.6
95.4
93.3
82.1
87.4
90.6
67.7
78.6
100.4
67.0
85.9
99.4
66.5
85,1
99.9
65.1
84.8
94.0
100.1
96.6
95.5
84.8
90.8
95.1
80.2
88.6
KENTUCKY CORBIN
COVINGTON
ELIZABETHTOWN
FRANKFORT
HAZARD
410
427
406
417-418
HENDERSON
DIVISION
407
INST.
TOTAL
101,5
101.5
83.0
98,5
93.9
88.9
72.3
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
409
INST.
TOTAL
105.0
105.0
79.4
112.3
102.5
74.6
86.0
92.9
MAT.
INST.
TOTAL
95,1
95.1
70.4
97.8
89.6
92.0
81.6
82.4
MAT.
424
INST.
TOTAL
101.5
101.5
81.8
100.1
94.6
77.0
87,1
85.4
INST,
TOTAL
101.5
101.5
87.1
99.7
95.9
82.3
99.5
73.4
MAT.
MAT.
INST.
TOTAL
116.1
116.1
78.4
124.1
110.5
85,6
93.4
83.5
84.8
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
87.0
72,1
79.5
85.9
94.0
90.0
86.9
93.8
90.3
99.8
93.7
96.8
87.7
105.0
96,3
86.6
87.6
87.1
0330
Cast-in-Place Concrete
92.2
59.9
78.8
93.9
99,6
96.3
79.6
74.6
77.5
87.2
70.6
80.3
94.4
84.2
90.2
77,8
92.5
83.9
03
CONCRETE
92.6
68.4
80.7
96,5
95.5
96.0
86.6
82,0
84.3
93.0
76.6
84.9
95.0
88.7
91.9
91.6
87.4
89.6
04
MASONRY
89.8
63,0
73.2
105.4
103.3
104.1
78.5
76,8
77.4
87.2
80.8
83.3
89.3
72.8
79.1
97.8
94.5
95,8
05
METALS
93.4
79.8
89.2
91.0
91.7
91.2
92,8
88.8
91.6
95.8
89.5
93,9
93.0
93.7
93.2
84.4
88.6
85,7
06
WOOD, PLASTICS & COMPOSITES
88.5
77,7
82.4
88.7
86.0
87.2
87.4
83.9
85.4
105.5
70,3
85.6
87,7
91.1
89.6
95.1
80.8
87,1
07
THERMAL & MOISTURE PROTECTION
98.8
65.6
85.3
99.4
95.4
97.8
86,4
78.8
83.3
98.8
77,1
90.0
99.5
71.3
88.1
99.0
93.6
96.8
08
OPENINGS
99.3
67.2
91.7
101.3
85.7
97.6
97.9
85.3
94.9
102.1
78.2
96,4
99.7
80.3
95.1
96.0
81.8
92,7
0920
Plaster
90.6
76.4
80.9
69.4
86.1
80.8
85.6
83.7
84.3
100,9
68.8
79,0
85.6
90.2
88.7
89.7
79.7
82.9
0950, 0980
Ceilings
0960
Flooring
& Gypsum &
&
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
21, 22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
Board
Acoustic Treatment
0970 0990 ,
Accessories
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
WEIGHTED AVERAGE
46
&
UTIL.
86.1
76.4
79.6
92.3
86.1
88.2
88.8
83.7
85.4
96.8
68.8
78.1
88.8
90,2
89.7
82.5
79.7
80.6
100.6
42.0
83.1
72.7
86,2
76.7
94.1
87.6
92.2
108.0
55.4
92.3
97.1
42.7
80.9
100.1
87.6
96.4
94.2
50,5
67,9
90.6
84.1
86.7
94.7
77.8
84,6
93.9
81.5
86.5
94.7
66.8
77,9
94,7
98.1
96.7
93.9
65.0
77,8
84.8
90.5
87.9
92,0
82,5
86.7
101.6
70.3
84.2
93,2
76.5
83.9
92.6
85.7
88.8
100.0
49.7
89.9
100,0
102.8
100.6
100.0
86.6
97.3
100,0
67.2
93.4
100.0
58.1
91.6
100,0
67.1
93,4
95.1
72.9
86.2
95.6
90.6
93,6
95.4
81.9
90.0
100.1
84.1
93.7
95.1
82.4
90.0
95.4
79.3
88.9
90.5
82.1
86,1
94.6
79,6
86.8
90.4
82,1
86.1
99.0
89,2
93.9
90,6
59.7
74.5
92.7
82.2
87.2
94.4
73.3
85.2
95.2
93.2
94.3
92.2
83.7
88.5
97,9
82,4
91.1
94.6
79.9
88.2
93.0
87.9
90.8
753
City Cost Indexes KENTUCKY LEXINGTON 403
34
SITE
& INFRASTRUCTURE, DEMOLITION
& Accessories
400 TOTAL
101.5
101,5
85.0
100.9
96,2
101.5
74.3
CONTRACTOR EQUIPMENT
0241, 31
405
INST.
MAT.
015433
-
OWENSBORO
LOUISVILLE -
402
INST.
TOTAL
95.1
95.1
75.7
97.8
91.3
78.0
100.6
83.0
MAT.
.
423 INST.
TOTAL
116.1
116.1
87.9
124.1
113.3
85.4
91.8
83,4
93.8
95.4
86.6
MAT.
PADUCAH
PIKEVILLE
420
415-416
INST.
TOTAL
116.1
116.1
80,9
123.6
110.9
84.5
89,9
81.8
90.2
88.4
87.1
MAT.
SOMERSET 425
INST.
TOTAL
98.0
98.0
119.6
86.0
96.0
82.9
97.7
90.9
89,0
88,0
89.6
105.9
MAT.
-
426
INST.
TOTAL
101.5
101,5
75.1
99.3
92.1
91.9
88.0
77.6
79.0
97.7
86.9
93.7
90.3
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
95.5
93,5
94.5
97.1
0330
Cast-in-Place Concrete
94.3
93.9
94.2
95.8
75.4
87.4
90.7
96.1
92.9
82.9
88.3
85.1
97.5
98.7
98.0
77,8
100.3
87.1
03
CONCRETE
95.8
84.9
90.5
96.7
82.5
89.7
103.4
89.1
96.4
96.0
85.5
90.8
109.6
97.1
103.5
81.8
88.6
85.2
04
MASONRY
88.4
73.4
79.1
88.9
78.2
82.3
90.5
92.6
91.8
93.5
90.0
91.3
90.0
98.5
95.2
84,7
78.1
80.6
05
METALS
95.8
89.9
93,9
97.6
88.9
94.9
85.9
90.2
in
83.0
88.4
84,6
92.0
108.5
97.1
92.9
89.3
91.8
06
WOOD, PLASTICS & COMPOSITES
105.1
70.3
85.5
103.1
83.9
92.3
93.0
80.8
86.1
90.6
80.9
85.2
88.6
90.4
89.6
88.3
77.7
82,3
07
THERMAL & MOISTURE PROTECTION
99.1
85.7
93.6
97.9
79.5
90.4
99.3
93.9
97.1
99.0
80.9
91.7
91.9
81.5
87.7
99.0
71,8
87.9
08
OPENINGS
99.5
75.3
93,8
99.0
85.3
95.8
96.0
83.9
93.1
95.2
79.4
91.5
97.7
88.4
95.5
98,7
79.6
94,2
0920
Plaster
100.6
68.8
79,0
93,2
83.7
86.7
88.2
79.7
82.4
87.1
79.8
82,1
64.5
90,2
82.0
85.6
76.4
79.4
0950, 0980
Ceilings
90.5
68.8
76.1
94.3
83.7
87.2
82.5
79.7
80,6
82.5
79.8
80.7
83.8
90,2
88.0
88.8
76,4
80,5
105.0
71.6
95.0
102.9
87.6
98,3
99.5
87.6
96.0
98,5
60.4
87.1
83.8
104,2
89,9
97.4
42.0
80.8
94.2
82.8
87.3
93.9
77.8
84.2
94,7
98.1
96.7
94.7
81,4
86.7
96.9
83.0
88.5
94.7
77.8
84.6
97.5
73.6
84,2
97,9
83.5
89,9
92.9
85.2
88.6
92.1
77.8
84,1
84,9
93.0
89.4
92.6
70,9
80,5
100.0
88.4
97.7
100.0
87.1
97.4
100.0
100.9
100.2
100.0
63.4
92,7
100.0
57.8
91.5
100.0
60.0
92.0
100.0
80.6
92,2
100.0
82.6
93.0
100,0
78.4
91.3
95.4
82.9
90.4
95.0
89.0
92.6
95,4
79.1
88.8
93.4
82.1
87.5
100.0
82.1
90.6
92.7
82.2
87,3
95.1
81.8
88.2
93.7
75.1
84.0
91.0
82.1
86.4
97.0
82.4
90.7
97.8
84.2
91,9
95.6
88,9
92.7
93.2
86.2
90,2
96,2
90.0
93.5
92.7
81.5
87.8
& Gypsum &
Acoustic Treatment
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
21, 22, 23
FIRE SUPPRESSION,
26, 27,
3370
Board
&
Painting/Coating
14, 25, 28, 41, 43, 44,
-
46
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
LOUISIANA
BATON ROUGE
ALEXANDRIA
HAMMOND
LAFAYETTE
LAKE CHARLES
704
705
706
MONROE
DIVISION
713-714 INST.
TOTAL
89,7
89.7
96.3
86.7
89.5
83.0
44.2
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
707
-
708
INST.
TOTAL
89.3
89.3
96,0
86.0
89,0
49.5
94.1
61.7
MAT.
INST.
TOTAL
89.9
89.9
99.1
86,9
90.5
66.1
78.1
46.9
MAT.
INST.
TOTAL
89,9
89.9
100.1
87.0
90.9
51.2
95.2
54.9
MAT.
712
INST.
TOTAL
89.3
89,3
100.8
85.9
90.3
60.4
96.1
57,5
MAT.
INST.
TOTAL
89.7
89,7
96.3
85.9
89.0
62.8
82.5
43.9
49.2
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
89.4
56.0
72.7
95.1
59.0
77.1
93.3
59.4
76,4
94.6
59.0
76.8
94.6
59,2
76,9
88,4
55,6
72,0
0330
Castnn-Place Concrete
94.6
50.3
76.2
91.8
58.7
78,0
93.9
43.9
73.2
93.5
47.6
74.4
98.4
67.4
85.5
94.6
56.7
78.8
03
CONCRETE
94.7
49,7
72.5
95.9
60,7
78,5
93,3
49.1
71.5
94.4
53.8
74.4
96.7
61.8
79.5
94,5
51.5
73.3
04
MASONRY
116.0
54,2
77,8
97.6
54.7
71.0
99.0
51,8
69.8
99.0
53.0
70.5
98,3
59,5
74.3
110,9
48,4
72.2
05
METALS
89.5
71.1
83,9
106.0
70,1
94.9
97.6
69.5
88.9
96.7
70.0
88.5
96.7
70.5
88.7
89.5
68.5
83.0
06
WOOD, PLASTICS & COMPOSITES
89.8
42.7
63.2
98.5
65.3
79.8
84.8
48,1
64.1
106.3
57.0
78.5
104.4
59.1
78.8
89,1
43.2
63.2
07
THERMAL & MOISTURE PROTECTION
97.5
54.1
79.9
95.8
62.4
82.2
96.9
57.0
80.7
97.4
60.8
82.5
96.5
59.5
81.5
97.5
54.7
80.1
08
OPENINGS
99.8
45.8
87.0
98,6
60,0
89.5
92,7
52.5
83.2
96.3
53.9
86.3
96.3
55.7
86.7
99.7
48,8
87,7
0920
Plaster
53.6
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
& Gypsum &
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
&
UTIL.
WEIGHTED AVERAGE
79.0
41.4
53.4
99.4
64.6
75.7
100.1
46.8
63.8
109.6
56.0
73.2
109.6
58.1
74.6
78.6
41.9
87.1
41.4
56.7
103.1
64.6
77.4
98.7
46.8
64.2
97.0
56.0
69.7
98.0
58.1
71.5
87.1
41.9
57.0
110.0
66.9
97.1
106.0
66.9
94.3
98.6
66.9
89.1
106.8
66.9
94,9
106.8
74.3
97.1
109.5
58.1
94.2
99.5
65.8
79.2
96.1
47.3
66.8
103.4
49.3
70.9
103.4
59.2
76.8
103.4
51.0
71.9
99.5
49.1
69.2
93.2
50,0
69.1
100.6
61,6
78,9
97.8
50.9
71,7
101.1
57.5
76.8
101.3
59,9
78.2
93.0
46.5
67,1
100.0
51.4
90.3
100.0
80.9
96.2
100,0
46,6
89.3
100.0
79,4
95.9
100.0
80.4
96.1
100.0
47.0
89.4
100.2
56.5
82.7
100.0
59.5
83.8
95.2
43.7
74.5
100.1
60.7
84.3
100.1
61.7
84.7
100,2
54.1
81.7
90.5
58.2
73.6
103,0
60.8
81.0
98.2
57.3
76.8
99.5
66.6
82,3
98.9
66.6
82.0
92.2
59.6
75.2
96.8
57.8
79.8
100.4
63.6
84.4
96.3
54.9
78.3
98.5
62.7
82.9
98.6
65,0
84.0
96.7
56.4
79.2
MAINE
LOUISIANA
NEW ORLEANS 700
0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
AUGUSTA
BANGOR
710-711
703
043
044
96.2
111.5
100.8
89.2
111,2
100.2
110.1
103.2
90,1
96.4
93.3
92.6
97.2
98.8
76.3
74.4
78.4
89.7
93.6
59.2
56.1
60.1
97.2
98.1
97.3
97.0
64.3
44.7
98.0
99,2
90.1
98.8
66.5
100.8
101.0
67.8
52.2
70.8
97.7
100.6
88.9
91.0
97.3
91.3
90.4
93.4
100.8
87.0
86.0
88.4
TOTAL
100.6
100.6
89.2
101.4
100.8
105.2
045
100.6
100.6
89.9
MAT.
INST.
TOTAL
100.6
89.9
89.7
90.2
MAT.
BATH
INST.
TOTAL
TOTAL
89.7
90.2
MAT.
INST.
INST.
TOTAL
TOTAL
CONTRACTOR EQUIPMENT
THIBODAUX
INST,
INST.
MAT.
015433
701
SHREVEPORT
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
96.7
0330
Cast-irvPIace Concrete
99.7
70.1
87.4
99.4
53.4
80,3
100.9
51.3
80.3
97.9
60.3
82.3
80.2
113.0
93.8
80,2
60.3
72.0
03
CONCRETE
97.8
67.1
82.6
99.6
50.9
75.6
98.4
59.3
79.1
104.6
86.2
95.5
94.4
105.3
99,8
94.5
86.4
90,5
04
MASONRY
101.8
60.7
76.4
102,0
51,0
70.4
124.8
49.3
78.1
96.8
64.8
77.0
106.0
103.9
104.7
112.3
85.8
95.9
05
METALS
109.5
73.0
98.3
93.3
69.2
85.9
97.6
69.3
88.9
97,8
88.0
94,8
88.7
90.4
89.2
87.2
89.6
87,9
06
WOOD, PLASTICS & COMPOSITES
99.7
67.9
81,8
101.7
43.7
69,0
92.9
69.7
79.8
98.6
107.7
103.7
95.1
98.7
97.1
89.7
107.7
99,9
07
THERMAL & MOISTURE PROTECTION
96.1
69.0
85.1
97.1
52.2
78.9
96,7
54,6
79.6
104,3
66,8
89.1
100.2
86.0
94.5
100.2
73.2
89,2
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970,0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
& Gypsum &
-
Accessories
Board
64.2
89,3
104.2
90.0
100,8
102.5
85.0
98.4
102.5
90.0
99.5
102.7
69,1
79,8
100.8
107.4
105.2
98.8
98.0
98.2
95.1
107.4
103.4
91,3
42.5
58.8
98.7
69.1
79.0
101,5
107.4
105.4
91.6
98.0
95.9
89.6
107.4
101.4
113.4
62.4
98.1
104,3
44.9
86.5
103.1
56.3
89.1
98.9
113.0
103.1
97.3
56.3
85.0
108.8
65.5
82.8
95.5
45,5
65.4
104.7
50,6
72.2
101.0
64.7
79.2
95.3
45.1
65.1
95.3
45.1
65,1
102.4
66.6
82.4
98,2
47.4
69.9
100.1
60.1
77.8
101.4
87.7
93.8
98.6
96.3
97.3
97.1
85.6
90.7
46
100.0
83.2
96,6
100.0
77.3
95.5
100.0
81.3
96,3
100.0
103.3
100.7
100.0
110.0
102.0
100.0
103.3
100.7
HVAC
100.0
65.8
86.3
100,0
58.9
83,5
95.2
61.7
81.7
99.9
65.6
86.2
100.1
75.9
90.4
95,2
65.7
83.4
103.2
72.9
87.4
97.7
67.2
81.8
96.7
72,8
84.2
99.3
80.0
89.2
98.5
77.2
87.4
96.4
80.0
87.9
101.5
69,8
87.7
98.4
59.6
81.5
98,7
64.9
84.0
100.3
80.8
91.8
97.6
90.8
94.7
96.1
83.0
90.4
FIRE SUPPRESSION,
ELECTRICAL, COMMUNICATIONS &
754
97.1
57.7
77.8
3370
WEIGHTED AVERAGE
86.4
42.5
93.8
23
MF2010
46.4
90.0
66.9
26, 27,
8.
98.8
80.3
67.2
21, 22,
PLUMBING
89.2
67.2
98.7
Painting/Coating
14, 25, 28, 41, 43. 44,
66.4
105.3
Acoustic Treatment
&
96.2
108.2
UTIL.
City Cost Indexes MAINE
HOULTON
KIHERY
LEWISTON
MACHIAS
047
039
042
046
ROCKLAND
PORTLAND
DIVISION
INST.
TOTAL
100.6
100.6
90.7
101.8
98.5
97.1
103.6
MAT.
CONTRACTOR EQUIPMENT
015433 34
0241, 31
& INFRASTRUCTURE, DEMOLITION
SITE
&
INST.
TOTAL
100,6
100.6
88,2
101.0
97.2
96.7
98.9
98.9
INST.
TOTAL
100.6
100.6
85.6
100.8
96.3
102.7
90,4
97.7
MAT.
MAT.
040
INST.
TOTAL
100.6
100.6
90,1
101.8
98.3
98.9
94.4
103.5
MAT.
-
048
041
INST.
TOTAL
100.6
100.6
86.9
101.0
96.8
86.3
101,8
97,2
102,3
95.8
98.9
98.4
95.4
103.5
102.4
100.0
MAT.
MAT.
INST.
TOTAL
100,6
100.6
0310
Concrete Forming
0320
Concrete Reinforcing
90.1
109.9
100.0
84.5
111.3
97.8
110.8
111.5
111.1
90.1
109.9
100,0
107.5
111.5
109.5
90.1
109.9
0330
Cast-in-Place Concrete
80.3
72,6
77.1
81.4
61.2
73.0
81.9
113.0
94.8
80,2
72.0
76.8
95.5
113.0
102,7
81.9
72.0
77.8
03
CONCRETE
95.5
93.3
94.4
90.1
87.0
88.6
95.1
105.3
100.1
94.9
93.1
94.0
100.8
105,3
103,0
92.2
93.1
92.6
04
MASONRY
91.0
76.3
81.9
101.0
86.8
92.2
91.7
103,9
99.2
91.0
76.3
81,9
101.3
103.9
102.9
85.9
76.3
80.0
05
METALS
87,4
87.9
87.5
87,1
89.8
87.9
91.7
90.4
91.3
87.4
87.9
87,6
99.4
90.4
96.6
87.3
87,9
87.5
06
WOOD, PLASTICS & COMPOSITES
99.1
107,7
104.0
88.7
107.7
99.4
101.2
98.7
99.8
96.1
107.7
102.6
96.1
98.7
97.5
96.9
107.7
103.0 89.1
Accessories
07
THERMAL & MOISTURE PROTECTION
100.3
74.0
89,6
103.2
72.5
90.7
100,1
86.0
94.4
100.3
73.0
89.2
101,4
86.0
95.2
100.0
73.0
08
OPENINGS
102.6
88.2
99,2
102,7
90.0
99.6
105.6
85.0
100.7
102.6
88.2
99,2
105.7
85.0
100.8
102.5
88.2
99,1
0920
Plaster
101.0
107.4
105.3
94.7
107.4
103.3
104.5
98.0
100,1
99.5
107.4
104.8
101.0
98.0
99.0
99.5
107.4
104.8
0950, 0980
Ceilings
101.4
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum Board
&
Acoustic Treatment
10-14,
&
Painting/Coating
25,
28,41,43,44,46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
WEIGHTED AVERAGE
MF2010
89.6
107,4
101.4
90,6
107.4
101.8
101.4
98.0
99,1
89.6
107.4
101.4
104.4
98.0
100,1
89.6
107.4
100.1
52.7
85.9
97.5
58.7
85.9
101.6
113.0
105.0
99.3
52,7
85,4
101.9
113.0
105.2
99.6
52.7
85.6
95.3
140.1
122.2
95.4
39.3
61,7
95.3
45.1
65.1
95.3
140.1
122.2
93.4
45.1
64.4
95.3
140,1
122.2
98.8
99.7
99.3
96.2
85.6
90.3
101.8
96.3
98.7
98.3
99.7
99.1
102.5
96.3
99.0
98.0
99,7
98.9
100.0
108.9
101,8
100.0
103,6
100.7
100.0
110.0
102,0
100.0
108.9
101.8
100.0
110.0
102.0
100.0
108.9
101.8
95.2
74,1
86.8
95.2
77.3
88.0
100.1
75.9
90.4
95.2
74.1
86.8
100.0
75.9
90.3
95.2
74.1
86.8
100.6
80,0
89.9
98.0
80.0
88.6
100.6
80.1
89.9
100.6
80,0
89.9
103.3
80.1
91.2
100.5
80.0
89.8
95.9
86.6
91.8
95.1
85.7
91,0
98.3
91.2
95.2
95.7
86.5
91.7
100.8
91.2
96.6
95.0
86.5
91.3
MARYLAND
MAINE WATERVILLE
ANNAPOLIS
BALTIMORE
049
214
210-212
CUMBERLAND
COLLEGE PARK
EASTON
DIVISION
INST.
TOTAL
100.6
100.6
90.8
100.8
97.8
89.2
97.0 110.1
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
0310
Concrete Forming
0320
Concrete Reinforcing
90.1
Accessories
MAT.
INST.
TOTAL
MAT.
207
INST.
TOTAL
102.8
102,8
MAT.
-
208
216
215
INST.
TOTAL
104.3
104.3
MAT.
INST.
TOTAL
99.3
99.3
MAT.
INST.
TOTAL
99.3
99.3
91.0
99.3
99.3
98.2
90.9
93.1
99.8
94.8
96.3
103,7
94.1
96.9
91.4
90.9
91.1
98.2
88.0
96.0
98.1
70.3
74.1
100.3
72.6
76.4
86.2
71.2
73.2
91.6
80,8
82.3
89.5
71.7
74.2
100.1
104.0
82,1
93.0
104.5
82,1
93.3
109,0
80.5
94.7
87.7
74.6
81.2
87.0
80.6
83,8
0330
Cast-in-Place Concrete
80.3
60.3
72.0
110.8
77.1
96.8
111.3
77.9
97.4
122.5
78.0
104.0
93,6
85,7
90.3
104.0
49.2
81.2
03
CONCRETE
96,0
86.2
91.1
103.7
75.9
90.0
104.2
77.2
90.9
109.4
76.6
93.2
89.4
82.2
85.9
97.0
66.6
82.0
04
MASONRY
100,7
64.8
78,5
96.1
72.9
81,7
98.4
72,9
82.6
108.4
69.4
84.3
94.6
84.4
88.3
108.1
43.7
68.2
05
METALS
87.3
88.0
87.5
104.7
93.8
101.3
101.5
94.3
99.3
87.0
97.5
90.2
99.2
91,2
96.7
99.4
88.1
95.9
06
WOOD, PLASTICS & COMPOSITES
89.2
107.7
99.6
97.6
70.6
82.4
97.3
73.7
84.0
87.6
70.8
78.1
86.3
79.8
82.6
84.1
79.1
81.3
07
THERMAL & MOISTURE PROTECTION
100,3
66.8
86.7
101.1
79,6
92,4
99.1
80.2
91.4
102.6
78.5
92.9
99.5
80.4
91.7
99.6
60.4
83.7
08
OPENINGS
102.6
90.0
99,6
99.3
78.1
94.3
97.7
79.8
93.5
94.7
75.2
90.1
96.0
78.7
91.9
94.4
72.9
89.3
0920
Plaster
95.1
107.4
103.4
100.5
70.0
79.7
103.4
73.0
82.8
97.1
70.0
78.6
100.7
79.5
86.3
100.3
78.8
85.7
0950, 0980
Ceilings
89.6
107.4
101.4
100.6
70.0
80,2
98.1
73.0
81.4
98.1
70.0
79.4
100.1
79.5
86.4
100.1
78.8
85.9
0960
Flooring
97,0
56.3
84,8
100.7
78.6
94.1
100,0
78.6
93.6
97,9
80.5
92.7
96.2
92.5
95.1
95.4
52.6
82.6
0970, 0990
Wall Finishes
95,3
64.7
76.9
91,7
80.9
85,2
94.6
80.9
86,4
104,6
77,5
88.3
94.4
75,0
82.7
94.4
77.5
84.3
09
FINISHES
97.2
87.7
91.9
97.2
72.1
83.2
99.9
73.9
85.4
96.3
72.8
83.2
97.6
82,3
89.1
97.8
70.5
82.6
COVERS
DIVS.
41,43,44,46
100.0
103.3
100.7
100.0
85.6
97.1
100.0
86.3
97.3
100.0
83.8
96.8
100.0
90.2
98.0
100.0
77.2
95.4
PLUMBING & HVAC
95.2
65,6
83.3
100.0
81.7
92.6
100.0
81.7
92.7
95.3
85.0
91.2
95.1
73,0
86.2
95.1
68.6
84.5
100.6
80.0
89.8
96,7
917
94.1
101,4
91.7
96.3
102.2
99.8
100.9
96.6
81.6
88.8
96.1
64.4
79.5
96,2
80.8
89.5
100.3
81.8
92.3
100.5
82.8
92.8
97,6
83.9
91.7
96.0
81.9
89.9
97.4
69.3
85,2
& Gypsum Board
&
10-
Acoustic Treatment
&
Painting/Coating
14, 25, 28,
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
&
UTIL.
WEIGHTED AVERAGE
MASSACHUSEnS
MARYLAND ELKTON
HAGERSTOWN
SALISBURY
SILVER SPRING
WALDORF
BOSTON
219
217
218
209
206
020 - 022, 024
DIVISION
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
INST.
TOTAL
99.3
99.3
89.8
91.6
91.0
84.4
90.6
76.3
TOTAL
99,3
99.3
85,8
88.7
87,8
95,5
82.6
MAT.
INST.
TOTAL
99.3
99.3
98,1
88.0
91.0
78,3
103.5
52,9
MAT.
MAT.
INST.
TOTAL
INST.
TOTAL
106.3
106.3
100,8
108.2
106.0
74.1
100.9
142.0
136,4
INST.
TOTAL
97.2
97,2
98.0
87.1
90.3
74.6
102.4
69.6
97.2
97.2
91.3
87.5
88.6
59.8
94.8
71.4
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
87,0
101.6
94.3
87.7
74.6
81.2
87.0
65.6
76.3
107.6
80,4
94,0
108.3
80,4
94.4
108,7
157.1
132,8
0330
Cast-in-Place Concrete
84,2
76.5
81.0
89.2
85,7
87.8
104.0
47.9
80.7
125.4
79.8
106.5
140.5
76.9
114.1
104.6
152.2
124.3
03
CONCRETE
82,6
84,7
83.7
86.0
80,2
83.1
97.9
55,0
76.7
108,0
77.1
92.7
118.7
75.3
97.3
108.3
147.2
127.5
04
MASONRY
94.1
59.9
73.0
100.3
84.4
90.4
107.7
48.1
70.9
107.3
72.7
85.9
92.7
67.6
77.2
108.6
162.1
141.7
05
METALS
99,5
99.2
99,4
99.3
91,3
96.8
99.5
82,4
94.2
91.2
93.9
92.1
91.2
93.8
92.0
100.8
132.1
110,5
06
WOOD, PLASTICS & COMPOSITES
91.3
88.8
89.9
85.4
73.5
78.7
101.5
56.3
76.0
94.5
70.1
80.7
102.3
70.1
84.1
100.3
141.7
123.6
07
THERMAL & MOISTURE PROTECTION
99.2
75,1
89.4
99.2
78.6
90,8
99,8
65.2
85.7
105.6
84,4
97.0
106.1
82.2
96,4
104.0
151.9
123.5
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum
10
&
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
94.4
81.4
91.3
94.4
74.5
89,6
94,6
62,8
87.1
86.8
74.7
84.0
87.5
74.7
84.5
99.2
144.4
109.9
103,6
88.8
93.6
100.3
73.0
81.8
110.0
55.3
72.8
102.9
70.0
80.5
106.2
70.0
81.6
104.2
142.4
130.2
100.1
88,8
92.6
101.0
73.0
82,4
100.1
55.3
70.3
107.8
70.0
82,6
107.8
70.0
82.6
101.8
142.4
128.8
97.6
59.5
86.2
95.8
92.5
94.8
101,0
65.9
90.5
104.0
80.5
97,0
107,5
80.5
99.4
98.6
183.1
123.9
94.4
77.5
84.3
94.4
77.5
84.3
94.4
77.5
84.3
111.6
77,5
91.1
111.6
77,5
91,1
98.6
150.8
130.0
98.0
78.4
87.1
97.5
78.9
87.1
100.7
57.3
76.5
96.8
72,3
83.2
98,5
71.7
83.6
102.1
151.0
129.3
100.0
61.4
92.3
100.0
89.5
97.9
100.0
39.7
87.9
100.0
83.1
96.6
100,0
81.4
96,3
100.0
118.6
103.7
95,1
79,3
88.8
100.0
81.4
92.5
95.1
61.2
81.5
95.3
86,3
91.7
95.3
83.7
90.6
100.1
127.0
110.9
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
97.9
91.7
94.6
96.4
81,6
88.7
94.8
68.7
81.2
99.4
99.8
99.6
96.6
99.8
98.3
100.9
138,6
120.6
WEIGHTED AVERAGE
95.1
81,9
89.4
96,9
82.8
90.7
97.8
63.3
82.8
96.9
83.8
91.2
97.5
82.2
90.9
101.8
138.1
117.6
MF2010
755
City Cost Indexes MASSACHUSETTS
BROCKTON
BUZZARDS BAY
FALL RIVER
FITCHBURG
FRAMINGHAM
023
025
027
014
017
GREENFIELD
DIVISION
INST.
TOTAL
102.4
102.4
95.7
104.8
102.1
102.6
131.5
106.8 98.6
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
-
SITE
& INFRASTRUCTURE, DEMOLITION
&
Accessories
INST.
TOTAL
102.4
102.4
85.8
104.8
99.1
127.5
100.2
131.4
157.0
131.9
85.6
152.4
120.9
82.0
MAT.
INST.
TOTAL
103.3
103.3
94.8
104.9
101.9
127.1
102.6
131.7
165.2
125.4
106.8
152.4
111,2
95.4
MAT.
INST.
TOTAL
100,6
100.6
85.8
104.7
99.1
127.7
94.8
126.0
165,2
136.0
85.4
152.9
119.3
85.7
MAT.
013
INST.
TOTAL
101.8
101,8
82.5
104,5
97.9
89.6
103,2
99.2
121.7
102.0
131.2
127.2
93,2
112.1
109.5
156.0
120.6
85,3
156.7
121.0
88.6
126.0
107.3
148.3
111.7
85.8
140.8
108.6
88.2
129.2
105.2
MAT.
MAT.
INST.
TOTAL
100.6
100,6
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
104.8
142.5
123.4
88.7
144.0
115.9
103.3
144.3
123,5
86.8
138.3
112.2
89.7
138.4
113.7
90.6
119.9
105.1
04
MASONRY
102.4
159.6
137.8
95.0
159.6
134.9
103.3
159.5
138.1
93,0
155.2
131.5
98.6
155.3
133.7
96,9
133.2
119.4
05
METALS
99.4
129.7
108.8
94.4
132,9
106,3
99.4
133.3
109.9
95.6
126,2
105.0
95.6
129.0
105.9
97.8
109.2
101.3
06
WOOD, PLASTICS & COMPOSITES
102.0
129.4
117.5
98.9
129.4
116.1
102.0
129.6
117.6
95.7
122.7
111.0
102.2
129.1
117.4
93,5
109.8
102.7
07
THERMAL & MOISTURE PROTECTION
101.7
148.3
120.6
101,0
146,7
119.5
101,6
145.9
119.6
100.8
140.1
116.8
100.9
145.2
118.8
100,9
121.2
109.1
08
OPENINGS
98.1
137.7
107.4
94,0
135,4
103.8
98.1
135.5
106.9
104.5
133.9
111.5
94.7
137.6
104.8
104.5
114,7
106.9
0920
Plaster
95.4
129.7
118.7
91.1
129.7
117.3
95.4
129,7
118.7
97.3
122.8
114.6
99.9
129.7
120.1
98.0
109.4
105,8
0950, 0980
Ceilings
100.9
129.7
120.1
90.0
129.7
116.4
100.9
129.7
120,1
90.6
122.8
112.0
90,6
129.7
116.6
99.5
109,4
106.1
0960
Flooring
100.4
183.1
125.1
98,9
183.1
124,1
99.8
183.1
124.7
98,2
183.1
123.6
99.6
183.1
124.5
97.5
149.9
113.2
0970, 0990
Wall Finishes
96.0
135.1
119.5
96,0
135.1
119.5
96.0
135.1
119.5
95.1
135,1
119.2
96.1
135.1
119.6
95,1
108.5
103.1
09
FINISHES
100.0
141.4
123.0
96.0
141.4
121,3
99.9
141.6
123.1
96.1
137.4
119,1
96.7
141.2
121.5
98.3
118.7
109.7
COVERS
DIVS. 10
100.0
116.4
103.3
100.0
116.4
103.3
100.0
117.0
103.4
100.0
102.5
100.5
100.0
115.9
103.2
100,0
105.1
101,0
100.1
111.2
104.5
95.2
111.2
101.6
100.1
111.3
104.6
95.8
113,6
103.0
95,8
120.4
105.7
95.8
100.8
97.8
100.7
100.7
100.7
97,6
100.7
99.2
100.6
100.7
100.6
100.4
104,2
102.4
96,7
129.2
113.7
100.4
92.8
96.4
100.4
126.3
111.7
94.9
126.7
108.8
100.2
126.8
111.8
96.3
124.6
108.6
95,5
131.0
111.0
97.5
110.2
103,0
& Gypsum Board &
•
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
&
UTIL.
WEIGHTED AVERAGE
MASSACHUSEnS HYANNIS
LAWRENCE
LOWELL
NEW BEDFORD
prrrsFiELD
026
019
018
027
012
SPRINGFIELD
DIVISION
INST.
TOTAL
102.4
102.4
91.9
104.8
101.0
94.6
131.4
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
-
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
102.4
102.4
94.5
104.8
101.7
126.3
103.2
131.7
MAT.
INST.
TOTAL
100.6
100.6
93.7
104.7
101.5
127.8
100.0
131.5
MAT.
010-011
INST.
TOTAL
100,6
100.6
94.7
103.1
100.6
127.7
99.9
111.5
INST.
TOTAL
103,3
103.3
93.4
104.9
101.5
127.2
102.6
131.7
MAT.
MAT.
INST.
TOTAL
100.6
100.6
94,2
103.2
100.5
109.9
100.2
111.7
110.1
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
85.6
165.2
125.4
105.6
146.6
126.0
106.5
146.3
126.4
106.8
165,2
136.0
87.9
126.0
106.9
106,5
126.0
116.2
0330
Cast-in-Place Concrete
90.0
152.4
115,9
99,2
149.8
120.2
90,2
149,7
114.9
84.1
152.9
112.6
98.4
128,3
110.8
93.9
128.5
108.3
03
CONCRETE
95.0
144.0
119.2
104.9
139.8
122.1
96.3
139.5
117.6
97.9
144.3
120.8
97.2
119.3
108,1
98.0
119.4
108,6
04
MASONRY
101.4
159.6
137.4
103.3
159.6
138.1
92.4
155.2
131.3
101.3
159.5
137.3
93,0
131.5
116.8
92.7
131.9
117.0
05
METALS
95.9
132.9
107.3
98.2
125.8
106.7
98.1
123.0
105.8
99.4
133,3
109.9
98,0
109.2
101.4
100.6
109.2
103.2
06
WOOD, PLASTICS & COMPOSITES
91.9
129.4
113.1
102.7
129.4
117.7
101.9
129.4
117.4
102.0
129.6
117.6
101.9
109.8
106,4
101.9
109,8
106.4
07
THERMAL & MOISTURE PROTECTION
101.2
146.7
119.7
101.3
147.9
120.2
101.2
145.8
119.3
101.6
145.9
119.6
101,2
120,4
109.0
101.2
120.6
109.1
08
OPENINGS
94.6
135.4
104.3
98,4
134.9
107.1
105.7
134.9
112.6
98.1
135,5
106,9
105.7
114.7
107.8
105,7
114.7
107.8
0920
Plaster
86.7
129.7
115.9
102.8
129.7
121.1
102,8
129.7
121.1
95.4
129.7
118.7
102.8
109.4
107,3
102.8
109.4
107,3
0950, 0980
Ceilings
92.9
129.7
117,4
101.5
129.7
120.2
101,5
129,7
120.2
100.9
129.7
120.1
101.5
109.4
106.8
101.5
109.4
106.8
0960
Flooring
96.8
183.1
122.6
100.2
183.1
125.0
100.2
183.1
125,0
99.8
183.1
124.7
100,4
149.9
115.2
99,9
149.9
114.8
0970, 0990
Wall Finishes
96.0
135.1
119,5
95.2
135,1
119.2
95.1
135.1
119.2
96.0
135.1
119.5
95.1
108.5
103.1
96.5
108.5
103.7
09
FINISHES
95.8
141.4
121.2
100.4
141.4
123.2
100,3
141.4
123.2
99.7
141.6
123,0
100.4
118.3
110,4
100.3
118.4
110.4
COVERS
DIVS.
100.0
116.4
103.3
100,0
116,5
103,3
100.0
116.5
103.3
100.0
117.0
103,4
100.0
104.5
100.9
100.0
104.6
100.9
21, 22, 23
FIRE SUPPRESSION,
100.1
111.2
104.5
100,0
120.4
108.2
100.0
118,1
107.3
100.1
111.3
104.6
100.0
100.0
100.0
100.0
100.2
100.1
98.1
100.7
99,4
99,4
129.2
115.0
99.9
129.2
115,2
101.5
100,7
101.1
99.9
92.8
96.2
99.9
92.8
96,2
97.6
126.7
110.3
100.1
131.3
113,7
99.4
130.1
112.8
99,6
126.8
111.4
99,6
109.6
103.9
100.0
109.8
104.3
26, 27,
3370
MF2010
Accessories
& Gypsum Board
&
10
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MICHIGAN
MASSACHUSETTS
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
BATTLE CREEK
BAY CITY
DEARBORN
015-016
481
490
487
481
TOTAL
100.6
100.6
94.1
104.7
101.5
100.5
126.1
CONTRACTOR EQUIPMENT
0241, 31
ANN ARBOR
INST.
MAT.
015433
WORCESTER
96.9
90.2
97.7
116.2
113.6
99.5
116.2
113.9
89.0
87.1
111.4
99.0
97.9
97.5
97.8
92.0
88,5
109.6
122,6
91.7
88,6
88.4
91.6
97,4
96.4
87.9
97.2
78.4
70.2
89.4
78.7
TOTAL
110.7
110.7
102.6
110,7
MAT.
482
110.7
110,7
102.6
110.7
MAT.
TOTAL
TOTAL
TOTAL
TOTAL
INST.
INST.
INST.
INST.
MAT.
DETROIT
MAT.
MAT.
INST.
98.7
98.7
0310
Concrete Forming
0320
Concrete Reinforcing
106.5
155.2
130.8
95,7
123,7
109.7
92.2
96.0
94.1
95.7
122.8
109.3
95.7
123.8
109.8
97.2
123.8
110.5
0330
Cast-in-Place Concrete
93.3
148.3
116.2
86.2
109.5
95,9
95.1
100.0
97.1
82.5
92,0
86.5
84,3
112.5
96,0
91.4
112.5
100,1
03
CONCRETE
97.8
138.2
117.7
92,7
113.2
102.8
96.0
92.6
94.3
91,0
97.0
94.0
91.8
116.4
103.9
95.5
115,2
105.2
04
MASONRY
92.2
155.2
131.2
97.2
108.2
104,0
99.1
86.5
91.3
96.8
87,3
90.9
97.1
113.6
107.3
95.5
113.6
106.7
05
METALS
100.6
126.0
108.4
93.7
118.2
101.2
95,8
88.6
93.6
94.3
115.0
100.7
93.7
118.5
101.4
96.3
101.2
97.8
06
WOOD. PLASTICS & COMPOSITES
102.4
122.7
113.9
94.9
112.4
104.8
100.3
86,3
92.4
94.9
88.7
91,4
94.9
116.9
107.3
97.2
116.9
108.3
07
THERMAL & MOISTURE PROTECTION
101.2
140.1
117.0
100.0
108.5
103.4
96.7
85.5
92.1
97.8
94.2
96.3
98.5
113.5
104.6
97.3
113.5
103.9
08
OPENINGS
105.7
133.7
112,3
97.7
110.0
100.6
94.2
82.7
91.5
97.7
94.8
97.0
97.7
112.4
101.1
100.0
112.1
102,8
0920
Plaster
102.8
122.8
116,4
106.2
111.8
110.0
93,0
82.0
85,6
106.2
87.3
93,4
106.2
116.4
113.2
109.0
116.4
114.0
0950, 0980
Ceilings
101.5
122.8
115,7
93,1
111,8
105.5
96,5
82.0
86.9
94.1
87.3
89.6
93.1
116.4
108.6
96.8
116.4
109,8
0960
Flooring
100.2
183.1
125.0
96.1
117.6
102.5
103.7
93.6
100.7
96.1
81.9
91.8
95.7
116.0
101.8
97.1
116.0
102,7
0970,0990
Wall Finishes
95.1
135.1
119,2
86.5
100.8
95.1
97,2
81.8
87.9
86.5
83.7
84.9
86.5
99.0
94.0
88.5
99.0
94.8
09
FINISHES
100.3
137.4
121.0
94.3
111.7
104.0
97.7
87.5
92.0
94.1
86,5
89.9
94.2
114.8
105,7
96.8
114.8
106.8
COVERS
DIVS.
100.0
108.6
101.7
100.0
106.1
101.2
100.0
98.2
99.6
100.0
92.6
98.5
100.0
107,7
101.5
100.0
107.7
101.5
21, 22, 23
RRE SUPPRESSION, PLUMBING & HVAC
100.0
113.1
105.3
100.0
99.9
100.0
100.0
87.7
95.1
100.0
84.6
93.8
100.0
108.8
103.5
100.0
109.0
103.6
ELECTRICAL, COMMUNICATIONS & UTIL.
99.9
104.2
102.1
96.0
110.0
103.4
90.3
80.4
85.1
95.0
91.1
92.9
96.0
105.2
100.8
97.2
105.1
101.3
100.0
124,6
110.7
96.4
107.9
101.4
96.8
87.4
92.7
95.8
92,5
94.4
96.2
110.9
102.6
97.9
109.3
102.8
26, 27,
3370
MF2010
756
& Gypsum
10
&
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14. 25, 28, 41, 43, 44,
WEIGHTED AVERAGE
46
City Cost Indexes MICHIGAN FLINT
GAYLORD
GRAND RAPIDS
497
493,495
JACKSON
IRON MOUNTAIN
KALAMAZOO
DIVISION
484
TOTAL
110.7
110.7
68.2
96.5
88.1
100.6
91.4
CONTRACTOR EQUIPMENT
0241, 31
-
34
& INFRASTRUCTURE, DEMOLITION
SITE
& Accessories
485
INST.
MAT.
015433
-
INST.
TOTAL
102.6
102.6
89.5
88.0
88.4
80.1
97.0
84.7
INST.
TOTAL
105.1
105.1
83.4
85.7
85.0
92.7
95.4
77.7
MAT.
498
MAT.
-
499
492
INST.
TOTAL
94.2
94.2
92.1
94.1
93.5
86,4
87.5
86.1
MAT.
491
INST.
TOTAL
105.1
105.1
105.8
88.0
93.3
86.3
92.4
88.3
MAT.
INST.
TOTAL
102.6
102.6
89.7
87.9
88.4
88.9
97.5
86.8
88.2
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
95.7
123.2
109.5
85.9
109.3
97.6
98.6
95.9
97.2
85.7
95.4
90.6
83.5
123.1
103.3
92.2
93.6
92.9
0330
Cast-in-Place Concrete
86.8
94.7
90.1
94.9
87.8
92.0
100.1
97.6
99.1
112.3
87.2
101.9
94.8
93.8
94.4
97.0
99.8
98.2
03
CONCRETE
93.2
99.1
96.1
92.4
88.2
90.3
99.3
90.7
95.1
101.8
88.4
95.2
87.2
97.3
92.2
99.4
92.0
95.8
04
MASONRY
97.3
96.8
97.0
109.6
80.5
91.6
96.1
86.6
90.2
95.6
87.6
90.7
89.7
92.8
91.7
97.8
86.5
90.8
05
METALS
93.7
115.7
100.5
97.2
111.7
101.6
93.0
88.2
91.5
96.6
91.1
94.9
97.3
113.6
102.4
95.8
87.5
93.3
06
WOOD, PLASTICS & COMPOSITES
98.2
89.9
93.5
92.8
76.9
83.8
101.5
83.1
91.1
87.5
86.1
86.7
91.5
86.6
88.7
100.3
86.3
92.4
07
THERMAL & MOISTURE PROTECTION
97.8
97.9
97.9
95.1
76.2
87.4
99.5
77.4
90.5
98.6
83.1
92.3
94.5
94.5
94.5
96.7
85.5
92.1
08
OPENINGS
97.7
95.5
97.1
94.8
76.0
90.3
100.6
85.6
97.0
101.3
77.3
95.7
93.8
93.9
93.8
94.2
82.1
91.3
0920
Plaster
107.7
88.6
94.7
92.8
74.9
80.6
94.9
78.8
83.9
53.7
86.1
75.7
91.0
84.9
86.9
93.0
82.0
85.6
0950, 0980
Ceilings
93.1
88.6
90.1
95.7
74.9
81.9
105.1
78.8
87.6
94.6
86.1
88.9
95.7
84.9
88.5
96.5
82.0
86.9
0960
Flooring
96.1
94.9
95.7
95.7
93.9
95.1
103.6
84.3
97.8
119.6
95.6
112.4
94.4
84.3
91.4
103.7
77.1
95.8
0970, 0990
Wall Finishes
86.5
87.3
87.0
93.1
83.7
87.5
98.9
80.0
87.6
111.4
71.8
87.6
93.1
98.8
96.5
97.2
81.8
87.9
09
FINISHES
93.6
90.7
92.0
97.5
79.8
87.7
101.7
83.8
91.7
99.7
86.4
92.3
98.6
88.0
92.7
97.7
84.2
90.2
COVERS
DIVS. 10
100.0
93.9
98.8
100.0
90.7
98.1
100.0
98.2
99.6
100.0
89.5
97.9
100.0
93.7
98.7
100.0
98.2
99.6
100.0
90.6
96.2
95.5
80.1
89.3
100.0
83.8
93.5
95.4
86.0
91.6
95.5
88.8
92.8
100.0
81.6
92.6
96.0
98.3
97.2
88.4
78.9
83.4
95.2
72.3
83.3
94.5
86.3
90.2
92.2
110.0
101.5
90.2
83.7
86.8
96.1
96.8
96.4
95.5
84.4
90.7
98.1
84.5
92.2
97.5
87.4
93.1
95.0
95.9
95.4
97.1
85.9
92.2
& Gypsum Board &
-
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
MINNESOTA
MICHIGAN
LANSING
MUSKEGON
ROYAL OAK
SAGINAW
TRAVERSE CITY
494
480,483
486
496
BEMIDJI
DIVISION
488
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
102.6
102.6
87.5
87.9
87.8
90.4
97.9
85.6
123.0
111.0
92.8
TOTAL
110.7
110.7
90.5
96.6
94.8
98.0
89.2
99.0
CONTRACTOR EQUIPMENT
0241, 31
489
INST.
MAT.
015433
-
MAT.
INST.
TOTAL
110.7
110.7
71.2
96.4
88.9
110.1
97.8
88.8
123.8
105.2
95.7
INST.
TOTAL
96.2
96.2
83.0
96.8
92.7
87.3
93.6
112.7
96.1
94.5
86.8
MAT.
MAT.
MAT.
INST.
566
TOTAL
MAT.
INST.
TOTAL
99.0
99.0 97.0
94.2
94.2
78.4
93.6
89.0
94.0
98.3
90.0
87.5
75.7
77.3
88.7
91.4
91.0
122.8
109.3
87.0
92.9
90.0
97.0
108.0
102.5 104.1
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
100.5
92.9
97.3
94.8
95.8
95.2
75.5
108.3
89.1
85.2
91.9
88.0
87.6
80.0
84.5
104.1
104.2
03
CONCRETE
100.0
97.4
98.7
94.3
90.6
92.5
79.9
112.2
95.8
92.2
96.9
94.5
83.9
80.8
82.4
96.9
100.0
98.4
04
MASONRY
95.3
93.3
94.1
96.3
89.4
92.0
92.0
112.1
104.5
98.7
87.3
91.6
93.7
82.3
86.7
97.2
104.8
101.9
05
METALS
91.4
115.1
98.7
93.6
88.5
92.0
96.8
99.4
97.6
93.8
114.8
100.3
96.5
89.7
94.4
90.2
121.0
99.7
06
WOOD, PLASTICS & COMPOSITES
96.4
88.0
91.6
96.5
85.2
90.1
90.4
113.1
103.2
91.2
88.7
89.8
87.5
75.2
80.6
71.5
87.5
80.6
07
THERMAL & MOISTURE PROTECTION
98.6
90.6
95.3
95.8
80.4
89.5
96.5
112.3
102.9
98.6
94.2
96.9
97.8
72.8
87.6
105.6
97.1
102.1
08
OPENINGS
98.7
94.4
97.7
93.4
86.5
91.8
97.6
110.4
100.6
95.6
94.8
95.4
101.3
71.4
94.3
97.5
109.2
100.2
0920
Plaster
92.2
86.6
88.4
74.3
80.9
78.8
103.2
112.5
109.5
106.2
87.3
93.4
53.7
74.9
68.1
100.6
87.4
91.6
0950, 0980
Ceilings
96.8
86.6
90.0
97.4
80.9
86.4
92.3
112.5
105.8
93.1
87.3
89.3
94.6
74.9
81.5
137.1
87.4
104.0
102.8
84.3
97.2
102.5
84.3
97.1
93.7
116.0
100.4
96.1
81.9
91.8
119.6
93.9
111.9
107.8
123.0
112.3
96.3
81.5
87.4
95.6
80.0
86.3
87.9
98.8
94.5
86.5
83.7
84.9
111.4
45.6
71.9
95.3
97.9
96.9
98.2
87.0
91.9
94.3
84.0
88.6
93.3
112.2
103.8
93.9
86.5
89.8
98.6
74.3
85.1
111.3
97.1
103.4
100.0
93.3
98.7
100.0
98.0
99.6
100.0
104.6
100.9
100.0
92.6
98.5
100.0
86.8
97.4
100.0
99.3
99.9
99.9
88.9
95.5
99.9
83.1
93.1
95.4
108.0
100.5
100.0
84.2
93.7
95.4
79.4
89.0
95.5
84.8
91.2
& Gypsum &
Flooring
0970, 0990
Wall Finishes
09
FINISHES DIVS.
10
-
Board
Acoustic Treatment
0960
COVERS
Accessories
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
99.2
91.4
95.1
90.7
77.2
83.6
98.3
104.5
101.5
93.5
91.1
92.2
89.9
78.9
84.2
104.4
105.2
104.8
WEIGHTED AVERAGE
97.7
94.1
96.1
95.6
85.5
91.2
94.2
107.5
100.0
95.7
92.4
94.2
94.6
81.0
88.6
97.7
99.5
98.5
MF2010
MINNESOTA BRAINERD
DETROIT LAKES
564
565
MANKATO
DULUTH
ROCHESTER
MINNEAPOLIS
DIVISION
INST.
TOTAL
101.6
101.6
94.2
103.0
100.4
90.6
93.6
93.2
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
MAT.
INST.
556
TOTAL
MAT.
-
560
558
INST.
TOTAL
100.4
100.4
MAT.
553
INST.
TOTAL
101.6
101.6
MAT.
-
559
555
INST.
TOTAL
103.8
103.8
MAT.
INST.
TOTAL
100.4
100.4
99.0
99.0
92.2
98.6
96.7
96.3
100.4
99.2
91.1
103.7
99.9
97.9
105.6
103.3
97.0
100.0
99.1
85.7
93.5
92.5
100.4
112.2
110.6
98.4
101.1
100.7
101.2
127.4
123.8
102.8
106.6
106.1
0310
Concrete Forming
0320
Concrete Reinforcing
95.9
108.2
102.0
97.0
108.0
102.5
102.6
108.5
105.5
95.8
118.2
107.0
97.2
118.5
107.8
94.8
118.2
106.5
0330
Cast-in-Place Concrete
113.1
108.2
111.1
101.1
107.5
103.7
107.4
107.0
107.2
104.2
109.0
106.2
110.5
117.3
113.3
109.0
100.9
105.6
03
CONCRETE
100.8
102.4
101.6
94.5
102.1
98.2
101.3
110.3
105.7
96.5
107.9
102.1
103.4
122.6
112.9
100.7
107.7
104.1
04
MASONRY
119.6
113.5
115.8
119.9
110.8
114.2
104.6
117.0
112.3
108.6
110.5
109.8
114.7
125.3
121.3
107.0
112.5
110.4
05
METALS
91.3
121.0
100.5
90.2
120.9
99.7
93.4
123.3
102.6
91.2
126.7
102.1
98.6
130.0
108.3
95.2
128.4
105.4
06
WOOD, PLASTICS & COMPOSITES
89.5
87.3
88.3
68.5
87.5
79.3
103.6
111.9
108.3
99.0
98.7
98.8
109.0
126.0
118.6
109.0
105.2
106.9
07
THERMAL & MOISTURE PROTECTION
104.7
109.9
106.8
105.4
110.1
107.3
100.1
116.9
106.9
105.0
100.6
103.2
102.1
128.6
112.9
103.5
102.0
102.9
08
OPENINGS
84.8
109.0
90.5
97.4
109.2
100.2
98.3
118.2
103.0
89.1
117.7
95.9
94.9
133.8
104.1
93.5
122.5
100.4
0920
Plaster
84.6
87.4
86.5
99.5
87.4
91.3
91.1
112.6
105.8
89.5
99.1
96.0
99.3
127.0
118.2
99.5
105.8
103.8
0950, 0980
Ceilings
66.7
87.4
80.5
137.1
87.4
104.0
98.7
112.6
108.0
66.7
99.1
88.3
98.5
127.0
117.5
95.0
105.8
102.2
0960
Flooring
106.7
123.0
111.6
106.6
123.0
111.5
107.1
124.3
112.3
108.3
123.0
112.7
98.3
123.0
105.7
103.2
123.0
109.1
0970, 0990
Wall Finishes
89.6
97.9
94.6
95.3
97.9
96.9
91.0
111.3
103.2
101.0
105.3
103.6
96.5
128.1
115.5
91.3
105.3
99.7
09
FINISHES
93.1
98.5
96.1
110.7
98.6
104.0
101.4
114.7
108.8
94.8
105.3
100.7
100.5
127.2
115.4
99.4
109.5
105.0
100.0
100.9
100.2
100.0
101.2
100.2
100.0
100.1
100.0
100.0
101.1
100.2
100.0
109.1
101.8
100.0
102.6
100.5
94.8
87.8
92.0
95.5
87.6
92.3
99.9
97.2
98.8
94.8
88.5
92.3
99.9
116.9
106.7
100.0
96.0
98.4
101.9
104.9
103.4
104.1
69.1
85.8
98.4
104.9
101.8
108.8
89.2
98.5
101.8
109.0
105.6
98.2
89.2
93.5
96.3
102.3
98.9
98.3
96.7
97.6
99.0
108.6
103.2
96.6
102.4
99.1
100.6
119.9
109.0
98.8
104,9
101.5
COVERS
& Gypsum
DIVS. 10
&
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
WEIGHTED AVERAGE
46
PLUMBING & HVAC
21, 22,
&
UTIL.
757
City Cost Indexes MINNESOTA SAINT PAUL
ST.
CLOUD
MISSISSIPPI
THIEF RIVER FALLS
WILLMAR
WINDOM
567
562
561
BILOXI
DIVISION
550
INST.
TOTAL
101.6
101.6
89.7
105.1
100.5
121.8
87.7
120.4
118.5
108.5
95.9
120.2
116.7
118.7
TOTAL
100.4
100.4
99.1
101.1
100.5
102.0
124.9
98.5
CONTRACTOR EQUIPMENT
0241, 31
-
34
& INFRASTRUCTURE, DEMOLITION
SITE
&
Accessories
563
551
INST.
MAT.
015433
-
MAT.
MAT.
INST.
TOTAL
MAT.
INST.
TOTAL
101.6
101.6
MAT.
395
INST.
TOTAL
101.6
101.6
MAT.
INST.
TOTAL
99.3
99.3
99.0
99.0
92.9
98.2
96.7
89.1
102.8
98.7
83.3
101.7
96.3
98.8
89.6
92.3
116.0
89.4
90.8
90.6
87.5
93.1
92.3
92.0
86.8
87.5
95.6
54.1
59.8
118.4
107.1
97.4
107.9
102.7
95.6
118.0
106.8
95.6
117.1
106.4
95.8
58.4
77.1
99.9
115.8
106.5
103.2
89.5
97.5
101.4
86.9
95.4
87.7
67.8
79.4
108.7
54.8
86.3
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
110.6
121.3
115.9
92.3
118.9
105.4
95.6
94.6
95.1
92.2
96.7
94.4
83.2
87.2
85.2
100.0
56.8
78.7
04
MASONRY
115.6
125.3
121.6
105.3
122.1
115.7
97.2
104.8
101.9
109.7
113.5
112.0
119.4
91.2
102.0
90.3
45.1
62.4 89.0
05
METALS
94.1
129.8
105.1
92.0
128.0
103.1
90.3
120.3
*99.6
91.1
125.8
101.8
91.0
123.5
101.0
91.9
82.4
06
WOOD, RUSTICS & COMPOSITES
102.8
122.7
114.0
86.8
117.6
104.2
72.5
87.5
81.0
86.6
87.5
87.1
90.8
84.8
87.4
102.3
57.4
77.0
07
THERMAL & MOISTURE PROTECTION
101.8
128.1
112.5
104.8
120.1
111.0
106.5
100.0
103.9
104.6
110.8
107.1
104.6
91.0
99.1
97.0
55.4
80.1
08
OPENINGS
88.0
0920
Plaster
0950, 0980
Ceilings
& Gypsum &
0960
Flooring
0970, 0990
\A/all
09
FINISHES
COVERS
DIVS.
Acoustic Treatment
Finishes
10
Board
&
Painting/Coating
14, 25, 28, 41, 43, 44,
-
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
tWEIGHTED AVERAGE
MF2010
97.1
132.0
105.3
89.1
129.2
98.6
97.5
109.2
100.2
86.7
93.5
88.3
90.2
92.0
90.6
97,2
58.6
87.3
123.8
112.1
84.6
118.6
107.7
100.2
87.4
91.5
84.6
87.6
86.7
84.6
84.8
84.7
104.4
56.5
71.8
98.5
123.8
115.4
66.7
118.6
101.2
137.1
87.4
104.0
66.7
87.6
80.6
66.7
84.8
78.7
95.9
56.5
69.7
99.5
123.0
106.5
103.3
123.0
109.2
107.5
123.0
112.1
105.1
123.0
110.4
107.3
123.0
112.0
114.4
56.1
97.0
99.9
127.1
116.3
101.0
128.1
117.3
95.3
97.9
96.9
95.3
97.9
96.9
95.3
105.3
101.3
94.7
44.4
64.5
99.5
125.1
113.8
92.6
121.9
108.9
111.1
97.1
103.3
92.7
96.2
94.6
92.8
93.2
93.0
100.8
53.6
74.5
100.0
108.5
101.7
100.0
107.2
101.4
100.0
99.2
99.8
100.0
100.8
100.2
100.0
95.6
99.1
100.0
56.9
91.4
99.9
114.9
105.9
99.7
116.3
106.3
95.5
84.5
91.1
94.8
108.4
100.2
94.8
85.3
91.0
100.0
50.1
80.0
95.2
111.4
103.7
101.9
111.4
106.9
101.4
69.1
84.6
101.9
87.2
94,2
108.8
89.1
98.5
98.5
57.6
77.1
100.2
118.8
108.3
96.3
117.8
105.7
97.3
93.8
95.7
94.9
103.0
98.4
95.3
93.3
94.4
97.7
59.1
80.9
MISSISSIPPI
CLARKSDALE
COLUMBUS
GREENVILLE
GREENWOOD
JACKSON
386
397
387
389
390-392
UUREL
DIVISION
MAT.
CONTRACTOR EQUIPMENT
015433
INST.
TOTAL
99.3
99.3
89.4
91.2
MAT.
INST.
TOTAL
99.3
99.3
89.6
91.9
INST.
TOTAL
99.3
99.3
101.3
89.6
93.1
MAT.
INST.
TOTAL
99.3
99.3
98.3
89.1
91.8
MAT.
394
INST.
TOTAL
99.3
99.3
95.9
89.6
91.5
MAT.
MAT.
TOTAL
INST.
99.3
99.3
89.5
93.5 58.3
xA't.c^
0241, 31
•
34
SITE
& INFRASTRUCTURE, DEMOLITION & Accessories
95.6
97.1
102.9
0310
Concrete Forming
85.3
50.4
55.2
84.4
52.4
56.8
82.0
65.2
67.5
94.3
50.4
56.4
94.6
58.9
63.8
84.4
54.2
0320
Concrete Reinforcing
100.0
42.9
71.5
102.7
43.9
73.3
100.6
62.2
81.4
100.0
54.2
77.1
101.2
57.5
79.4
103.3
40.3
71.9
0330
Cast-in-Place Concrete
103.0
54.4
82.8
110.8
59.5
89.5
106.0
56.5
85.5
110.7
54.1
87.2
98.9
57.8
81.8
108.4
56.1
86.7
03
CONCRETE
95.9
52.1
74.3
101.6
54.9
78.6
101.1
63.0
82.3
102.1
53.9
78.3
96.1
59.7
78.2
104.0
53.9
79.3
04
MASONRY
93.5
45.8
64.0
114.7
52.5
76.2
138.0
50.3
83.8
94.1
45.6
64.1
95.7
50.3
67.6
110.9
49.0
72.6
05
METALS
90.5
74.9
85.7
88.9
75.8
84.9
91.5
84.1
89.3
90.5
76.4
86.2
98.5
82.3
93.5
89.0
74.8
84.6
06
WOOD, RUSTICS
85.6
52.4
66.9
87.2
53.4
68.1
82.2
69.7
75.1
98.7
52.4
72.6
99.6
61.0
77.8
88.3
55.9
70.0
07
THERMAL & MOISTURE PROTECTION
95.9
48.0
76.5
97.0
52.3
78.8
96.2
61.0
81.9
96.3
47.9
76.6
97.1
60.3
82.1
97.1
54.0
79.6
08
OPENINGS
96.8
50.6
85.8
96.5
50.7
85.7
96.8
62.9
88.8
96.8
51.9
86.2
101.0
56.8
90.5
93.5
51.5
83.6
0920
Plaster
87.7
51.4
63.0
92.7
52.4
65.3
87.3
69.2
75.0
98.9
51.4
66.6
97.4
60.2
72.1
92.7
54.9
67.0
0950, 0980
Ceilings
87.8
51.4
63.6
90.3
52.4
65.1
89.7
69.2
76.1
87.8
51.4
63.6
98.4
60.2
73.0
90.3
54.9
66.8
0960
Flooring
111.6
53.8
94.3
108.2
60.3
93.9
109.9
53.8
93.1
117.1
53.8
98.2
111.9
56.1
95.2
106.8
53.8
91.0
0970,0990
Wall Finishes
97.4
47.1
67.2
94.7
54.1
70.3
97.4
67.3
79.3
97.4
47.1
67.2
91.7
67.3
77.0
94.7
62.2
75.2
09
FINISHES
96.5
51.0
71.1
96.3
54.4
73.0
97.0
64.3
78.8
99.9
51.0
72.7
100.6
59.6
77.8
96.4
55.5
73.6
COVERS
DIVS. 10
100.0
57.2
91.4
100.0
58.4
91.7
100.0
60.0
92.0
100.0
57.2
91.4
100.0
59.1
91.8
100.0
38.5
87.7
97.9
42.2
75.6
97.3
38.3
73.7
100.0
48.6
79.4
97.9
40.2
74.7
100.0
58.3
83.3
97.4
46,8
77.1
95.6
47.5
70.5
95.7
50.3
72.0
95.6
64.2
79.2
95.6
44.5
68.9
100.1
64.2
81.3
97.3
58.3
77.0
95.8
53.8
77.5
97.1
55.1
78.8
99.4
63.1
83.6
97.0
53.3
78.0
99.1
63.5
83.6
97.2
57.1
79.7
& Gypsum &
COMPOSITES
8.
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
-
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
&
UTIL.
WEIGHTED AVERAGE
MISSOURI
MISSISSIPPI
MCCOMB
MERIDIAN
TUPELO
BOWLING GREEN
CAPE GIRARDUU
396
393
388
633
637
CHILLICOTHE
UlvlolUlM
0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
94.5
88.8
96.7
97.4
110.0
103.7
93.7
100.8
102.0
104.5
103.2
97.9
102.7
95.2
75.1
76.1
80.1
73.1
89.9
87.3
54.2
57.5
42.3
103.9
97.7
76.8
89.5
88.8
52.5
64.8
94,1
94.2
82.5
81.7
52.2
94.6
95.0
56.6
67.1
56.6
84.4
102.1
105.0
91.7
93,6
90.4
91.2
89.6
TOTAL
102.1
106.6
95.1
89.3
89.9
89.2
646
106.6
90.1
93.1
94.3
90.3
MAT.
INST.
TOTAL
106.6
99.3
99.3
99.3
MAT.
INST.
106.6
99.3
99.3
99.3
CONTRACTOR EQUIPMENT
015433
MAT.
TOTAL
TOTAL
TOTAL
TOTAL
INST.
INST.
INST.
INST.
MAT.
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
96.2
53.9
78.7
102.9
60.1
85.2
103.0
55.8
83.4
92.6
85.4
89.6
91.6
87.3
89.8
97.9
87.8
03
CONCRETE
91.6
52.5
72.3
95.8
63.2
79.7
95.4
55.4
75.7
95.9
91.0
93.5
95.0
83.4
89.3
102.1
95.9
99.1
04
MASONRY
116.2
45.1
72.2
90.0
54.5
68.0
127.9
48.7
78.9
122.1
97.9
107.1
118.5
79.0
94.1
103.6
100.6
101.7 101.1
Accessories
05
METALS
89.1
73.1
84.2
90.0
82.5
87.7
90.4
76.6
86.2
96.1
113.8
101.6
97.2
107.3
100.3
96.9
110.5
06
WOOD, RUSTICS & COMPOSITES
87.2
55.3
69.2
84.6
66.7
74.5
82.8
53.4
66.2
95.3
88.0
91.2
88.1
71.5
78.7
%.o
95.4
95.7
07
THERMAL
96.6
47.2
76.6
96.8
62.6
82.9
95.9
53.8
78.8
103.2
98.8
101.4
103.1
83.5
95.1
97.8
97.0
97.4
08
OPENINGS
96.6
52.2
86.1
96.5
65.5
89.2
96.8
51.8
86.1
97.0
98.5
97.3
97.0
75.5
91.9
96.0
98.1
96.5
0920
Plaster
92.7
54.3
66.6
92.7
66.1
74.6
87.3
52.4
63.6
97.9
87.6
90.9
96.4
70.6
78.8
97.4
95.1
95.8
0950,0980
Ceilings
90.3
54.3
66.4
92.3
66.1
74.8
87.8
52.4
64.2
97.1
87.6
90.8
97.1
70.6
79.5
92.2
95.1
94.1
0960
Flooring
108.2
53.8
91.9
106.7
56.1
91.6
110.1
53.8
93.3
98.4
98.5
98.4
95.2
85.6
92.3
96.0
104.4
98.5
0970,0990
Wall Finishes
94.7
43.2
63.8
94.7
77.8
84.5
97.4
60.0
74.9
102.3
102.8
102.6
102.3
74.8
85.8
96.2
91.3
93.3
09
RNISHES
97.9
COVERS
DIVS.
21,22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
758
fc
MOISTURE PROTECTION
& Gypsum &
Board
Acoustic Treatment
&
Painting/Coating
95.7
52.1
71.4
96.0
65.2
78.8
96.0
53.8
72.5
100.8
91.2
95.4
99.6
75.4
86.1
99.9
96.4
100.0
60.7
92.1
100.0
61.1
92.2
100.0
58.4
91.7
100.0
90.2
98.0
100.0
92.3
98.5
100.0
90.9
98.2
97.3
35.3
72.5
100.0
60.4
84.1
98.1
44.2
76.5
95.0
97.7
96.1
99.9
96.6
98.6
95.2
99.2
96.8
ELECTRICAL, COMMUNICATIONS & UTIL.
94.1
50.6
71.4
97.3
58.2
76.9
95.4
50.4
71.9
98.0
80.8
89.1
98.0
103.9
101.1
93.7
80.5
86.8
WEIGHTED AVERAGE
95.7
52.9
77.1
96.2
65.3
82.7
97.3
56.1
79.4
98.1
94.7
96.6
99.1
90.6
95.4
97.7
96.2
97.1
10-
14. 25,
28,41,43,44,46
PLUMBING & HVAC
City Cost Indexes MISSOURI
COLUMBIA
FLAT RIVER
HANNIBAL
HARRISONVILLE
652
636
634
647
JOPUN
JEFFERSON CfTY
DIVISION
INST.
TOTAL
107.7
107.7
100.0
96.6
97.6
85.5
80.0
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
•
34
SITE
i INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
106.6
106,6
88.0
95,1
93.0
88.1
92,4
79,3
INST.
TOTAL
106.6
106.6
92.8
95.2
94.5
80.7
100.1
86.2
MAT.
MAT.
650
INST.
TOTAL
102.1
102.1
96.1
95.6
95.8
81.1
87.3
100.9
MAT.
648
651
INST.
TOTAL
107,7
107.7
99.2
96.6
97.4
99,1
95.6
80.0
MAT.
INST.
TOTAL
105.8
105.8
105,6
99.4
101.3
82.1
101.6
73.7
77.5
101,7
101.1
MAT,
0310
Concrete Forming
0320
Concrete Reinforcing
98.1
116.3
107.2
104.5
108.0
106.3
102.7
100.8
101.7
97.0
110,1
103.5
100.4
113.1
106.7
100.6
0330
Cast-in-Place Concrete
89.8
87.1
88.7
95.6
94,2
95.0
87.6
85.2
86.6
100.3
106.1
102.7
95.3
87.1
91.9
106.0
79,2
94.9
03
CONCRETE
86.8
90.6
88.7
98,8
94.2
96.6
92.2
86.8
89.5
98.5
104,8
101.6
91.9
90.0
91.0
101.7
81,7
91,8
04
MASONRY
133.2
88.7
105.7
119.0
80.5
95.2
113.5
97.9
103.8
98.3
105.3
102,6
97.0
88.7
91.9
96.6
86.8
90,5
05
METALS
97.1
119.7
104.1
96.0
115.8
102.1
96.1
113.5
101.5
97.3
111.5
101.7
96,6
118.4
103.3
100.0
102.2
100.7
06
WOOD, PLASTICS & COMPOSITES
95.4
76.3
84.6
103.2
84.5
92.7
93.3
75.5
83,2
92.5
99.8
96.6
102.0
76.3
87.5
107.5
71.8
87.4
07
THERMAL & MOISTURE PROTECTION
95.5
88.1
92.5
103.4
93.8
99.5
103.0
96.9
100,5
97.1
105.8
100.6
100,8
88.1
95.7
97.1
79.6
90,0
08
OPENINGS
94.7
93.3
94.4
96.9
98.8
97.4
97.0
84.3
94.0
96,1
102.9
97,7
94.2
92.5
93.8
97.2
78.2
92.7
0920
Plaster
85.3
75.5
78.7
103.8
84.1
90.4
96.7
74.7
81.8
92.5
99.6
97,3
89.2
75.5
79,9
103.5
70.7
81.2
0950, 0980
Ceilings
97.9
75.5
83.0
97.1
84.1
88.4
97.1
74,7
82.2
92.2
99.6
97,1
102.1
75.5
84,4
93.0
70.7
78.2
0960
Flooring
109.7
97.5
106.1
101.3
85.6
96.6
97.7
98,5
98.0
91.7
104.4
95.5
116.0
97.5
110.5
121.0
76.3
107.6
0970, 0990
Wall Finishes
102.4
78.8
88.2
102.3
80.0
88.9
102.3
102.8
102.6
101.1
105.3
103.6
99.6
78.8
87.1
95.8
76.5
84.2
09
FINISHES
97.5
81.6
88.6
102.5
84.1
92.3
100.2
83.8
91.1
97.5
101.7
99.9
101.7
81.6
90.5
106.1
74.5
88.4
COVERS
DIVS.
100.0
95.6
99.1
100.0
94.3
98.8
100.0
88.8
97.8
100,0
93,1
98.6
100.0
95.6
99.1
100.0
89.6
97.9
99.9
97.8
99.0
95,0
97.6
96.1
95.0
97.6
96.1
95.1
100.5
97,2
99.9
98.7
99.4
100.1
72,7
89.1
98.4
86.6
92.2
102.4
104,0
103.2
96.8
82.9
89.6
100.4
99.7
100.1
104.3
86.6
95,1
91.5
69.7
80.1
98.6
93.5
96.4
99.0
95.8
97.6
97.1
92,6
95.1
97.3
102.2
99.5
98.4
93.4
96.2
99.5
81.0
91.5
& Gypsum &
10
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
MISSOURI
KANSAS CITY
KIRKSVILLE
POPLAR BLUFF
635
639
ROLLA
SIKESTON
SEDALIA
DIVISION
640
TOTAL
103.4
103.4
98.2
98.0
98.0
100.3
107.8
CONTRACTOR EQUIPMENT
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
641
INST.
MAT.
015433
-
INST.
TOTAL
MAT.
INST.
TOTAL
101.3
101.3
MAT.
-
653
655
INST.
TOTAL
107.7
107.7
MAT.
638
INST.
TOTAL
99,7
99.7
MAT.
INST.
TOTAL
101,3
101.3 91.1
99.0
99.0
90.9
91,2
91.1
78,4
95,0
90,1
99.0
96.6
97.3
94,9
92.5
93.2
81.7
95.1
106.8
85.2
79,3
80,1
85.3
75.0
76.4
92.7
94,0
93,8
90,1
79.3
80.8
86.4
75,0
76.5
103.4
101.9
102.6
106.5
97.6
102.0
98.6
97.7
98.2
97.1
109.4
103.2
105,9
101.4
103.6
0310
Concrete Forming
0320
Concrete Reinforcing
95.5
117.1
106.3
Accessories
MAT.
654
0330
Cast-in-Place Concrete
98.6
107.8
102.4
95.5
85,1
91.2
73.5
87,8
79,5
91.8
96.4
93.7
95.9
84.5
91.2
78.6
87.8
82.4
03
CONCRETE
97.8
109.7
103.7
110.2
86.4
98.5
86.0
84.6
85.3
88.6
96.5
92,5
101.1
87.6
94.4
89.6
85.3
87.5
04
MASONRY
100.4
109.1
105.8
125.6
88.7
102.8
117.1
79.1
93.6
109.4
89.4
97.0
115.2
86.6
97.5
116.8
79.1
93.5
05
METALS
107.7
114.9
109.9
95.7
105.2
98,6
96.3
102,9
98.3
96,5
111.9
101.3
95.1
109,3
99.5
96.6
104.4
99.0
06
WOOD, PLASTICS & COMPOSITES
106.7
107.5
107.1
81.1
76.3
78.4
80.3
71.5
75.3
103.0
94.9
98,5
95.4
76.3
84.6
81.9
71.5
76.0
07
THERMAL & MOISTURE PROTECTION
97.2
108.6
101.8
109.8
89,1
101.4
108.3
85.3
99.0
95.6
95.5
95.6
101.8
93.7
98.5
108.5
83.9
98.5
08
OPENINGS
103.5
109.8
105.0
102,0
85.6
98.1
103,0
77.9
97.1
94.7
90.4
93.7
99.0
87.3
96.2
103.0
78.9
97.3
0920
Plaster
100.2
107.5
105.1
91.8
75.5
80.7
92.3
70,6
77.5
87,2
94.7
92.3
80.4
75.5
77,1
94.1
70.6
78.1
0950, 0980
Ceilings
99.3
107.5
104.7
95.3
75.5
82.1
97.1
70.6
79.5
97.9
94.7
95.8
97.9
75.5
83.0
97.1
70.6
79.5
0960
Flooring
96.6
109.3
100.4
76.5
97,5
82.8
90.2
83,5
88.2
113,0
97.5
108.3
86.4
97,5
89.7
90.6
83,5
88.5
0970, 0990
Wall Finishes
101.1
112.6
108.0
97.6
80.4
87.2
97,1
74,8
83.7
102.4
102.8
102.7
102.4
102.4
102.4
97.1
74.8
83.7
09
FINISHES
101.4
108.5
105.4
100.0
81.7
89.8
99.6
75.1
85.9
98.8
95.5
96.9
95.7
83.7
89.0
100.3
75.1
86.2
COVERS
DIVS. 10
100.0
101.3
100.3
100.0
89.0
97.8
100.0
92.4
98.5
100.0
91.4
98.3
100.0
91.5
98.3
100.0
92.4
98.5
100.0
106.7
102.7
95.1
97.1
95.9
95.1
96.0
95.4
95.0
98.0
96.2
94.9
93.8
94.5
95.1
96.1
95.5
& Gypsum &
-
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
102.0
100.1
101.0
97.0
82.9
89.6
97,2
103.9
100.7
96.6
86.6
91.4
98.2
99.7
99.0
96.3
103.9
100.3
WEIGHTED AVERAGE
101.6
106.7
103.8
100,3
90.0
95.8
97.0
90.3
94.1
96.3
95.6
96.0
98.1
92.6
95.7
97.5
90.6
94.5
MF2010
MONTANA
MISSOURI SPRINGFIELD
ST.
JOSEPH
ST.
LOUIS
GREAT FALLS
BUTTE
BILLINGS
DIVISION
656 MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
97.2
-
658
644
INST.
TOTAL
102.3
102.3
94.4
95.2
99.8
MAT.
645
630 - 631
INST.
TOTAL
102.1
102.1
93.7
95.5
590
INST.
TOTAL
107,6
107.6
91,9
98.4
96.5
95.9
MAT.
MAT.
-
INST.
594
597
591
TOTAL
99.3
99.3
97.1
96.8
MAT.
103.3
INST.
TOTAL
99.0
99.0
96,9
98.8
107.1
MAT.
INST.
TOTAL
99.0
99.0
%.9
100.0
0310
Concrete Forming
98.2
74.7
77.9
100.2
91.1
92.3
100.2
103.6
103.1
101,3
71,6
75.7
88.4
73.3
75.4
101.1
71.6
75.6
0320
Concrete Reinforcing
94.3
116.0
105.1
94.4
109.8
102.1
95.5
114.0
104.7
93.9
82.8
88.3
101.9
82.9
92.4
94.0
82,8
88.4
0330
Cast-in-Place Concrete
97.5
78.8
89.7
98.5
103.6
100.6
91.6
105,0
97,2
120.2
68.9
98.9
132.3
70.3
106.6
139.8
65.0
108.7
03
CONCRETE
97.7
84.6
91,2
97.5
99.5
98.5
94,5
106.8
100.5
106.9
73.6
90,5
110.6
74.9
93.0
115.9
72.2
94.3
04
MASONRY
89.5
87.2
88,1
100.1
96.7
98.0
99,7
112.5
107.6
117.9
75.0
91.4
113,3
77.9
91.4
117.5
76.7
92.3
05
METALS
101.2
107.5
103.1
103,7
110.7
105.9
101.9
120.5
107.7
107.5
91,0
102.4
100,6
91.1
97.7
103.8
91.1
99.9
06
WOOD, PLASTICS & COMPOSITES
103.4
72.8
86,1
107.5
89.7
97.4
103.1
100.8
101.8
99.5
70,0
82.8
86.6
72.5
78,6
100.7
70.0
83.4
07
THERMAL & MOISTURE PROTECTION
99.9
81.1
92.2
97,7
97.4
97.5
103.2
107.6
105.0
108,1
71.2
93.1
108.0
72,5
93.6
108.5
69.8
92.8
08
OPENINGS
101.6
81.2
96.8
101.7
98.3
100,9
97,2
110.5
100,4
93.9
68.7
88.0
92.3
71.3
87.3
95.0
68.1
88.6
0920
Plaster
88.3
71.9
77,1
104.8
89.1
94.1
104.7
100.8
102,1
99.9
69.3
79.1
100.3
71.9
81.0
109,7
69,3
82.2
0950, 0980
Ceilings
97.9
71.9
80.6
98.4
89.1
92,2
102.4
100.8
101.3
99.8
69.3
79.5
107.0
71.9
83.6
108.8
69.3
82.5
0960
Flooring
110.5
76.3
100.3
99.8
104.4
101,2
101.1
99.4
100.6
106.0
71.5
95.7
103.9
75.5
95.4
111.0
75.5
100.4
0970, 0990
Wall Finishes
09
FINISHES
COVERS
& Gypsum
DIVS. 10
&
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
WEIGHTED AVERAGE
46
PLUMBING & HVAC
21. 22,
&
UTIL.
96.2
76.5
84.4
96.2
88.6
91,6
102.3
106,5
104.8
99.0
88.5
92.7
97.2
52.3
70.2
97.2
88.5
92.0
101.0
75.1
86.6
102.5
92,7
97.0
103.7
102.5
103.0
102.7
73.0
86.2
103.4
71.2
85.5
107,4
73.7
88,6
100.0
93.0
98.6
100.0
96,9
99.4
100.0
102.3
100.5
100.0
96.1
99.2
100.0
96.4
99.3
100.0
96.1
99.2
99.9
73.0
89,1
100.1
89.5
95.8
100.0
107.6
103.0
100.1
74.9
90.0
100.2
70.7
88.4
100.2
72.2
89.0
102.9
70.3
85.9
100,5
80.5
90.1
100,5
107.1
103.9
96.8
73.9
84.8
104.4
72,2
87.6
96.9
72.2
84.0
99.9
82.1
92.1
100.7
93.9
97.8
99.6
107.6
103.1
102.2
77.9
91.6
102.0
77.2
91.2
103.4
77.1
92.0
759
City
0st Inciexes MONTANA HAVRE
HELENA
KALISPELL
MILES CITY
MISSOULA
595
596
599
593
598
nn/iQiHN s
MAT.
CONTRACTOR EQUIPMENT
015433 34
0241, 31
& INFRASTRUCTURE, DEMOLITION
SITE
& Accessories
INST.
TOTAL
MAT.
99.0
99.0
111.0
96.7
100.9
100.1
INST.
TOTAL
99.0
99.0
96.6
97.7
MAT.
93.4
INST.
TOTAL
99.0
99.0
96.8
95.8
MAT.
•99.9
INST.
TOTAL
99.0
99.0
96.3
97.4
MAT.
85.8
WOLF POINT 592
INST.
TOTAL
99.0
99.0
96.6
93.4
MAT.
INST.
TOTAL
99,0
99.0
118.0
96.4
102.9
0310
Concrete Forming
81.6
69.1
70.8
104.4
66.7
71.9
91.6
71.5
74,3
99.6
67.6
72.0
91,6
71.5
74.2
92.2
67.8
71.2
0320
Concrete Reinforcing
102.7
82.8
92.8
106.8
82.8
94.8
104.6
83.4
94.0
102.3
82.8
92.6
103.6
83.4
93.5
103.7
82,8
93,3
0330
Cast-in-Place Concrete
142.5
61.8
109.0
106.9
64.3
89.2
114.9
64.0
93.8
125,8
61.6
99,1
97.5
66.2
84.5
140,8
62.0
108.1
03
CONCRETE
119.1
70.0
94.9
104.5
69.8
87.3
100.0
72.0
86.2
107.4
69.3
88.6
88.0
72.7
80.4
123.0
69.6
96,6
04
MASONRY
114.2
71.1
87.5
110.7
77.1
89.9
112.2
78.3
91,2
119.4
66.5
86.7
135.6
77.9
99.9
120.5
67.2
87.5
05
METALS
96.8
90.9
95.0
102.7
90.0
98.7
96.6
91.4
“95.0
95.9
91.1
94.4
97.2
91.3
95.4
96.0
91.1
94,5
06
WOOD, PLASTICS & COMPOSITES
78.4
70.0
73.7
103.7
63.8
81.2
89.9
70.0
78.7
97.8
70.0
82.1
89.9
70.0
78.7
89.5
70,0
78.5
07
THERMAL t MOISTURE PROTECTION
108.3
69.4
92.5
105,4
72.2
91.9
107.7
74.3
94.1
108.0
66.8
91.3
107.4
80.6
96.5
108.7
67.1
91.8
08
OPENINGS
92.4
68.1
86.6
96.2
66.3
89.2
92.3
68.3
86.6
91.8
68.0
86,2
92.3
68,0
86.6
91.9
67.8
86.2
0920
Plaster
96.2
69.3
77.9
97.9
62.9
74.1
100.3
69.3
79.2
109.0
69.3
82,0
100.3
69.3
79.2
104.2
69,3
80.4
0950, 0980
Ceilings
107.0
69.3
81.9
109.7
62.9
78.5
107.0
69.3
81.9
106.1
69.3
81.6
107.0
69,3
81.9
106.1
69.3
81.6
0960
Flooring
101.3
75.5
93.6
106.1
60.2
92.4
105.7
75.5
96.7
110,7
71.5
99.0
105.7
75,5
96.7
107.1
71,5
96.5
0970, 0990
Wall Finishes
97.2
49.7
68.7
93.5
48.2
66.3
97.2
48.2
67.8
97.2
48,2
67.8
97.2
63.3
76,8
97.2
49.7
68.7
09
FINISHES
102.8
67.9
83.4
104.7
63.0
81.5
103.3
69.4
84.4
106.2
65.9
83.8
102.7
71.0
85.1
105.9
66.2
83.8
COVERS
DIVS.
100.0
72.6
94.5
100.0
95.6
99.1
100.0
96.2
99.2
100,0
92.6
98.5
100.0
96,1
99.2
100.0
92.9
98.6
95.3
69.3
84.9
100.1
70.9
88.4
95.3
70.3
85.3
95.3
69.7
85.0
100.2
69.9
88.0
95.3
70.0
85.2
96.9
72.7
84.3
103.8
72.7
87.6
101.2
71.0
85.4
96.9
77.4
86.7
102.2
69.3
85.0
96,9
77.4
86.7
100.6
74.2
89.1
102.0
75.1
90.2
98.4
76.3
88.8
99.5
74.7
88.7
99.4
76,4
89.4
101.7
74.9
90.0
& Gypsum &
10
Board
Acoustic Treatment
&
Painting/Coating
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
14, 25, 28, 41, 43, 44,
-
&
UTIL.
WEIGHTED AVERAGE
NEBRASKA ALLIANCE
COLUMBUS
GRAND ISLAND
HASTINGS
693
686
688
689
MCCOOK
LINCOLN
DIVISION
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
0310
Concrete Forming
&
Accessories
TOTAL
101.4
101.4
99.1
92.0
94.1
61.9
95.9
68.1
TOTAL
97.5
97.5
98.8
98.4
98.6
88.3
57.7
CONTRACTOR EQUIPMENT
015433
INST.
INST.
MAT.
MAT.
INST.
TOTAL
101.4
101.4
103.8
92,8
96.1
71.9
95.4
74,0
MAT.
683
INST.
TOTAL
101.4
101.4
102.6
92.0
95.2
76.9
98,5
73.6
MAT.
-
685
690
INST.
TOTAL
101.4
101.4
93.6
92.8
93.0
102.1
91.9
95,0
77,0
97.5
68.9
72.8
93.9
57.3
62.3
MAT.
MAT.
INST.
TOTAL
101.4
101,4
0320
Concrete Reinforcing
110.1
85.0
97.6
101.7
76.9
89.3
101.1
76,8
89.0
101,1
77.5
89.3
99.2
76.3
87.7
103.1
76,5
89.8
0330
Cast-irrPlace Concrete
109.4
61.3
89.4
114.9
61.3
92.6
121.6
68.6
99.6
121.6
64.6
97.9
99.8
71.0
87.9
117.6
60.6
94.0
03
CONCRETE
120.2
64.5
92.7
106.9
68.2
87.8
111.7
73.4
92.8
111.9
71.9
92,1
98.0
71.9
85.1
109.5
63.1
86.6
04
MASONRY
109.7
74.9
88.2
112.6
79.0
91.8
105.7
77.4
88.2
114.2
89,5
98,9
95,9
68.4
78.9
105.5
74.7
86.5
05
METALS
101.2
79.1
94.4
91.9
85.2
89.8
93.6
87,0
91.5
94.4
86.5
91.9
95.6
86.2
92.7
96.0
84.2
92.4
06
WOOD, PLASTICS & COMPOSITES
88.3
53.4
68.6
99.7
67.2
81.4
99.0
73.9
84.8
102.7
73.9
86.4
98.3
67,2
80.7
97.1
53,4
72,5
07
THERMAL & MOISTURE PROTECTION
106.4
69.5
91.4
104.4
70.7
90.7
104.5
74.2
92.2
104.5
85,4
96.8
100,4
70,1
88.1
100,8
67.4
87.2
92.8
59.4
84.9
94.1
66.7
87.6
94.2
70.9
88.7
94,2
70.3
88.5
103.2
63.5
93.8
93.2
57.5
84,7
81.0
51.9
61.2
88.7
66.1
73.3
88.0
73.0
77.8
89.9
73.0
78.4
90.1
66.1
73.8
92.5
51.9
64.9
98.5
51.9
67.5
93.3
66.1
75.2
93.3
73,0
79.8
93.3
73.0
79.8
99.3
66.1
77.2
94.3
51.9
66,1
104.5
83.6
98.2
102.5
102.2
102.4
102.3
109.2
104.4
103.4
102.2
103,1
107.6
85.1
100.9
101.6
83.6
96.2
174.1
56.0
103.1
91.9
65.1
75.8
91.9
69.1
78.2
91,9
65.1
75.8
100.0
79,6
87.7
95.3
48.8
67.3
102.8
60.8
79.4
98.5
72.9
84.3
98.7
78.8
87.6
99.2
76.9
86.8
102,3
72.7
85.8
99,6
59.9
77.5
100.0
67.0
93.4
100.0
88.3
97.7
100.0
89.3
97.9
100,0
89.1
97.8
100.0
88.6
97.7
100.0
66.3
93.2
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum Board &
10
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
MF2010
WEIGHTED AVERAGE
95.3
72.0
85.9
95.1
77.1
87.9
100.0
78.5
91.4
95,1
77.2
87.9
99.9
78.5
91.3
95,0
77.1
87.8
91.7
71.0
80.9
92.0
82.4
87.0
90.7
65.9
77.8
90.1
85.6
87.7
103.2
65.9
83.7
93.9
71.0
81,9
100.4
71.6
87.9
97.5
77.9
88.9
99.1
77.8
89.9
98.5
81.2
90.9
99,5
75.3
89.0
98.1
72,1
86.8
NEVADA
NEBRASKA
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
& Accessories
NORFOLK
NORTH PLATTE
687
691
INST.
TOTAL
MAT.
OMAHA 680
INST.
TOTAL
101.4
101.4
MAT.
-
CARSON
VALENTINE
INST.
TOTAL
92.7
92.7
MAT.
INST.
TOTAL
105.3
94.6
96.1
111.2
83.2
87.0
66.3
84.8
107.5
118.0
112.7
106.9
113.9
110.4
90.5
103.1
86.4
91,8
90.2
82.4
72.7
74.0
96.3
73.1
76.3
93.5
72.9
84.3
102.5
77.4
90.0
104.1
76.9
87.5
60.8
57.1
95.4
97.9
98.4
84.5
92.0
TOTAL
97.9 61.9
75.7
103.4
INST.
93.4
93.1
88.5
MAT.
99.6
95.9
91.1
898 TOTAL
78.7
86,4
82.3
INST.
97.9
95,6
92.7
MAT.
97.9
95.6
92.7
ELKO
897
692
681
CITY
0310
Concrete Forming
0320
Concrete Reinforcing
101.8
66.6
0330
Cast-in-Place Concrete
116.1
63.8
94.4
117.6
65.9
96.2
92.6
77.1
86.2
104.3
58.6
85.3
104.1
86.2
96,7
98.7
80,9
91.3
03
CONCRETE
105.7
68.7
87.5
109.6
72.1
91.1
94.6
75,4
85.1
107.0
60.0
83,8
104.1
96.0
100.1
98.6
88.3
93.5
04
MASONRY
118.7
78.7
93.9
93.2
89.5
90.9
98.9
79.9
87.1
105.3
74,8
86.4
116.6
89.3
99,7
114.9
73.1
89.0
05
METALS
95.2
74,1
88.7
95.1
86.1
92.3
95.4
79,5
90.5
107.3
74.1
97.1
90.1
104.0
94.4
92.8
99,5
94,8
06
WOOD, PLASTICS & COMPOSITES
82.8
73.4
77.5
99.1
73.9
84.9
91.2
72.1
80.5
82.8
52.9
65.9
91.6
96.6
94.4
99.4
83.7
90.6
07
THERMAL & MOISTURE PROTECTION
104.4
74.9
92.4
100.8
84.1
94.0
100.0
79.8
91.8
101.6
69.1
88.4
102,7
91.2
98.0
99.0
76.6
89.9
08
OPENINGS
95.9
67.7
89.2
92.5
70.3
87.3
101.4
71.9
94.4
95.0
56.5
85.9
99.6
109.4
101.9
100.6
87.3
97.4
0920
Plaster
88.7
73.0
78.0
92.5
73.0
79.3
99.5
71.7
80,6
94.7
51.9
65.6
91.3
96,4
94.8
93.3
83.1
86.4
0950,0980
Ceilings
106.9
73.0
84.4
94.3
73.0
80.1
112.8
71.7
85.5
113.1
51.9
72.4
101.8
96.4
98.2
102.3
83.1
89.5
131.7
102.2
122.9
102.4
102.2
102.3
129.9
83.4
116.0
133.3
81.3
117,7
100.8
109.9
103,6
103.7
52.1
88.2
164.9
65.1
104.9
95.3
65.1
77.1
148.8
68,2
100.4
171.4
67.5
108.9
102.7
82.5
90.6
104.2
97.9
100.4
120.0
76.9
96.0
99.9
76.9
87.1
119.6
74.0
94.2
123.7
61.1
88.8
100.4
96,2
98,1
99.4
78.9
88.0
100.0
87.9
97.6
100.0
68.6
93.7
100.0
88.1
97.6
100.0
64.3
92,8
100.0
92.0
98.4
100.0
64.5
92,9
94.9
76.9
87.7
99.9
77.1
90.8
99.8
78.0
91.1
94.7
76.9
87.6
100.0
81.4
92.6
97.7
81.2
91.1
90.9
82.4
86.5
92.0
78.9
85.2
97.9
82.4
89,8
89.0
88.6
88,8
100,4
97.4
98.8
98,1
97.3
97.7
99.2
77.5
89.8
98.5
79.6
90.2
99.6
79.3
90.7
100.6
73.6
88.9
99.1
93.8
96.8
97.6
86.1
92.6
'
& Gypsum &
Acoustic Treatment
0%0
Flooring
0970,0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
21,22,23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
760
10
-
Board
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
WEIGHTED AVERAGE
46
8.
UTIL.
m,
Indexes
City Cost
NEW HAMPSHIRE
NEVADA
RENO
LAS VEGAS
ELY
CHARLESTON
CLAREMONT
036
037
CONCORD
DIVISION
893 INST.
TOTAL
97.9
97.9
67.0
99.9
90.1
104.2
105.9
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
Accessories
889
-
894
891
INST.
TOTAL
97.9
97.9
69.7
101,6
92.1
105.6
105.4
111.0
MAT.
MAT.
-
895
INST.
TOTAL
MAT.
INST.
TOTAL
100.6
100,6
MAT.
032
INST.
TOTAL
100.6
100.6
MAT.
-
033
INST.
TOTAL
100.6
100.6
97.9
97.9
67.0
99.6
89.9
87.4
99.2
95.7
81.2
99.2
93,9
94,5
101.4
99.3
110.3
100.5
94,5
95.3
88.1
82.9
83.6
93.8
82.9
84.4
95.9
94.3
94.5
0310
Concrete Forming
0320
Concrete Reinforcing
105.7
115.2
110.4
97,5
121.8
109.6
99.9
121.4
110,6
84.5
95.2
89,8
84.5
95.2
89.8
92.9
95.8
94,4
0330
Cast-in-Place Concrete
105.9
106.7
106.2
102,6
107,5
104.6
112.0
86,2
101,3
97.4
72.1
86.9
89.5
72.1
82.3
111.5
92.2
103.5
03
CONCRETE
106.6
107.6
107.1
101.8
111.4
106.6
106.3
96,6
101.5
99.5
81.6
90.6
91.5
81.6
86.6
106.0
93.7
100,0
04
MASONRY
119.0
104.2
109,9
108.1
102.8
104.8
114,2
89.3
98.8
87,8
82.3
84.4
87.3
82.3
84.2
97,6
102.1
100.4
05
METALS
92.7
104.8
96.4
99.8
109.3
102.7
94.2
105.3
97.6
95.2
90.6
93.8
95.2
90.6
93,8
101.2
94.0
99.0
06
WOOD, PLASTICS & COMPOSITES
90.3
106.3
99.3
89.2
110.4
101.2
85.2
96.6
91.6
86.9
92.3
90.0
93.3
92.3
92.7
94,8
93.3
93.9
07
THERMAL & MOISTURE PROTECTION
99.6
95.9
98.1
112.5
102.0
108,2
99.1
91.2
95.9
102.8
72.0
90.3
102.7
72.0
90.2
104.9
91.4
99.4
08
OPENINGS
100.5
99.6
100.3
99.6
117.9
104,0
98.6
104.2
99.9
102.6
78.0
96.8
103.8
78.0
97.7
104.1
88.4
100.4 94.4
& Gypsum
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
&
Board
Acoustic Treatment
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
90.0
106.4
101.1
87.8
110.7
103.4
82.0
96.4
91.8
94.7
91.4
92.5
95.8
91.4
92.8
98.4
92.4
102.3
106.4
105.0
111.1
110.7
110.8
107.6
96.4
100.1
90.6
91,4
91.2
90.6
91.4
91.2
95.9
92.4
93.6
101.5
58.2
88.6
93.3
109.9
98.3
98.8
109.9
102.1
96.3
32.7
77.3
98.2
32.7
78.6
97.1
112.2
101.6
104.2
123.6
115.9
107.2
123.6
117.0
104.2
82,5
91.2
95.4
46.7
66.2
95.4
46.9
66.3
95.1
97.5
96.5
98.9
99.4
99.2
98.4
112.2
106.1
98.0
96,2
97.0
94.9
71.3
81.8
95.1
71.3
81.9
95.9
98.0
97.0
100.0
65.0
93.0
100.0
106,3
101.3
100.0
92,0
98.4
100.0
90.0
98.0
100.0
90.0
98.0
100.0
104.8
101.0
97.7
106.7
101.3
100.2
105,1
102,1
100.0
81.5
92.6
95,2
40.4
73.2
95,2
40.5
73,3
99.9
86.1
94.4
98.4
109.7
104.3
102.7
120.6
112,0
98.8
97.4
98.0
99.6
54.1
75.8
99.6
54.1
75.8
99.6
80.4
89.6
98.7
103.4
100.8
100.2
109.4
104.2
99.0
93.8
96.7
96.9
70.1
85.2
96.0
70.1
84.7
100.8
92,3
97.1
NEW JERSEY
NEW HAMPSHIRE KEENE 034 TOTAL
100.6
100.6
95.2
99.5
98.2
CONTRACTOR EQUIPMENT
015433 34
0241, 31
SITE
& INFRASTRUCTURE, DEMOLITION & Accessories
INST.
TOTAL
100.6
100.6
81,3
99.5
94.1
MAT,
030
031
035
INST.
MAT.
INST.
TOTAL
100.6
100,6
93.6
101.4
99.1
MAT.
PORTSMOUTH
NASHUA
MANCHESTER
LITTLETON
038
INST.
TOTAL
100.6
100.6
96.5
101.4
100.0
MAT.
ATLANTIC CITY
082,084
INST.
TOTAL
100.6
100.6
90.1
101.5
98.1
MAT.
MAT.
INST.
TOTAL
98.8
98.8
98.0
104.4
102.5
0310
Concrete Forming
92.6
84.9
85.9
103,4
84.9
87.4
98.4
94.8
95.3
100.3
94.8
95.5
89.4
95.1
94.3
110,1
128.4
125.9
0320
Concrete Reinforcing
84.5
95.3
89.9
85.2
95.3
90.3
106.7
95.8
101,3
105,5
95.8
100.7
84.5
95.9
90.2
79.1
121.6
100.3
0330
Cast-in-Place Concrete
97.9
74,4
88.1
87.9
74.4
82,3
111.9
115,3
113.3
92.6
115.3
102.0
87.9
115.4
99.3
84,2
132.2
104.1
03
CONCRETE
99.2
83.2
91.3
91,0
83,3
87.2
108.6
101,9
105.3
99.5
101.9
100.6
91.0
102.1
96.4
92.9
127.3
109.9
04
MASONRY
91.7
85.9
88.1
96.9
85.9
90.1
94.9
102.1
99.4
91.4
102,1
98.0
87.7
102.1
96.6
99.2
125.4
115.4
05
METALS
95.8
91.2
94.4
95.9
91.2
94.4
103,8
94.5
100.9
100.8
94.5
98.9
97.3
95.1
96.7
95.6
106.5
99.0
06
WOOD, PLASTICS & COMPOSITES
91.6
92,3
92,0
102,9
92.3
96,9
95.1
93.3
94.1
101.4
93.3
96.8
88.2
93.3
91.1
115.6
130.2
123.9
07
THERMAL & MOISTURE PROTECTION
103.2
75.0
91.8
102.8
73.5
90.9
106.9
94,9
102.0
103.6
94.9
100.1
103.3
115.6
108.3
104.6
123.2
112.2
08
OPENINGS
101.1
82.9
96.8
104.8
78.7
98.6
106.9
88.4
102.6
105.8
88.4
101.6
106,5
85,1
101.4
102.3
125.4
107.7
0920
Plaster
95.1
91.4
92.6
108.4
91.4
96,9
98.7
92.4
94.4
103.8
92.4
96.1
94.7
92,4
93.2
107.3
130.5
123.1
0950, 0980
Ceilings
90.6
91,4
91.2
90.6
91.4
91.2
98.6
92,4
94.5
101.4
92.4
95.4
91.6
92.4
92.2
88.9
130.5
116.6
0960
Flooring
97.9
53.6
84.7
106.2
32.7
84.2
98.2
112.2
102.4
100.9
112,2
104.2
96.5
112.2
101.2
102.2
150.6
116.6
0970, 0990
Wall Finishes
95.4
46.7
66.2
95.4
61.2
74.9
98.2
97.5
97.8
95,4
97,5
96.7
95.4
97.5
96.7
93,0
117.3
107.6
09
FINISHES
96.7
76.2
85.3
99.0
73.8
85,0
98.5
98.0
98.2
101.0
98.0
99.3
95.9
98.0
97.1
99.4
132.5
117.8
COVERS
DIVS. 10
100.0
91.2
98.2
100.0
99.2
99.8
100.0
104.8
101.0
100.0
104.8
101.0
100.0
104.8
101.0
100.0
110.5
102.1
95.2
44.2
74.7
95.2
65.2
83,2
99,9
86.2
94.4
100.1
86.2
94,5
100.1
86.2
94.5
99.6
119.6
107.6
& Gypsum &
-
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
99.6
64.7
81,4
100.8
57.3
78.1
101.6
80.4
90.6
102.2
80.4
90.8
100.1
80.4
89.8
92,7
141.4
118.1
WEIGHTED AVERAGE
97.4
74,0
87.2
97.1
77.2
88.4
102.1
93.6
98.4
100.6
93.6
97.6
98.2
94.2
96.4
98.1
123.5
109.2
MF2010
NEW JERSEY CAMDEN
DOVER
ELIZABETH
HACKENSACK
JERSEY CITY
081
078
072
076
073
LONG BRANCH
DIVISION
0241, 31
•
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
TOTAL
100.6
100.6
108,2
105.4
106.3
124.7
97.4
129.0
112.8
80.0
128.6
TOTAL
98.8
98.8
99.1
104.7
103.0
101.7
128.4
103.8
121.8
CONTRACTOR EQUIPMENT
015433
INST.
INST.
MAT.
MAT.
INST.
TOTAL
100.6
100,6
112,7
105.4
107.6
124.7
109.3
129.0
104.3
80.0
128.6
MAT.
INST.
TOTAL
100.6
100.6
108.9
105.5
106.5
126.3
97.4
128.9
104.3
80.0
128.6
MAT.
077
INST.
TOTAL
98.8
98.8
98.0
105.4
103.2
124.6
101.1
129.0
104.3
103.8
128.6
MAT.
MAT.
INST.
TOTAL
98.4
98.4
102.6
105.3
104.5
125.2
101.7
128.7
125.0
116.2
80.0
128.6
104.3
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
81.6
132.1
102.6
102,2
127.3
112.6
87.8
127.3
104.2
99.9
127.3
111,3
79.8
127.4
99,5
88.7
132.1
106.7
03
CONCRETE
94.1
127.3
110,4
99.7
127.4
113.3
95.3
127.4
111.1
97.8
127.3
112.4
93.2
127.2
110.0
97.1
128.7
112.7
04
MASONRY
89.7
125.4
111.8
87.3
125.9
111.2
101.2
125,9
116.5
90.8
125.9
112.5
80.8
125.9
108.7
94,4
125.4
113.6
05
METALS
100.7
106.6
102.5
95.6
113.6
101,2
97.1
113.6
102.2
95.7
113.4
101.2
100.8
111.2
104.0
95.7
111,1
100.5
06
WOOD, PLASTICS & COMPOSITES
104.2
130.2
118.9
101.5
130.2
117.7
117,1
130.2
124.5
101.5
130.2
117.7
102.3
130.2
118.0
103.4
130.1
118.5
07
THERMAL & MOISTURE PROTECTION
104.5
122.7
111.9
101.5
130.6
113.4
101.7
130.6
113.5
101.3
123,3
110.3
101.1
130.6
113.1
101.2
123,4
110.3
08
OPENINGS
104.6
125.4
109.5
108,8
127.9
113,4
106.9
127.9
111.9
106.2
127,9
111.4
104,5
127.9
110.0
100.7
127.9
107.1
0920
Plaster
102.8
130.5
121.6
99.9
130.5
120.7
107.7
130.5
123,2
99.9
130.5
120.7
103.2
130.5
121.8
101.7
130.5
121.3
0950, 0980
Ceilings
99.7
130.5
120.2
88.6
130.5
116,5
90.6
130.5
117,2
88.6
130.5
116,5
99.5
130,5
120.1
88.6
130.5
116.5
0960
Flooring
98.7
150.6
114.2
96.8
172.3
119,4
101.2
172.3
122,5
96.8
172.3
119.4
97.7
172,3
120.0
97.9
172.3
120.1
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
& Gypsum &
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
WEIGHTED AVERAGE
46
&
UTIL.
93.0
117.3
107.6
94,6
119.3
109,4
94.6
119.3
109.4
94.6
119.3
109.4
94.7
119.3
109,5
94,7
117.3
108.3
100.0
132.5
118.1
97,1
135.5
118.5
100.4
135.5
119.9
96.9
135.5
118.4
99.8
135.5
119.7
97.9
136.0
119.2
100.0
110.5
102.1
100.0
113.6
102.7
100.0
113.6
102,7
100.0
113.6
102.7
100.0
113.6
102.7
100.0
110.4
102.1
100.0
119,7
107.9
99.6
123.4
109.1
100.0
122.8
109.1
99.6
123.3
109.1
100.0
123.4
109.3
99.6
122.6
108.8
97.9
141.4
120.6
90.9
137.6
115.3
91.5
137.6
115,6
90.9
139.7
116.4
95,5
139.7
118.6
90.6
131.5
111.9
99.4
123.6
109.9
98.7
125.4
110.3
99.5
125.3
110.7
98.4
125.5
110.2
98,5
125.5
110.2
97.8
124.1
109,2
761
NEW JERSEY NEW BRUNSWICK
NEWARK
PATERSON
070 - 071
074
POINT PLEASANT
SUMMIT
087
079
TRENTON
DIVISION
088
TOTAL
98.4
98.4
111.8
105.3
107.3
104.6
128.9
80.0
128.6
CONTRACTOR EQUIPMENT 34
0241, 31
SITE
& INFRASTRUCTURE, DEMOLITION
&
Accessories
089
INST.
MAT.
015433
-
INST.
TOTAL
100.6
100.6
114.4
105.4
108.1
125.6
97.2
129.0
104.3
103.3
128.6
MAT.
-
075
INST.
TOTAL
100.6
100.6
110.9
105.5
107.1
124.6
99.4
128.9
116.0
103.8
128.6
MAT.
MAT,
TOTAL
INST.
MAT.
085
INST.
TOTAL
100.6
100.6
98.4
98,4
1-13,5
105.3
107.7
110.1
105.4
106.8
124.8
99.3
120.3
117.4
100,2
129.0
116,2
80.0
128.5
104.2
80.0
128.6
MAT.
-
086
INST.
TOTAL
98.4
98,4
96,6
105,3
102.7
125.0
99,9
128.6
124.6
104,3
103.3
115,7
109.5
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Castnn-Place Concrete
103.9
132.3
115.7
109.6
127.3
117.0
101.6
127.3
112.3
103,9
128.4
114.1
84.9
127,3
102,5
99.5
132.0
113.0
03
CONCRETE
109.8
128.9
119.3
106.9
127.4
117.0
103.4
127.3
115.2
109.5
123.7
116.5
92.3
127.4
109,6
102.3
126.3
114.1
04
MASONRY
96.6
125.9
114.7
93.4
125.9
113.5
87.8
125.9
111,4
86.4
124.6
110.0
89.3
125.9
112.0
92.1
125.4
112.7
05
METALS
95.7
111.2
100.4
102.8
113.6
106.1
95.7
113.5
K11.2
95.7
110.7
100.3
95.6
113.6
101.1
100.4
105,7
102.0
06
WOOD, PLASTICS & COMPOSITES
108.9
130.1
120.9
99.0
130.2
116.6
104.1
130.2
118.8
101.6
119.1
111,5
105,3
130,2
119.3
101.4
130.1
117.6
07
THERMAL & MOISTURE PROTECTION
104.8
129.9
115.0
102.0
130.6
113.6
101.6
123.3
110.4
104.8
122.1
111.8
101.9
130.6
113.6
104.2
123.1
111.9
08
OPENINGS
97.2
127.9
104.5
107.5
127.9
112.3
111,6
127.9
115.4
99.1
122,2
104.6
113,6
127.9
117.0
106.7
124.4
110,9
0920
Plaster
103.9
130.5
122.0
99.9
130.5
120.7
103.2
130.5
121.8
99.4
119.1
112.8
101.7
130.5
121.3
99.9
130.5
120.7
0950, 0980
Ceilings
88.9
130.5
116.6
102.4
130.5
121.1
99.5
130.5
120.1
88.9
119.1
109.0
88,6
130.5
116.5
101.4
130.5
120.8
0960
Flooring
100.0
172.3
121.6
98.5
172.3
120.6
97.7
172.3
120.0
97.8
150.6
113.6
98.0
172.3
120.2
99.3
172.3
121,1
0970, 0990
Wall Finishes
93.0
119.3
108.8
96.0
119.3
110.0
94.6
119.3
109.4
93.0
117.3
107.6
94,6
119.3
109.4
98.3
117.3
109.7
09
FINISHES
99.7
135.4
119.6
98.6
135.5
119.1
100.0
135.5
119.8
98.5
125.9
113.7
98.0
135.5
118,9
100.1
136.0
120.1
COVERS
OIVS. 10
100.0
113.4
102.7
100.0
113.6
102.7
100.0
113.6
102.7
100.0
104.2
100.8
100.0
113.6
102.7
100,0
110.4
102.1
99.6
122.9
108.9
100.0
122.8
109.1
100.0
123.4
109.4
99.6
122.5
108.7
99.6
122.8
108.9
100.0
122.5
109.0
& Gypsum &
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
-
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
93.4
137.6
116.5
99.2
139.7
120.3
95.5
137,6
117.5
92.7
131.5
112.9
91.5
137,6
115.6
101.4
138.7
120.8
WEIGHTED AVERAGE
99.7
125.2
110.8
101.9
125.6
112.2
100.2
125,2
111.1
99.2
121,4
108.8
98.7
125.3
110.3
100.8
124.0
110.9
MF2010
NEW JERSEY
NEW MEXICO
VINELAND
ALBUQUERQUE
CARRIZOZO
CLOVIS
FARMINGTON
080,083
870-872
883
881
874
GALLUP
DIVISION
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
MAT.
INST.
TOTAL
109.6
109.6
MAT.
INST.
TOTAL
109.6
109.6
MAT.
INST.
TOTAL
109.6
109,6
MAT.
873
INST.
TOTAL
109.6
109.6
MAT.
INST.
TOTAL
109,6
109.6 101,7
98.8
98.8
102.7
104.7
104.1
82.2
104.1
97.6
102.9
104.1
103,7
91.2
104,1
100.2
88.4
104.1
99.4
96.0
104.1
96.8
128.4
124.1
101.4
65.0
70.0
99.2
65.0
69,7
99,1
64.9
69,6
101.4
65.0
70.0
101.5
65.0
70.0
98.7
100.5
71.1
85.8
109.9
71.1
90.5
111.2
71.1
91.2
109.9
71.1
90.5
105.2
71.1
88,2
0310
Concrete Forming
0320
Concrete Reinforcing
79.1
118.5
0330
Cast-in-Place Concrete
90.7
132.2
107.9
96.9
71.2
86.2
95.4
71.2
85.3
95.3
71.1
85.3
97.8
71.2
86.8
92.1
71.2
83.4
03
CONCRETE
97.6
126.7
111.9
101.9
69.4
85.9
119.1
69.4
94,6
107.6
69.3
88.7
105.7
69.4
87.8
112.5
69.4
91.2
04
MASONRY
87.9
125.4
111.1
99.5
60.6
75.4
101.6
60.6
76.2
101.7
60.6
76,2
106.3
60.6
78.0
95.4
60,6
73.8
05
METALS
95.6
106.0
98.8
103.8
87.9
98.9
98.4
87.9
95.2
98,1
87,8
94,9
101.4
87.9
97.2
100.6
87.9
96.6
06
WOOD, PLASTICS & COMPOSITES
98.5
130.2
116.4
92.8
65.5
77.4
88.9
65.5
75.7
88.9
65.5
75.7
92.9
65.5
77.4
92.9
65.5
77.4
07
THERMAL & MOISTURE PROTECTION
104.4
123.2
112.1
99.4
71.8
88.2
100.7
71.8
89.0
99.6
71.8
88.3
99.6
71.8
88.3
100,5
71.8
88.8
08
OPENINGS
98.6
125.0
104.9
101.4
68.5
93.6
98.6
68.5
91.5
98.8
68.5
91.6
104,0
68.5
95.6
104.1
68.5
95.7
0920
Plaster
98.0
130.5
120.1
88.3
64.1
71.8
75.4
64.1
67.7
75.4
64.1
67.7
81.6
64,1
69.7
81,6
64.1
69.7
0950, 0980
Ceilings
88.9
130.5
116.6
106.3
64.1
78.2
104.2
64.1
77.5
104.2
64.1
77.5
103.1
64.1
77.2
103.1
64.1
77.2
0960
Flooring
97.1
150.6
113.1
100.2
67.2
90.3
100.2
67.2
90.4
100.2
67.2
90.4
101,7
67.2
91.4
101.7
67.2
91,4
0970, 0990
Wall Finishes
93.0
117.3
107.6
109.1
68.1
84.4
102.9
68.1
82.0
102.9
68.1
82.0
102.9
68.1
82.0
102.9
68.1
82.0
09
FINISHES
97.2
132.5
116.8
98.3
65.5
80.0
99.0
65.5
80.3
97.6
65.5
79.7
96.9
65.5
79.4
98.1
65.5
79.9
COVERS
DIVS.
100.0
110.5
102.1
100.0
76.3
95.2
100.0
76,3
95.2
100.0
76.3
95,2
100.0
76.3
95.2
100.0
76.3
95.2
99.6
119.6
107.6
100.2
70.7
88.4
97.2
70.7
86.6
97.2
70.5
86.5
100.1
70.7
88.3
97.1
70.7
86.6
92.7
141.4
118.1
88.5
72.9
80.4
90.6
72.9
81.4
88.1
72.9
80.2
86.8
72.9
79.6
86.0
72.9
79.2
97.5
123.4
108.8
99.2
73.6
88.0
100.1
73,6
88,5
98.1
73.5
87.4
99.7
73.6
88.3
99.3
73.6
88.1
Accessories
& Gypsum Board
&
10
-
Acoustic Treatment
&
Painting/Coating
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
14, 25, 28, 41, 43, 44,
&
UTIL.
WEIGHTED AVERAGE
NEW MEXICO
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
LAS CRUCES
LAS VEGAS
ROSWELL
SANTA FE
SOCORRO
880
877
882
875
878
INST.
TOTAL
MAT.
INST.
TOTAL
109.6
109.6
MAT.
INST.
TOTAL
109,6
109.6
MAT.
INST.
TOTAL
109.6
109.6
MAT.
TRUTH/CONSEQUENCES 879
INST.
TOTAL
109.6
109.6
MAT.
INST.
TOTAL
86,1
86.1
101.9
83.8
89.2
70,0
98.7
63.8
68.6
71,1
90.1
102.8
71.0
86.9
86.0
86.0
91.6
83.8
86.1
87.8
104.1
99.2
93.3
104.1
100.9
92.9
104.1
100.7
84.3
104.1
98.2
95.6
63.8
68.2
101.4
65.0
70.0
99.2
65,0
69.7
100.1
65.0
69.8
101.5
65.0
107.3
71.0
89.1
106.9
71.1
89.0
111.2
71.1
91.2
106.0
71.1
88.6
109.1
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
89.9
63.7
79.0
95.2
71.2
85.2
95.3
71,2
85.3
103.2
71.2
89.9
93.2
71.2
84.1
102.1
63.7
86.1
03
CONCRETE
86.1
65.9
76.1
103.1
69.4
86.4
108.3
69.4
89.1
105.6
69.4
87.7
102.0
69.4
85.9
95.1
65.9
80.7
04
MASONRY
97.5
60.2
74.4
95.6
60.6
73.9
112.2
60,6
80.3
99.5
60.6
75.4
95.5
60.6
73.9
93.1
60.2
72.8
05
METALS
97.1
81.3
92.2
100.3
87.9
96.4
99.3
87,9
95.8
97.7
87.9
94.7
100.6
87.9
96.6
100,1
81.4
94.3
06
WOOD, PLASTICS & COMPOSITES
78.8
64.4
70.7
92.9
65.5
77.4
88.9
65.5
75.7
94,6
65.5
78,2
92.9
65.5
77.4
84.6
64.4
73.2
07
THERMAL & MOISTURE PROTECTION
86.2
67.2
78.5
99.2
71.8
88,1
99.7
71.8
88.4
101.7
71.8
89.5
99.1
71.8
88.0
86,9
67.2
78.9
08
OPENINGS
91.5
67.9
85.9
100.3
68.5
92,8
98.6
68.5
91.5
102.4
68.5
94.4
100.1
68.5
92.7
93.3
67.9
87.3
0920
Plaster
70.3
0950, 0980
Ceilings
0960
Flooring
0970,0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
21,22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
762
& Gypsum &
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING
S.
ELECTRICAL, COMMUNICATIONS
WEIGHTED AVERAGE
74.2
64.1
67.3
81.6
64.1
69.7
75.4
64.1
67.7
91.6
64.1
72.9
81.6
64.1
69.7
83.4
54.1
91.4
64.1
73.2
103.1
64.1
77.2
104.2
64.1
77,5
103.6
64.1
77.3
103.1
64.1
77.2
90,4
64.1
72.9
129.3
67.2
110.7
101.7
67.2
91.4
100.2
67.2
90.4
108.8
67,2
96.4
101.7
67.2
91.4
132.2
67.2
112.7
90.1
68.1
76.8
102.9
68.1
82.0
102.9
68.1
82.0
107.7
68.1
83.9
102.9
68.1
82.0
93.7
68.1
78.3
107.1
64.6
83.4
96.8
65.5
79.3
97.7
65,5
79.8
101.9
65.5
81.6
96.7
65.5
79.3
109.0
64.6
84.3
46
100.0
73.6
94.7
100.0
76.3
95.2
100.0
76,3
95.2
100,0
76.3
95.2
100.0
76,3
95.2
100.0
73,6
94.7
HVAC
100.4
70.5
88.4
97.1
70.7
86.6
100.0
70.7
88.3
100.1
70.7
88.3
97.1
70.7
86.6
97.0
70.5
86.4
89.9
72.9
81.0
88.5
72.9
80.4
89.6
72.9
80.9
100.8
72.9
86.3
86.5
72.9
79.4
90.1
72.9
81.1
95.8
70.4
84.7
97.7
73.6
87.2
99.8
73.6
88.4
100.5
73.6
88.8
97.3
73.6
87.0
97,0
70.4
85.4
&
UTIL.
City Cost Indexes NEW MEXICO
NEW YORK
TUCUMCARI
ALBANY
BINGHAMTON
BRONX
BROOKLYN
884
120-122
137-139
104
112
BUFFALO
DIVISION
INST.
TOTAL
109.6
109.6
90.8
104,1
100.1
99.1
64.9
109.0 95.3
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
& INFRASTRUCTURE, DEMOLITION
SITE
&
INST.
TOTAL
114.4
114,4
92.8
94.3
93.9
102.2
83.3
INST.
TOTAL
113,5
113.5
75.0
107.1
97.5
69.6
100.7
96.1
96.7
71,1
90,1
105.6
106.3
106.0
93,5
71.1
85.3
88.1
100.9
93.4
100.9
MAT.
MAT.
INST.
TOTAL
112.8
112.8
110.9
123.1
119.5
85,9
103.3
171.7
162.3
96.4
94,9
96.7
184.6
127.9
112.1
94.6
173.8
MAT,
140
-
142
INST.
TOTAL
114.1
114.1
117.0
128.4
125.0
98.8
98.3
98.4
108.6
171.2
162.6
97.4
115.5
113.1
140.6
94.9
184.6
139.7
102.1
103.0
102.5
127,5
103.0
172.0
131.7
105.5
119.2
111.2
MAT.
MAT.
INST.
TOTAL
97.0
97.0
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
106.7
69.3
88.3
101.0
100.3
100.6
96.2
102.7
99.4
96.5
173.2
134.4
108.3
172.0
139.7
104.6
113.7
109.1
04
MASONRY
112.9
60.6
80.5
90.9
100.3
96.7
105,8
126.6
118.7
94.3
176.4
145.1
116.4
176.4
153.5
107.3
119.6
114.9
05
METALS
98.1
87,8
94.9
101.3
109.5
103.9
96.0
118.2
102.9
100.8
149.3
115.8
104,4
140.3
115.4
99.5
95.6
98.3
06
WOOD, PLASTICS & COMPOSITES
88.9
65.5
75.7
97.7
93.6
95.4
107.3
79.3
91.5
100.1
171.4
140.4
109.3
171.1
144.1
98.7
115.2
108.0
07
THERMAL & MOISTURE PROTECTION
99.5
71.8
88.3
99.4
96.7
98.3
106.9
96.3
102.6
108.5
163,2
130,7
108.9
162.7
130.8
101.5
110.4
105,1
08
OPENINGS
98.5
68.5
91.4
99.9
92,0
98.0
90.7
81.6
88.5
87,0
172.2
107.1
88.0
166.5
106.6
91.8
103.3
94,6
0920
Plaster
75.4
64.1
67.7
105.0
93.1
96.9
111.6
78,2
88.9
105.4
173.3
151.6
106.9
173.3
152.1
103.2
115.4
111.5
104.2
64,1
77.5
95.9
93.1
94,0
94,6
78.2
83.7
82,8
173.3
143.0
90.2
173.3
145.5
101.6
115.4
110.8
100.2
67.2
90.4
97.0
105.2
99.4
106.2
93.1
102.3
96,6
185.6
123.2
113.2
185.6
134.8
101.0
120.1
106.7
102.9
68,1
82.0
96.8
89.4
92.4
93.3
95.3
94.5
97.9
148.0
128.0
124.2
148.0
138.5
102.4
112.5
108.5
97.6
65.5
79.7
97.8
96.7
97.2
96.7
84.9
90.1
95.3
172.0
138.1
111.3
171.8
145.0
101.0
116.9
109.9
100.0
76,3
95.2
100,0
96.0
99,2
100.0
93.5
98.7
100.0
132.7
106.6
100.0
132.0
106.4
100.0
106,1
101.2
97.2
70.5
86.5
100.0
98.8
99.5
100.4
87,3
95.1
100,2
164.7
126.1
99.8
164.4
125,7
100.0
97.1
98.8
& Gypsum &
Ceilings
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
-
Board
Acoustic Treatment
0950, 0980
0960
10
Accessories
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
90.6
72.9
81.4
96.0
99.3
97.7
98.9
107.9
103.6
96,1
175.0
137.3
98.7
175.0
138.5
97.5
101.9
99.8
WEIGHTED AVERAGE
98.8
73.5
87.8
98,6
100.2
99.3
98.1
99.4
98.6
98.0
163.9
126.7
102.6
162.9
128.9
99.7
105.8
102.4
MF2010
NEW YORK ELMIRA
FAR ROCKAWAY
FLUSHING
GLENS FALLS
HICKSVILLE
116
113
128
115,117,118
JAMAICA
DIVISION
148
TOTAL
116.0
116.0
93.3
94.3
94.0
83.9
86.3
100.5
CONTRACTOR EQUIPMENT
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
149
INST.
MAT.
015433
-
INST.
TOTAL
114.1
114.1
120.2
128.4
125.9
86.0
94.9
171.2
90.6
95,6
94.9
MAT.
INST.
TOTAL
114.1
114.1
120.2
128.4
126.0
160.8
98.7
171.2
184.6
139,7
96.5
MAT.
114
INST.
TOTAL
114.1
114.1
110.1
127.3
122.2
86.9
91.5
144.5
94,1
95.5
94.9
INST.
TOTAL
113.5
113.5
65.2
106.7
94.3
161.3
87.1
86.9
184.6
140,5
97.0
MAT.
MAT.
INST.
TOTAL
114.1
114.1
114.5
128.4
124.3
137.3
98.7
171,2
161.3
184.4
139.6
94.9
184.6
139.7
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
94.7
96.4
95.4
111.4
172.0
136.6
111.4
172.0
136.6
81.7
96.9
88.0
94.7
165.6
124.1
103.0
172.0
131.7
03
CONCRETE
95.0
92.3
93.7
114.3
172.0
142.8
114.9
172.0
143.1
89,9
92.6
91,3
100.1
157.8
128.6
107.6
172,0
139.4
04
MASONRY
101.4
93.7
96.6
119.7
176,4
154,8
113.9
176.4
152.6
90.1
93.2
92.0
110.5
166.0
144.9
118.1
176.4
154.2
05
METALS
95.4
114,7
101.3
104.4
140.3
115.5
104.4
140.3
115.5
94.8
105.1
98.0
105.9
138.2
115.8
104.4
140.3
115.5
06
WOOD, PLASTICS & COMPOSITES
86.3
84.9
85.5
92.2
171.1
136.7
97.1
171,1
138.8
86.1
84.9
85.4
88.7
141.5
118.5
97,1
171,1
138.8
07
THERMAL & MOISTURE PROTECTION
102.2
84.1
94.8
108,8
162.7
130.7
108.9
162.7
130.7
93.0
92.8
92.9
108.5
154.3
127.1
108.7
162.7
130.6
08
OPENINGS
92.4
83.8
90.3
86.7
166.5
105.6
86.7
166.5
105.6
91.3
84.5
89.7
86.7
150.3
101.8
86.7
166.5
105.6
100.2
84,2
89.3
95.1
173.3
148.3
97.8
173,3
149.1
95.2
84.2
87,7
94.8
142,7
127,4
97.8
173.3
149.1
93.4
84.2
87.2
78.7
173.3
141.6
78.7
173.3
141.6
85.9
84,2
84.8
77.7
142.7
121.0
78.7
173.3
141.6
0920
Plaster
0950, 0980
Ceilings
& Gypsum &
Board
Acoustic Treatment
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
•
Accessories
&
Painting/Coating
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
14, 25, 28, 41, 43, 44,
t
UTIL.
WEIGHTED AVERAGE
92.9
93.1
93,0
108.5
185,6
131.6
110.0
185.6
132.6
86.1
105.2
91.8
107.6
145,3
118,9
110.0
185.6
132.6
101.7
87.6
93,2
124.2
148.0
138.5
124.2
148,0
138.5
94.1
89.3
91,2
124,2
148.0
138.5
124.2
148.0
138.5
96.1
87,4
91,3
106.4
171.8
142.8
107,1
171.8
143.1
89.1
89.8
89.5
104.9
143.7
126.5
106.6
171.8
142.9
100.0
93.4
98.7
100.0
132.0
106.4
100,0
132.0
106.4
100.0
92.7
98.5
100.0
125.1
105.0
100.0
132.0
106.4
95.3
87.8
92.3
94.9
164.4
122.8
94.9
164.4
122.8
95.4
92.0
94.0
99.8
151,8
120.6
94.9
164,4
122,8
95.5
96.9
96.2
106.1
175.0
142.1
106.1
175.0
142.1
91.1
99.3
95.4
98.0
135.8
117.7
96.9
175.0
137.7
95.9
93.1
94.7
102,4
162.9
128.7
102.3
162.9
128.7
92.6
95.0
93.6
100.7
146.6
120.7
100.6
162.9
127.7
NEW YORK JAMESTOWN
KINGSTON
LONG ISLAND CITY
MONTICELLO
MOUNT VERNON
147
124
111
127
105
NEW ROCHELLE
DIVISION
INST.
TOTAL
INST.
TOTAL
94.0
94.0
114.1
114.1
94.5
93.8
94.0
122.1
124.3
123.7
83.9
81.2
81,6
88.7
106.0
100.7
98.6
99.6
97,4
98.3
91.3
95.4
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
04
MASONRY
05
Accessories
INST.
TOTAL
114.1
114.1
118.1
128.4
125.3
103.6
103.1
171.2
140.6
119.0
94,9
110,4
131.3
119.1
MAT.
108
INST.
TOTAL
112.8
112.8
117.9
118.8
118.6
103,7
93.5
128.5
140.4
118.5
95.2
103.4
126.8
113.1
105.7
INST.
TOTAL
114.1
114.1
117.5
124.2
122.2
161.9
95.7
105.0
184.6
139.7
96.6
106,3
172.0
133.6
MAT.
MAT.
MAT.
INST.
TOTAL
112.8
112.8
117.1
118.8
118.3
123.7
108.6
128.5
125.8
183.2
139.2
95.3
183.2
139.2
128.9
115.3
105.7
128.9
115.3
MAT.
98.0
88.0
93.0
112.5
120.8
116.6
110.7
172.0
140.9
107.2
118.8
112.9
105.9
137.8
121.6
105.4
137.8
121.4
109.1
91.1
98.0
104,0
136.8
124.3
113,3
176.4
152,3
98.0
131.0
118.4
100.0
126.1
116.2
100.0
126.1
116.2
METALS
92.7
90.9
92.2
103.3
116.5
107.4
104.4
140.3
115.4
103.3
116.1
107.2
100,6
134.6
111.1
100.9
134.6
111.3
06
WOOD, PLASTICS & COMPOSITES
84.8
78.6
81.3
87.3
98.6
93.7
103.3
171.1
141.5
95.2
98.6
97,1
89,3
131.7
113.2
107,6
131.7
121.2
07
THERMAL & MOISTURE PROTECTION
101.6
84.0
94.5
114,3
136.3
123.3
108.8
162.7
130,7
114.0
134.0
122.1
109.4
135.8
120.1
109.4
135.8
120,2
08
OPENINGS
92.2
82.5
89.9
92.8
117.5
98,7
86.7
166.5
105.6
88.5
117.5
95.4
87.0
145.0
100.7
87.0
145.0
100.7
0920
Plaster
93.2
77.7
82.6
97.2
98.6
98.1
102.6
173,3
150.7
99.5
98.6
98.9
100.1
132.3
122.0
112.8
132.3
126,1
0950, 0980
Ceilings
90.7
77.7
82.0
74.3
98.6
90.5
78.7
173.3
141.6
74.3
98,6
90.5
81.1
132.3
115.2
81.1
132.3
115.2
& Gypsum &
Acoustic Treatment
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
21, 22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
10
-
Board
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
WEIGHTED AVERAGE
46
&
UTIL.
95.9
89.7
94.1
103.1
73.8
94.4
111.4
185.6
133.6
105.4
73.8
95.9
89.0
180.7
116.4
95.2
180.7
120.8
103.0
91.3
96.0
125.9
113.8
118.6
124,2
148.0
138.5
125,9
113.8
118.6
96.1
148.0
127.3
96.1
148.0
127.3
95.6
83.0
88.6
103.7
98,4
100.7
107.9
171.8
143.5
104.2
97.8
100.7
92.8
139.7
118.9
96.0
139.7
120.3
100.0
94.8
99,0
100.0
109.7
101.9
100.0
132.0
106.4
100,0
108.9
101.8
100.0
117.8
103.6
100.0
117.8
103,6
95.2
84.6
91,0
95.3
121.1
105.6
99.8
164.4
125.7
95.3
117.9
104.4
95.4
118.6
104.7
95.4
118.6
104.7
94.3
90.4
92.3
92.7
113.7
103.6
97.5
175,0
137.9
92.7
113.7
103.6
94,4
158.9
128.1
94.4
158.9
128.1
96.0
87,8
92.4
100.7
118.3
108.4
102,2
162,9
128.6
99.4
116.5
106.8
97.9
133.3
113.3
98.2
133.3
113.5
763
NEW YORK NEW YORK
NIAGARA FALLS
PLAnSBURGH
143
129
POUGHKEEPSIE
QUEENS
RIVERHEAD
DIVISION
100
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
Accessories
INST.
TOTAL
94.0
94.0
96.6
95.4
95.8
169.5
83.9
113.2
TOTAL
113.2
113,2
119.6
123.8
122.5
107.7
179.3
CONTRACTOR EQUIPMENT
0241, 31
102
INST.
MAT.
015433
-
MAT.
MAT.
INST.
125
TOTAL
MAT.
-
126
110
INST.
TOTAL
114.1
114.1
MAT.
119
INST.
TOTAL
114,1
114.1
MAT.
INST.
TOTAL
114.1
114.1
99.2
99.2
89.9
102.7
98.9
118.3
124.0
122.3
113.4
128.4
123.9
111.3
127.3
122.5
109.2
91.9
83.8
84.9
88.7
148,2
140.0
91,7
171.2
160.3
96.0
144.5
137.9
0310
Concrete Forming
0320
Concrete Reinforcing
102.4
184.7
143.5
99.3
99.3
99.3
101.3
93.6
97.5
97.4
140,9
119.1
96.5
184,6
140.5
96.7
184.4
140.5
0330
Cast-irvPIace Concrete
106.4
179.2
136.7
101.6
118.7
108.7
100.1
92.7
97.0
106.9
127,3
115,4
97.9
172.0
128,7
96.3
165.6
125.0
03
CONCRETE
106.7
178.5
142.1
100.2
111.7
105.9
104.1
88.4
96.3
109.6
138.2
123.7
103.3
172.0
137.2
100.8
157.8
128.9
04
MASONRY
104.1
178.4
150.0
117.3
118.8
118.2
85.9
87.3
86.8
97.8
128.1
116.6
107.8
176.4
150.2
115.8
166.0
146.9
05
METALS
114.1
149.5
125.0
95.4
92.3
94.5
99.2
85.5
•95.0
103.3
118.5
108.0
104,4
140.3
115.4
106.3
138,2
116.1
06
WOOD, PLASTICS & COMPOSITES
104.6
180.6
147.5
84.7
110.9
99.5
94.1
81.9
87.2
87.3
158.2
127.3
88.8
171.1
135.3
94,0
141.5
120.8
07
THERMAL & MOISTURE PROTECTION
108.5
165.3
131.5
101.7
108.0
104.3
108.4
89.8
100.9
114.3
138,8
124.2
108.5
162.7
130.5
109.2
154.3
127.5
08
OPENINGS
92.6
177.5
112.7
92.2
100.2
94.1
98.8
80.1
94.4
92.8
149,1
106,2
86.7
166.5
105.6
86,7
150.3
101.8
0920
Plaster
112.2
182.7
160.2
93.2
111.0
105.3
119.4
80.6
93.0
97.2
160.0
139,9
94,8
173.3
148.2
96.1
142.7
127,8
0950, 0980
Ceilings
101.5
182.7
155.5
90.7
111.0
104.2
100.8
80.6
87.4
74.3
160.0
131.3
78.7
173.3
141.6
78.5
142.7
121.3
0960
Flooring
97.6
185.6
123.9
95.9
113.8
101.3
109.9
105.2
108.5
103.1
148.0
116.6
107.6
185.6
130.9
108.5
145.3
119.5
0970, 0990
Wall Finishes
97.9
156.4
133.1
103.0
109.7
107.0
123.3
76.4
95.1
125.9
113.8
118.6
124.2
148.0
138.5
124,2
148.0
138.5
09
FINISHES
101.2
178.9
144.5
95.7
113.6
105.7
100.9
86.4
92.9
103.5
146.3
127.3
105.3
171.8
142.3
105.5
143,7
126.8
COVERS
DIVS.
100.0
137.1
107.4
100.0
104.7
100.9
100.0
48.9
89.8
100.0
113.3
102.7
100.0
132.0
106.4
100.0
125.1
105.0
& Gypsum Board
&
10
-
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
100.1
165.7
126.4
95.2
97.1
95.9
95.3
92.0
94.0
95.3
117.9
104.4
99.8
164.4
125.7
100.0
151.8
120.7
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
104.2
175.0
141.1
92.9
99.3
96.3
89.2
90.4
89.8
92.7
113,7
103.6
98.0
175.0
138.2
99.7
135.8
118.5
WEIGHTED AVERAGE
103.8
166.4
131.1
96.9
103.9
100.0
97.3
88.4
93.4
100.0
127.5
112,0
100.8
162.9
127.8
101.4
146.6
121,1
MF2010
NEW YORK SCHENECTADY
STATEN ISLAND
SUFFERN
123
103
109
ROCHESTER
SYRACUSE
UTICA
DIVISION
144
TOTAL
INST.
TOTAL
116.4
116.4
113.5
113.5
77.8
109.6
100.2
74.9
107.1
97.5
104.8
92,4
94.1
103.1
96.1
101.9
90.7
96.3
96.0
97.6
98.9
98.1
CONTRACTOR EQUIPMENT 34
0241, 31
SITE
INFRASTRUCTURE, DEMOLITION
8.
&
146
INST.
MAT.
015433
-
INST.
TOTAL
112.8
112.8
122.7
123.1
123.0
97.1
93.0
171.7
106.3
101.2
96.7
98.6
100.9
99.5
MAT.
130
132
133
INST.
TOTAL
113.5
113.5
91.8
106,6
102,2
127.2
101.1
91.2
140.9
118.1
94.4
102.5
134.8
115.9
INST.
TOTAL
112.8
112.8
113.8
119.1
117,5
160.9
102.1
131.2
184.6
140.6
95.3
105.7
173.8
134.0
MAT.
-
MAT.
-
135
INST.
TOTAL
113.5
113.5
70.8
104.5
94.4
92.5
102.4
82.2
85.0
94.8
94.6
94.4
91.9
93.2
93.8
105.4
98.6
85,8
98.3
91.0
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
107.3
95.2
101.3
104.5
100.3
102.4
107.6
173.2
140.0
102.4
133.3
117.6
99.5
97.5
98.6
97.8
90.6
94.2
04
MASONRY
100.2
98.6
99.2
88.1
100.3
95.7
106.7
176.4
149.8
99.4
138.2
123.4
98.1
106.3
103.2
90.0
97,7
94,8
05
METALS
101.4
104.5
102.3
98.8
109.5
102.1
98.7
149.3
114.3
98.7
118.1
104.7
99.5
105.0
101.2
97.5
103.8
99.5
06
WOOD, PLASTICS & COMPOSITES
103.8
90.6
96.4
106.0
93.6
99.0
87.8
171.4
135.0
99.7
131.7
117,7
103.7
87.6
94.6
103.7
79.4
90.0
07
THERMAL & MOISTURE PROTECTION
100.5
98.0
99.5
94.2
96.7
95.3
108.8
163.2
130.9
109.3
140.9
122,1
102.5
97.9
100,6
90,9
94.4
92.3
08
OPENINGS
96.7
86.9
94.4
96.9
92.0
95.7
87.0
172.2
107.1
87.0
135.5
98.5
92,5
80.4
89.6
95.2
79.2
91,4
0920
Plaster
111.1
90.3
96.9
106.6
93.1
97.4
100.2
173.3
149.9
104.6
132.3
123.5
101.9
87.0
91.7
101.9
78.6
86.0
0950, 0980
Ceilings
99.4
90.3
93.3
92.0
93.1
92.8
82.8
173.3
143.0
81.1
132.3
115.2
94.6
87.0
89,5
94,6
78.6
83.9
0960
Flooring
92.3
104.9
96.1
92.6
105.2
96.3
92.9
185.6
120.6
92.0
145.3
107.9
93.6
94.9
94.0
90.9
95.0
92.1
0970, 0990
Wall Finishes
102.9
97.4
99.6
94.1
89.4
91.3
97.9
148.0
128.0
96.1
121,7
111,5
98.3
97.0
97.5
90.8
97.0
94.5
09
FINISHES
103.1
95.2
98.7
94.5
96.7
95.8
94.7
172.0
137.8
93.8
130,2
114.1
96.0
92,1
93.8
94.1
85.4
89.2
COVERS
DIVS.
100.0
97.0
99.4
100.0
96.0
99.2
100.0
132.7
106.6
100.0
121.8
104.4
100.0
96.3
99.3
100,0
91.9
98.4
100.0
87.9
95.1
100.2
98.8
99.6
100.2
164.7
126.1
95.4
119.6
105.1
100.2
91.2
96.6
100.2
88.8
95.6
99.2
94.3
96.7
95.5
99.3
97.5
96.1
175.0
137.3
102.3
121.5
112.3
99.1
97.7
98.4
97.3
97.7
97.5
100.3
95.6
98.3
97.8
100.2
98.8
99.7
163.9
127.6
98.0
126.2
110.3
98.5
97,0
97,9
96.7
93.2
95.1
& Gypsum &
10-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25,
28,41,43,44, 46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
& UTIL.
WEIGHTED AVERAGE
NORTH CAROLINA
NEW YORK WATERTOWN
WHITE PLAINS
YONKERS
136
106
107
DURHAM
CHARLOTTE
ASHEVILLE
L/ivioiun
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
& Accessories
90.4
51.2
100.0
45.1
52,7
49,4
98,6
43.7
42.1
128.5
128.5
85.4
95,4
107.4
107.1
87.4
85.3
76.7
125.7
125.6
87.4
87.5
100,8
102.6
106.0
84.3
118.9
116.4
97.8
TOTAL
100.8
95.6
76.6
118.8
118.8
106.1
277 INST.
95.6
102.4
119.1
110.6
78.1
MAT.
282
TOTAL
95,6
112.8
112.8
113.5
MAT.
-
INST.
95.6
112.8
112.8
113.5
CONTRACTOR EQUIPMENT
015433
MAT.
281
288
TOTAL
TOTAL
TOTAL
TOTAL
-
INST.
INST.
INST.
INST.
MAT.
287
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
95.0
94.8
94.9
95.3
183.2
139.2
99.1
183.2
141.1
94.4
63,0
78.7
100.3
58.3
79.3
94.8
57,6
76.2
0330
Cast-in-Place Concrete
99.8
91.8
96.5
93.8
128.9
108.4
105.0
128.9
114.9
110.7
51.9
86.3
115.3
50.4
88.4
104.1
47.6
80.7
03
CONCRETE
110.2
91.2
100.8
96.1
137.8
116.7
105.6
137.9
121.5
102.3
51.2
77.1
104,9
50.5
78.1
98.8
50.1
74,8
04
MASONRY
91.0
100.2
96.7
98.9
126.1
115.7
103.6
126.1
117.5
81.7
44.5
58.7
88.9
52.1
66.1
85.5
38.6
56.4
05
METALS
97.6
104.8
99.8
100.3
134.6
110.9
109.9
134.6
117.5
94.2
82.7
90.7
95.0
81.3
90.8
108.6
80.2
99.9
06
WOOD, PLASTICS & COMPOSITES
85.0
86.3
85.8
105.6
131.7
120.3
105.4
131.7
120.3
96,4
41,2
65.2
101,6
42.8
68.4
99.5
45.7
69.1
07
THERMAL & MOISTURE PROTECTION
91.2
94.9
92.7
109.2
135.8
120.0
109.5
135.8
120.2
103.8
44.5
79.7
98.5
47.5
77,8
106.6
46.6
82.2
08
OPENINGS
95.2
83.2
92.4
87.0
145.0
100.7
90.0
145.3
103.r
94.7
44,6
82,9
99.9
45.5
87.1
97.8
47.7
85.9
0920
Plaster
92.2
85.7
87.7
107.6
132.3
124.4
111.8
132.3
125.8
97.5
39.2
57.8
97,8
40.9
59.1
108.8
43.8
64.6
0950, 0980
Ceilings
94.6
85.7
88.6
81.1
132.3
115.2
99.7
132.3
121.4
91.6
39.2
56.7
96.0
40.9
59.3
95.1
43.8
61.0
0960
Flooring
84.8
95.0
87.9
93.8
180.7
119.8
93.4
180.7
119.5
101.5
43.5
84.1
101.1
44.2
84.1
106.2
43.5
87.4
0970,0990
Wall Finishes
90.8
91.4
91.2
96.1
148.0
127.3
96.1
148.0
127.3
107,1
41.1
67.4
107.3
50.4
73.1
103.4
38.2
64,2
09
FINISHES
91.7
88.8
90.1
94.3
139.7
119.5
99.4
139.7
121.8
96.8
41.5
66.0
97.0
43.8
67.4
100.2
43.8
68.8
COVERS
DIVS.
104.1
100.0
78.2
95,6
100.0
78.6
95.7
100.0
73.8
94,8
53.5
81.6
100.0
55.3
82,1
100,3
53.1
81.4
& Gypsum &
10-14,
&
Painting/Coating
25, 28, 41.43,
100.0
93.8
98.8
100.0
117.8
103.6
100.0
100.2
81.5
92.7
100.4
118.6
107.7
100.4
118.6
107.7
100.4
ELECTRICAL, COMMUNICATIONS & UTIL.
99.1
90.5
94.6
94.4
158.9
128.1
102.4
158.9
131.9
96.8
57.0
76.0
95.7
59.9
77,1
94.4
45,6
WEIGHTED AVERAGE
98.1
91.9
95.4
98.0
133.3
113.4
102.5
133.4
116.0
97.6
55.9
79.4
98.7
57.6
80.8
100.2
54.4
23
FIRE SUPPRESSION,
26, 27,
3370
764
44,46
120.5
21. 22,
MF2010
Board
Acoustic Treatment
PLUMBING & HVAC
68,9 .
80.2
City Cost Indexes NORTH CAROLINA ELIZABETH CITY
FAYEHEVILLE
GASTONIA
279
283
280
GREENSBORO
HICKORY
KINSTON
DIVISION
INST.
TOTAL
105.0
105.0
34
0241, 31
SITE
& INFRASTRUCTURE, DEMOLITION
107.1
87.0
93.0
&
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
Accessories
85.5
43.3
92.8
TOTAL
95,6
95.6
102.2
76.6
84.3
65.1
101.9
39.5
57.7
77.9
94.8
116.1
48.9
88.2
TOTAL
100.8
100.8
101.6
85.2
90.1
49.1
95.0
60.4
47.3
70.1
98.0
104.3
47.4
80.7
CONTRACTOR EQUIPMENT
015433
INST.
INST.
MAT.
270,272
MAT.
-
274
286
INST.
TOTAL
100,8
100.8
102.5
85.3
90.4
48.0
99.7
45.4
58.3
76.6
93.7
108.2
53.4
85.5
103.4
MAT.
MAT.
285 INST.
TOTAL
100.8
100.8
100,4
85.2
89.7
45.2
87.9
43.0
49,2
57.9
76.1
93.9
47,2
70.6
110.7
48.7
84.9
106.9
45,4
81.3 73.0
INST.
TOTAL
100.8
100.8
101.3
85.1
90.0
52.8
91.6
37.9
57.8
75.8
94.4
48,2
80.5
MAT.
MAT.
03
CONCRETE
98.8
47.3
73.4
104.4
57.3
81,2
100.9
49.7
75.6
98.3
50.4
74.7
102.0
47.3
75.0
98.9
46.4
04
MASONRY
97.5
48.8
67.4
84.7
39.6
56.8
85.8
51.7
64.7
82.9
42.1
57,6
72.2
44.4
55,0
77.5
49.0
59.8
05
METALS
96.1
76.9
90.2
113.2
80.4
103.1
94.9
81.2
90.7
101.9
80.4
95.3
94.3
79,9
89.9
93.2
76.0
87.9
06
WOOD, PLASTICS & COMPOSITES
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
& Gypsum Board &
-
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
.
82.0
44.5
60.9
95.9
66.6
79.4
105.5
37.4
67.1
99.2
45.9
69,1
90,9
36,0
59,9
87.7
43.9
63.0
105.9
44.1
80.8
103.7
46.6
80.5
104,0
46.0
80.5
106.3
43.7
80.9
104.1
42.5
79.1
103.9
43.7
79.5
95.0
39.3
81.8
94.8
59.1
86.4
98.4
42,0
85.1
97,8
47.8
86.0
94,8
37.6
81.2
94.9
44,2
82,9
100.1
42.0
60.6
102.8
65.4
77.3
105.1
35.3
57.6
110.5
44,0
65.3
97.5
33.9
54,2
97,6
42.0
59.8
95.1
42.0
59.7
92.5
65.4
74.5
95.2
35,3
55.3
95.1
44,0
61.1
91.6
33,9
53.2
95.2
42.0
59.8
98.3
23.6
76.0
101.7
43.5
84.3
104.8
43.5
86.5
106.2
40.4
86.5
101.4
33,5
81,1
98.7
23,0
76,1
103.4
42.9
67.0
107.1
33.9
63,1
107,1
41.1
67.4
103.4
32.3
60.7
107.1
41,1
67.4
107,1
40,1
66.8
97.1
39.5
65.0
97.7
55.5
74.2
99.5
39.4
66.0
100.5
42.8
68.3
96.9
36,2
63.1
96.8
38.8
64.5
100.0
72.2
94.4
100.0
76.0
95.2
100.0
77,9
95.6
100.0
77.8
95.6
100.0
77.6
95,5
100.0
73.4
94.7
95.3
52.2
78.0
100.3
52.8
81.3
100.4
53.5
81.6
100.2
53.3
81.4
95.5
53.3
78.6
95.5
52.3
78,2
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
94.1
35.3
63.4
95.6
51.9
72,8
96.2
58.7
76.6
93.4
57,0
74.4
94,2
58.7
75.7
94.0
47.2
69.6
WEIGHTED AVERAGE
96.9
52.2
77.4
100.9
58.5
82,5
98.4
56.1
80.0
98.8
56.3
80.3
95.6
54.9
77.9
95.3
53.7
77,2
MF2010
NORTH DAKOTA
NORTH CAROLINA
MURPHY
RALEIGH
289 INST.
TOTAL
95.6
95.6
103.6
76.5
84.5
102.6
40.2
93.9
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
INFRASTRUCTURE, DEMOLITION
8.
&
275
-
WILMINGTON
WINSTON-SALEM
278
284
271
276
INST.
TOTAL
100.8
100.8
105.0
85.3
91.2
54.6
92.1
45.2
57.8
78.9
92,8
52.0
85,5
102.0
INST.
TOTAL
100.8
100.8
103.7
85.3
90.8
48.7
98.7
47.6
46.9
70.4
100.0
MAT.
ROCKY MOUNT
MAT.
585 INST.
TOTAL
99.0
99.0
100.7
97.6
98.5
56.2
103.6
41,3
49,8
57.6
75.7
105.6
83.2
94.4
105.9
50.6
83.0
109,5
48.4
84.1
78.6
INST.
TOTAL
100.8
100.8
102.8
85.3
90.5
56.3
101.6
49.0
57,6
76.4
93.7
50.2
85.3
INST,
TOTAL
95.6
95.6
103.6
76.8
84.8
51.6
96.8
49.9
57.6
75.2
95.1
48.3
79.7
110.3
MAT.
BISMARCK
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
114.5
45.0
85.7
109.3
03
CONCRETE
105.3
45.0
75.5
102.0
52.8
77.7
99.5
50,3
75.2
102.2
53.1
77.9
99.6
52.8
76.5
103.6
53.0
04
MASONRY
74.5
41.9
54.4
88.1
42.9
60.2
76.2
40.2
53.9
72.4
42,4
53.9
83.0
39.3
56,0
110.9
57.4
77.8
05
METALS
92.1
75.3
87.0
94.8
80.4
90.4
95.3
79.6
90.5
93.9
80.2
89.7
99.4
80.2
93.5
97.7
85.4
93.9
06
WOOD, PLASTICS & COMPOSITES
106.2
40.5
69.2
97.9
48.6
70.1
89.5
45.7
64.8
98.8
50.1
71.3
99.2
50.4
71.7
87,3
35,6
58.1
07
THERMAL & MOISTURE PROTECTION
104.0
41.6
78.6
100.6
47.9
79.2
106.3
41.6
80.1
103.8
47,9
81.1
106.3
44.3
81.2
109.3
50.8
85.6
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum &
10
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
&.
UTIL.
WEIGHTED AVERAGE
94.7
39.8
81.7
97.0
48.5
85,5
94.3
42.9
82.1
94.9
51.7
84.6
97.8
50.3
86.5
100.9
47.9
88.4
104.2
38.5
59.5
102.5
46.8
64.6
102.1
43.8
62.5
100.3
48.3
65.0
110.5
48.7
68.5
94.3
33.8
53.1
91.6
38.5
56.3
95.9
46.8
63.2
92.4
43,8
60.1
92.5
48.3
63.1
95.1
48.7
64.2
136.9
33.8
68.3
105.2
24.5
81.1
103.4
43.5
85.4
101.8
22.2
78.0
102.3
45.3
85.2
106.2
43,5
87.4
109.8
73.4
98.9
107.1
40.2
66.9
102.1
37.7
63.4
103,4
39.3
64.9
107.1
39.5
66.5
103.4
37.5
63.8
94.1
30.0
55.6
99.0
36.8
64.3
99.7
45.7
69.6
97,9
40.2
65,8
97.6
47.8
69,9
100.5
46.7
70.5
111.7
43.8
73.9
100.0
77.5
95.5
100.0
74.5
94.9
100.0
74.4
94.9
100,0
75,7
95.1
100.0
79.3
95.9
100.0
84.8
97.0
95.5
52.0
78.0
100.0
53.6
81.4
95.3
53.9
78.7
100,4
55.1
82.2
100.2
53.5
81.5
100.2
61.3
84.6
97.8
30.0
62.4
96.5
41.3
67.7
96.1
40.6
67.1
97.0
51.9
73.4
93.4
57.0
74.4
102.2
73.3
87.1
96.4
49.2
75.8
98.2
55.1
79.4
96.0
53.2
77.4
97.2
56.6
79.5
98.5
57.1
80.5
102.0
64.0
85.5
NORTH DAKOTA DEVILS LAKE
DICKINSON
583
586
FARGO
GRAND FORKS
JAMESTOWN
582
584
MINOT
DIVISION
INST.
TOTAL
99.0
99.0
103.3
95.2
97.6
102.6
36.0
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
Accessories
580
INST.
TOTAL
99.0
99.0
111.5
93.7
99.0
45.1
91.7
34.9
MAT.
-
581
INST.
TOTAL
99.0
99.0
98.4
97.7
97.9
42.7
102.5
42.2
MAT.
587 INST.
TOTAL
99.0
99.0
104.8
97.6
99.8
42.6
91.4
66.0
69.5
INST.
TOTAL
99.0
99.0
102,3
93.7
96.3
43.1
93.2
34.6
INST.
TOTAL
99.0
99,0
107,3
93.7
97,8
50.5
95.6
34.8
MAT,
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
101.9
83.5
92.7
102.8
41.0
71.9
94,5
83.3
88.9
100.3
83.3
91.8
102.5
48.3
75.4
103.8
83.6
93.7
0330
Cast-in-Place Concrete
122.9
47.0
91.4
111.2
45.2
83.8
100.9
50.3
79.9
111.2
45.1
83.8
121.4
45.0
89.7
111.2
47.5
84.7
03
CONCRETE
110.8
50.2
80.9
110.1
41.0
76.0
104.7
54.0
79.7
107.3
48.7
78.4
109.3
42.2
76.2
105.8
63.7
85.0
04
MASONRY
111.7
64.4
82.4
113.4
59.2
79.8
97.9
57.4
72.9
106.2
63.8
80.0
123.8
33.4
67.8
105.6
64.2
80.0
05
METALS
95.1
84.6
91.9
95.1
64.1
85,5
99.0
86.0
95.0
95.1
79.3
90.2
95.1
65.1
85.8
95.4
86.3
92.6
06
WOOD, PLASTICS & COMPOSITES
88.7
32.8
57.1
76.6
32.8
51.9
86.8
36.1
58,2
80.8
32.8
53.7
78.5
32.8
52.7
76.4
68,7
72.0
07
THERMAL & MOISTURE PROTECTION
106.7
49.4
83.4
107.1
47.3
82.8
108.7
51.8
85,6
106.9
49,4
83.5
106.6
41.5
80,1
106,6
56.0
86.1
08
OPENINGS
89.4
0920
Plaster
0950, 0980
Ceilings
& Gypsum &
Flooring
0970, 0990
Wall Finishes
09
FINISHES DIVS.
40.8
83.4
96.5
30.9
81.0
98.8
48,2
86.8
96.6
40.8
83.4
96.6
33.0
81,5
96.7
66.0
30.9
57.9
105.2
30.9
54.7
91.5
34,3
52.6
106.7
30.9
55.1
106.3
30.9
55.0
105.2
67,9
79,8
142.1
30.9
68.1
142.1
30.9
68.1
138.7
34,3
69,2
142.1
30.9
68.1
142.1
30.9
68.1
142.1
67.9
92.7
117.0
36.5
92.9
110.5
36.5
88.4
109.8
73.4
98.9
112.4
36.5
89.7
111.2
36.5
88.9
110.3
86.4
103.1
94.9
23.0
51.7
94.9
23.0
51.7
91.0
72,2
79.7
94.9
28.9
55.2
94.9
23.0
51.7
94,9
25.2
53.0
117.6
32.9
70.4
115.3
32.9
69,4
112.3
48.8
76.9
115.5
33.6
69.9
114.7
32.9
69.1
114.5
65.4
87.1
41,43,44, 46
100.0
33.3
86.6
100.0
33.5
86.7
100.0
84.9
97.0
100.0
33.4
86,7
100.0
82.8
96.6
100.0
88.5
97.7
PLUMBING & HVAC
95.5
74.6
87.1
95.5
67.1
84.1
100.1
77.6
91.1
100.4
33.9
73.8
95.5
35.8
71.5
100.4
61.4
84.7
99.3
36.7
66.6
109.1
74.2
90.9
104.8
67.7
85.5
103.3
54.8
78.0
99.3
36.6
66,6
106.9
77.5
91.5
101.0
58.6
82.5
101.9
57.9
82.7
101.7
67.6
86.9
101.8
51.6
79.9
101.0
45.1
76.7
101.8
71.0
88.4
Acoustic Treatment
0960
COVERS
96.6 115.2
Board
&
Painting/Coating
10-14, 25,
28,
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
MF2010
WEIGHTED AVERAGE
765
City Cpst Indexes NORTH DAKOTA
OHIO
AKRON
WILLISTON
CANTON
ATHENS
CHILLICOTHE
niuicinN
442
588 INST.
TOTAL
99.0
99.0
105.3
93.7
97.2
97.3
34.9
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
Accessories
-
443
457
INST.
TOTAL
95.3
95.3
96,8
102.4
100.7
43.5
100.2
92.2
MAT.
446
INST.
TOTAL
90.7
90.7
111.6
92,6
98.3
93.3
94,1
85.8
MAT.
MAT.
-
447
INST.
CINCINNATI
456
TOTAL
MAT.
451
INST.
TOTAL
100.3
100.3
MAT.
-
452
INST.
TOTAL
100,0
100.0
95,3
95.3
..96.9
102.0
100,4
96.5
104,0
101.8
93.6
103.5
100.5
86.9
100.2
82.3
84.7
96,2
92.1
92.6
98.1
80.6
83.0
0310
Concrete Forming
0320
Concrete Reinforcing
104.8
41.0
72.9
93.9
93.3
93.6
90.1
86.6
88.4
93.9
76.5
85.2
87,0
81.0
84.0
92.2
81,7
87.0
0330
CastHn-Place Concrete
111.2
45.2
83,8
92.4
97.4
94.5
111.9
92,2
103.7
93.3
95.2
94.1
101.6
96,1
99.3
93,6
93.6
93.6
03
CONCRETE
107.3
41.0
74.6
92.9
93.5
93.2
106.4
87,6
97.2
93.4
85.3
89.4
100.8
91.3
96.1
95.3
85.5
90.4
04
MASONRY
100.0
59.2
74,7
92.1
94.1
93.3
82.7
89.5
87.0
92,8
84.6
87,7
90,1
96.7
94.2
89,8
85.5
87.1
05
METALS
95.2
64,2
85.7
94.8
82.2
90.9
101.6
78.6
.94.5
94.8
75.1
88.7
93.7
84.9
91.0
95.9
84.6
92,4
06
WOOD, PLASTICS & COMPOSITES
82.2
32.8
54.3
99.1
91.4
94.7
83,4
86.8
85.3
99.5
80.8
88.9
96.0
90,6
92.9
98.5
78.5
87.2
07
THERMAL & MOISTURE PROTECTION
106.8
47.3
82.7
111.2
95.8
104.9
99.7
91,9
96.6
112.3
91.6
103,9
101.2
94.3
98,4
99.5
89.9
95,6
08
OPENINGS
96.7
30.9
81.1
115.2
92.5
109.8
99.9
83.6
96.1
108.5
77.2
101.1
91.9
84.0
90.0
99.9
78.9
94.9
0920
Plaster
106.7
30,9
55.1
102.0
90.8
94,4
93.9
86,1
88,6
103.1
79.9
87.3
96.6
90,5
92.5
98.3
78,1
84.6
0950, 0980
Ceilings
142.1
30.9
68.1
98.7
90.8
93.5
102.0
86.1
91.5
98.7
79.9
86.2
96.3
90.5
92.5
97.2
78.1
84.5
0960
Flooring
113.2
36.5
90.3
98.6
92.5
96.7
124.5
100.8
117.4
98.7
82.0
93.7
101.5
100.8
101.3
102.5
90.0
98,7
0970, 0990
Wall Finishes
94,9
32.2
57,2
97.1
103.9
101.2
104.9
93.1
97.8
97.1
82.8
88.5
102.2
89.8
94.7
102.2
84.8
91.7
09
FINISHES
115.6
34.0
70.1
100.1
93,3
96.4
102.9
90.1
95.8
100.4
81.8
90.0
100.4
93.7
96,6
100.8
82.2
90,4
COVERS
DIVS.
100.0
33.5
86.7
100.0
95.3
99.1
100.0
53,3
90,6
100.0
93.1
98.6
100.0
93.1
98.6
100.0
91.4
98.3
95.5
67.1
84.1
100.0
94.3
97.7
95.2
52.4
78,0
100.0
82.5
93.0
95.6
94.0
94.9
100.0
81,3
92.5
& Gypsum Board
&
10-
Acoustic Treatment
&
Painting/Coating
14, 25,
28,41,43,44, 46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
103.7
74.2
88.3
99.3
92.8
95.9
97.8
98.9
98.3
98.5
87,8
92.9
97,3
85.4
91.1
96.1
79.7
87,6
WEIGHTED AVERAGE
100.3
58.0
81.9
99.8
93.4
97.0
99.1
80.6
91.1
99.2
85.0
93.0
96.4
92,2
94,5
97.8
84.8
92.1
MF2010
OHIO
COLUMBUS
CLEVELAND
DAYTON
HAMILTON
LIMA
450
458
LORAIN
DIVISION
430
441 MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
MAT.
-
432
453
INST.
TOTAL
94.9
94.9
95.6
95.6
96.7
102.9
101,1
95.2
99.3
98.1
100.3
97,9
98,2
99.1
85,9
MAT.
-
454
INST.
TOTAL
MAT.
INST.
TOTAL
100.3
100.3
95.3
95.3
92.4
103.4
100,1
92.3
103.6
100.2
87,7
98.1
79.0
81.6
98.1
80.1
MAT.
INST.
440 TOTAL
MAT.
INST.
TOTAL
95.3
95.3
96.3
101.3
99.8
85.6
100.3
85.3
87.3
93,1
93.1
105.2
92.5
96.3
82.5
94.0
84.3
0310
Concrete Forming
0320
Concrete Reinforcing
94,3
93.7
94.0
101.6
81.7
91.7
92.2
80.6
86.4
92.2
81.7
87.0
90.1
79.1
84,6
93.9
93.6
93.7
0330
Cast-in-Place Concrete
90,7
105.5
96,8
90.6
95.9
92.8
87.0
86.0
86.6
93.3
92.8
93.1
102.8
97,2
100.5
88.0
103.5
94.4
03
CONCRETE
92.2
99.0
95.5
95.8
88,3
92.1
92.2
81.5
86,9
95.1
85.0
90.1
99.3
87.6
93.5
90.8
92.6
91.7
04
MASONRY
96.6
105.1
101.9
97.9
94.8
96.0
89.3
81.7
84.6
89.6
84.0
86.1
112.9
81,7
93.6
88.8
98,5
94,8
05
METALS
96.3
85.2
92.9
95.9
80.5
91.2
95.2
77.8
89.8
95.2
85.1
92.1
101.6
80.4
95.1
95.4
83.3
91.6
Accessories
06
WOOD, PLASTICS & COMPOSITES
98.2
94.8
96.2
97.5
83.7
89,7
99,7
77.3
87.1
98.5
78.5
87,2
83,3
84.0
83.7
99.1
82.0
89.4
07
THERMAL & MOISTURE PROTECTION
109.8
108.1
109.1
101.8
95.7
99,3
104.5
86.4
97.2
101,3
88,7
96.2
99.3
92.5
96.5
112.2
101.1
107.7
104.5
94.3
102.1
103.0
80.4
97.7
99.3
78.0
94.2
96.9
78.9
92.6
99.9
78.3
94.8
108.5
87.4
103.5
101.2
94,3
96.5
97.6
83.2
87.8
98.3
76.8
83,7
98.3
78.1
84,6
93.9
83.2
86.6
102.0
81.2
87.8
97.0
94.3
95.2
100.4
83.2
89.0
98.2
76.8
84,0
97.2
78.1
84.5
101,0
83.2
89.2
98,7
81.2
87.1
98.4
105.1
100.4
94.7
87.9
92.6
105,2
80.7
97.9
102.5
90,0
98.7
123.6
88,3
113,1
98.7
105.1
100.6
97.1
105.2
102.0
100.9
93.3
96,3
102.2
85.2
92.0
102.2
84.8
91.7
104.9
83.8
92.2
97.1
105.2
102.0
99.7
99.6
99.6
97,5
86.6
91.4
101.7
79.5
89.3
100.7
81,9
90.2
101.9
84.7
92,3
100.2
90.4
94.7
100.0
102.1
100.4
100.0
93.8
98.8
100.0
90.9
98.2
100.0
90.9
98.2
100,0
94.1
98.8
100,0
98.3
99.7
100.0
99.8
99.9
100.0
92.3
96.9
100.8
81.7
93.1
100,5
80.5
92.5
95.2
84.7
91.0
100.0
85.2
94.0
98.8
106.2
102.6
97.1
88.1
92,4
94.7
82.7
88,4
95.1
81,0
87,8
98.1
78.4
87.8
98.7
86.7
92.4
98.9
100.0
99.4
98.6
89.7
94.7
97.5
83.2
91.3
97,4
84.5
91.8
99.6
84.4
93.0
98.8
90.4
95.2
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
& Gypsum &
Acoustic Treatment
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
-
Board
&
Painting/Coating
PLUMBING & HVAC
FIRE SUPPRESSION,
21, 22,
23
26, 27,
3370
MF2010
46
14, 25, 28, 41, 43, 44,
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
OHIO
MANSFIELD
MARION
SPRINGFIELD
STEUBENVILLE
433
455
439
YOUNGSTOWN
TOLEDO
UlvIblUli
448
TOTAL
95.3
95.3
92.7
102.2
99.3
CONTRACTOR EQUIPMENT
0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
449
INST.
MAT.
015433
-
INST.
TOTAL
94.5
94.5
91.1
97.8
95.8
MAT.
MAT.
INST.
TOTAL
MAT.
434
INST.
TOTAL
99.3
99.3
95.3
95.3
92.7
102.1
99.3
134.7
107,7
115.8
MAT.
-
444
436
INST.
TOTAL
97.3
97.3
94.4
99.8
98,2
MAT.
-
445
INST.
TOTAL
95.3
95.3
96.7
103.0
101.1
87.9
0310
Concrete Forming
90.3
83.5
84.4
95.7
81.3
83.3
98.1
83.3
85.4
97,6
87.9
89,2
99.0
92.5
93.4
100.2
85.9
0320
Concrete Reinforcing
85.4
75.6
80.5
93.7
81.5
87.6
92.2
78.9
85,6
91.1
85,9
88.5
101.6
87.2
94.4
93.9
86.1
90.0
0330
Cast-in-Place Concrete
85.6
94.5
89.3
82.8
92.9
87.0
89.4
85,9
87.9
89.9
94.7
91.9
90,6
100.2
94.6
91.5
97.1
93.9
03
CONCRETE
85.6
85.4
85.5
88.0
85.1
86,5
93.3
83.1
88.3
91.7
89.3
90.5
95.8
93,9
94.9
92,5
89.3
90.9
04
MASONRY
91.2
93.7
92.7
100.0
92.4
95.3
89.5
81,7
84.6
86,5
93.8
91.0
106.6
96.8
100,6
92.4
91.1
91.6
05
METALS
95.6
75.5
89.4
95,0
78.1
89,8
95.1
77.0
89.5
91.6
79.9
87.9
95.7
86.9
93.0
94.8
79.3
90.0
06
WOOD, PLASTICS & COMPOSITES
86,8
82.0
84,1
93.5
81.7
86.9
101.1
83,4
91.1
89,3
86.1
87.5
97.5
91.5
94.1
99.1
84.1
90.6
07
THERMAL & MOISTURE PROTECTION
111.6
93.6
104.3
101.4
82.0
93.5
104.4
87.0
97.4
113.5
96.6
106.6
103.4
100.9
102.4
112.4
92.8
104.4
08
OPENINGS
108.8
76.7
101.2
97.1
77,6
92,5
97.4
78,6
92.9
97.5
82,9
94.0
100.4
88.8
97,6
108.5
84.2
102,7
0920
Plaster
95.2
81.2
85.7
95.4
81.2
85.7
98,3
83.2
88,0
95.5
85.1
88.4
97.6
91.2
93.2
102.0
83.3
89.3
0950,0980
Ceilings
99,6
81.2
87.4
100.4
81.2
87.6
98.2
83.2
88.2
97.3
85.1
89.2
100.4
91.2
94.3
98.7
83.3
88.5
94.6
104.7
97.6
93.5
71.0
86.8
105.2
80.7
97.9
122.7
99.8
115.9
93.9
101.5
96.2
98.7
92.1
96.7
97.1
88.5
91.9
100.9
48.5
69.4
102.2
85.2
92.0
114.2
102.6
107,2
100.9
102.1
101.6
97.1
92.6
94.4 93.0
& Gypsum &
Flooring
0970,0990
Wall Finishes
09
RNISHES
COVERS
DIVS.
23
26, 27,
3370
MF2010
766
10-
Accessories
Board
Acoustic Treatment
0960
21, 22,
&
&
Painting/Coating
14, 25,
28,41,43, 44,46
FIRE SUPPRESSION,
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS VlfEIGHTED
AVERAGE
&
UTIL.
98.0
87,7
92.3
96.4
76.1
85.1
101.7
83.1
91.4
114.3
91.2
101.4
97,2
94.8
95.9
100.3
87.3
100,0
93.2
98.6
100,0
54.9
91,0
100.0
91.6
98.3
100.0
95,2
99.0
100.0
96.3
99.3
100.0
94.0
98.8
95,1
83.4
90.4
95.2
89.7
93.0
100.8
81.7
93.1
95.5
91.9
94.0
100.1
99,2
99.7
100.0
88.4
95.3
96.2
77.7
86.5
91.2
77.7
84.1
94.7
85.6
90.0
86.4
112.7
100.1
97.2
101.6
99.5
98.7
82.9
90,5
96.6
85.6
91.8
95.0
83.7
90.1
97.5
84,2
91.7
96.8
94.5
95.8
98.7
96.4
97.7
99.1
88,3
94.4
Cost Indexes
^
4'.
OKLAHOMA
OHIO ZANESVILLE
ARDMORE
CLINTON
DURANT
ENID
734
736
747
737
GUYMON
DIVISION
437
TOTAL
94.5
94.5
93.9
99.5
97.9
92.8
82.6
CONTRACTOR EQUIPMENT
0241, 31
-
34
& INFRASTRUCTURE, DEMOLITION
SITE
&
438
INST.
MAT.
015433
-
INST.
TOTAL
82.5
82.5
94.7
91.4
92.4
84.0
94.4
41.3
85.3
89.2
87.6
MAT.
INST.
TOTAL
81.6
81.6
96.1
90.0
91,8
48.6
92.9
47.7
80.2
83.9
88.1
MAT.
INST.
TOTAL
81,6
81.6
92.5
89.7
90.6
53.9
85.7
45.1
80.2
84.2
92.3
MAT.
739
INST.
TOTAL
81.6
81.6
97.6
90.0
92.2
50.6
96.6
34.8
80.6
86.4
87.5
MAT.
INST.
TOTAL
81.6
81.6
99.9
89.7
92.7
43.3
100.3
45.9
53.3
80.2
83.9
88.1
80.2
84.1
MAT,
0310
Concrete Forming
0320
Concrete Reinforcing
93.1
0330
Castnn-Place Concrete
87.2
93.3
89.8
99.3
44.2
76.4
95.9
45.9
75.2
92.1
43.5
71,9
95.9
47.2
75.7
96.0
43.9
74,3
03
CONCRETE
91.5
86.5
89.0
97.5
50.0
74.1
97.1
53.5
75.6
92.9
51.5
72.5
97.7
48.2
73.3
100.7
51.9
76,7
04
MASONRY
96.8
83.4
88.5
93.4
58.1
71.5
118.8
58.1
81.2
92.4
63.4
74.5
100.6
58.1
74.3
95.9
54.6
70.3
05
METALS
96.4
80.3
91.4
93.3
70.6
86.3
93.4
70.6
86.4
91.4
71,3
85,2
94,8
70,5
87.3
93.9
70.3
86.6
06
WOOD, PLASTICS & COMPOSITES
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
Accessories
& Gypsum Board
&
10-
Acoustic Treatment
&
Painting/Coating
14, 25, 28,
41,43,44, 46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
&
UTIL.
WEIGHTED AVERAGE
89.6
81.7
85.2
100.7
38.7
65.7
99.7
47.3
70.1
89.5
44.0
63.8
103.6
30.0
62.0
107.5
47.0
73.4
101.5
91.1
97.3
106.1
61.0
87.8
106.1
62.0
88.2
99.9
62,3
84.6
106.2
60.3
87.6
106.5
58.4
87.0
97.1
80.2
93.1
93.9
49.6
83.4
93.9
54.0
84.4
93,9
52,7
84.1
93,9
44,4
82.1
94.0
49.8
83.5
92.8
81.2
84.9
84.3
37.5
52.4
84.0
46.3
58.3
79.1
42.9
54.5
85.1
28,4
46.5
85.7
46.0
58,7
100.4
81.2
87.6
86.2
37.5
53.8
86.2
46.3
59.7
85.4
42,9
57.1
86.2
28.4
47.8
88.9
46.0
60.4
92.0
86.9
90.5
110.5
43.9
90.6
109.4
41.9
89.2
106.9
63.1
93.8
111.2
41.9
90.5
112.9
24.8
86.5
100.9
76.0
85.9
96.5
52.4
70.0
96.5
52.4
70.0
100.1
52.4
71.4
96,5
52.4
70.0
96.5
33.8
58.8
95.9
82.2
88.3
93.8
41.0
64.4
93.6
45.8
67.0
91.8
47.7
67.2
94.3
35.4
61.5
95.8
39,7
64,6
100.0
90.0
98.0
100.0
78.0
95.6
100.0
79.0
95.8
100.0
78.3
95.7
100.0
77.1
95.4
100.0
77.8
95.5
95.2
89.7
93.0
95.4
66.3
83.7
95.4
66.3
83.7
95.4
65,8
83.5
100.3
66.3
86.6
95.4
64.2
82.9
91.5
78.2
84.6
89.7
70.4
79.6
90.7
70.4
80.1
94,7
70.4
82.0
90,7
70.4
80.1
92.3
63.0
77.0
95.5
85.6
91.2
95.2
62.3
80.9
96.5
63.6
82.2
94.3
64.0
81.1
97,2
60,9
81.4
96.3
60.5
80.7
OKLAHOMA
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
MCALESTER
MIAMI
MUSKOGEE
735
745
743
744
INST.
TOTAL
82.5
82.5
94.3
91.4
92.2
100.2
45.3
MAT.
CONTRACTOR EQUIPMENT
015433
LAWTON
INST.
TOTAL
81.6
81.6
86.3
89.9
88.9
52.8
83.6
44.6
MAT.
INST.
TOTAL
89.7
89,7
87.8
87.2
87.4
49.9
96,8
67.7
MAT.
OKLAHOMA CITY 730
INST.
TOTAL
89.7
89.7
88.0
87.0
87.3
71.7
101.3
34.1
MAT.
-
PONCA
INST.
TOTAL
81.6
81.6
93.0
89.9
90.8
61.3
92,2
47.3
53.4
INST.
TOTAL
82.7
82.7
93.7
91.8
92.3
43.3
98.2
55.5
MAT.
CITY
746
731 MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
87.7
80.2
84.0
91.9
80.2
86.1
90.5
80.3
85.4
91.3
79.7
85.5
92.8
80.2
86.5
91.3
80.3
85.8
0330
Cast-in-Place Concrete
92.8
47.3
73.9
80.8
46.0
66.3
84.6
48.3
69.6
85.7
46.6
69.4
94.5
47.7
75.1
94.6
45.5
74.2
03
CONCRETE
93.8
52.9
73.6
83.4
52.1
68.0
88.2
64.0
76.2
90.0
48.3
69,4
97.3
57.5
77.7
95.0
53.1
74.3
04
MASONRY
95.9
58.1
72.5
110.7
57.1
77.5
95.2
57.2
71,7
113,0
46.0
71.5
98,7
57.4
73.1
87.8
57.1
68.8
84.9
Accessories
05
METALS
98.5
70.6
89.9
91.3
70.5
84.9
91.3
82.8
88.6
92.7
81.0
89.1
92.0
70,7
85.4
91,3
70.8
06
WOOD, PLASTICS & COMPOSITES
106.4
44.1
71.3
86.9
44.0
62.7
102.4
74.6
86.7
107.0
31.4
64.3
100.3
58.2
76.5
97.6
47.0
69,1
07
THERMAL & MOISTURE PROTECTION
106.1
61.7
88.1
99.6
61.0
83.9
99.9
64.9
85.7
100.0
49.5
79.5
98.8
62.8
84.2
100.1
66.7
86.5
08
OPENINGS
95.4
52.1
85.1
93.9
52.5
84.1
93.9
69.3
88.1
93.9
42,8
81.8
94.8
59.7
86,5
93,9
53.8
84.4
0920
Plaster
87.1
43.0
57.1
77.9
42.9
54.1
85.0
74.3
77.7
87.2
29.7
48.1
92.9
57.5
68.8
83,5
46.0
58.0
0950, 0980
Ceilings
94.2
43.0
60.1
85.4
42.9
57.1
85.4
74.3
78.0
94.3
29.7
51.3
97.5
57.5
70.9
85.4
46.0
59.2
0960
Flooring
113.1
41.9
91.8
105.8
41.9
86.7
112.8
63.1
97.9
115.3
40.5
92.9
109.5
41.9
89.3
109.9
41.9
89.6
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum &
10
-
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
96.5
52.4
70.0
100.1
38.6
63.1
100.1
79.1
87.5
100.1
34.9
60.9
97.9
52.4
70.6
100,1
52.4
71.4
96.4
43.8
67.1
90.8
42.0
63.6
93.7
68.8
79.8
96.7
33.7
61.6
98.6
52.0
72.6
93.4
45.3
66.6
100.0
78.6
95.7
100.0
78.3
95.6
100.0
82.1
96.4
100.0
76,5
95,3
100.0
80.0
96.0
100.0
78.6
95.7
100.3
66.3
86.7
95.4
61.5
81.8
95.4
61.8
81.9
100.3
60.5
84.3
100.0
66.0
86,4
95,4
61.7
81.9
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
92.3
70.4
80.9
93.1
66.1
79.0
94.6
66.1
79.7
92,7
53.7
72.3
97.3
70.4
83.3
92.7
70.0
80.8
WEIGHTED AVERAGE
97.5
63.3
82.6
93.7
61.1
79.5
94.0
68.3
82.8
96.6
56.3
79.0
97.3
65.4
83.4
94.3
62.5
80,5
MF2010
OREGON
OKLAHOMA POTEAU
SHAWNEE
749
748
TULSA
WOODWARD
BEND
738
977
EUGENE
DIVISION
INST.
TOTAL
89.0
89.0
74.3
85.9
82.4
96.0
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
MAT.
740
INST.
TOTAL
81.6
81.6
89.9
91.7
-
741
INST.
TOTAL
89.7
89.7
94.2
87.4
89.4
MAT.
INST.
TOTAL
81.6
81.6
96,3
90,0
91.9
MAT.
974
INST.
TOTAL
97.9
97.9
106.8
102.8
103.9
MAT.
MAT.
INST.
TOTAL
97,9
97.9
96.9
102.7
101.0
0310
Concrete Forming
90.0
41.9
48.5
85.5
44.7
50.3
101.4
41.1
49.4
93.1
47.8
54.0
111.2
100,6
102.0
107.6
100.4
101.4
0320
Con^crete Reinforcing
92.4
80.3
86.3
91.3
80.2
85.8
91.6
80.2
85,9
87.5
80.3
83.9
95.7
101.5
98.6
99.7
101.5
100.6
0330
Cast-in-Place Concrete
84.6
45.7
68.5
97.6
43.7
75.2
93.3
47.0
74.1
95,9
46.1
75.2
94.2
104.1
98.3
91.2
104.0
96.5
03
CONCRETE
90.6
51.6
.71.3
96.6
51.4
74.3
95.3
51.7
73.8
97.4
53.6
75.8
104.8
101.6
103.2
96.3
101.5
98.9
04
MASONRY
95.5
57.2
71.8
111.9
57.1
78.0
96.1
61.0
74.4
89.5
58.1
70.1
98.7
104.5
102.3
96.0
104,5
101.3
05
METALS
91.3
82.4
88.5
91.2
70.4
84.8
95.9
82.0
91.6
93.5
71.0
86.5
90.7
96.6
92,5
91,4
96,4
93.0
06
WOOD, PLASTICS & COMPOSITES
94.3
40.0
63.7
89.3
44.0
63.7
106.2
37.5
67.4
99.8
47,0
70.0
103.3
100,3
101.6
98.8
100.3
99.6
07
THERMAL & MOISTURE PROTECTION
100.0
61.0
84.2
100.0
60.3
83.9
100.0
62.6
84.8
106.2
67,1
90.3
104,6
96.3
101.2
103.9
93.4
99.6
08
OPENINGS
93.9
50.5
83.6
93.9
52.5
84.1
95.4
48.1
84,2
93.9
53.8
84.4
93.8
103,8
96.2
94.2
103,8
96.5
0920
Plaster
82.0
38.7
52.5
79.1
42.9
54.5
87.2
36.0
52.4
84.6
46.0
58.4
103.7
100.2
101.3
101.1
100.2
100.5
0950, 0980
Ceilings
85.4
38.7
54.3
85.4
42.9
57.1
94.3
36,0
55,5
88,9
46.0
60.4
92,3
100.2
97.5
93.3
100.2
97.9
0960
Flooring
109.3
63.1
95.4
106.9
33.3
84.9
114.0
43.6
92.9
109.4
43.9
89.8
107.6
105.3
106.9
106.1
105.3
105.9
0970, 0990
Wall Finishes
85.2
09
FINISHES
COVERS
DIVS.
Accessories
& Gypsum Board
10
&
-
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
WEIGHTED AVERAGE
46
&
UTIL.
100.1
52.4
71.4
100.1
34.9
60.9
100.1
41.4
64.8
96.5
52.4
70.0
104.6
72.3
85.2
104.6
72.3
91.5
45.3
65.8
92.1
40.1
63.1
96.5
39.7
64.9
94.4
45.9
67.4
103.3
98.1
100.4
101.7
98.1
99.7
100.0
78.1
95.6
100.0
78.3
95.7
100.0
79.3
95.8
100.0
79.0
95.8
100.0
101.9
100.4
100.0
101.9
100.4
95.4
61.7
81.9
95.4
65.8
83.5
100.3
63.5
85.5
95.4
66.3
83.7
95.1
102.6
98.1
100.0
102.6
101.0
92.8
66.1
78.9
94.8
70.4
82.1
94.7
66.1
79.8
92.2
70.4
80.8
95.8
96.3
96,1
94.5
96.3
95.4
93.5
62.1
79.8
95.7
62.2
81.1
97.4
62.2
82,1
95.3
63.8
81.6
97.3
100.5
98.7
97,1
100.4
98,5
767
City Cost Indexes OREGON rm/iCiAM
KLAMATH FALLS
MEDFORD
PENDLETON
PORTLAND
SALEM
976
975
978
970-972
973
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
0310
Concrete Fornning
& Accessories
TOTAL
97.9
97.9
104.5
102.7
103.3
100.9
103.2
100.3
TOTAL
97.9
97.9
110.8
102.7
105.1
104.1
100.3
CONTRACTOR EQUIPMENT
015433
INST.
INST.
MAT.
MAT.
INST.
TOTAL
95.4
95.4
103.2
96.4
98.4
100.7
104.4
100.7
MAT.
MAT.
INST.
TOTAL
97.9
97,9
99.4
102.8
101.7
101.2
108.8
100.6
MAT.
INST.
VALE
979 TOTAL
MAT.
INST.
TOTAL
97.9
97.9
92,9
102.8
99,8
91.4
96,3
94.9
101.7
107.1
100.6
101.5
110.9
99.7
101,2
95.4
95.4
0320
Concrete Reinforcing
95.7
101.5
98.6
97.3
101.5
99.4
95.1
101.5
98.3
100.5
101.5
101.0
106.1
101.5
103.8
92,7
101.4
97,0
0330
Cast-in-Place Concrete
94.2
104.0
98.3
94.2
104.0
98.3
95.0
105.4
99.3
93.7
104.1
98.0
88.4
104.1
94.9
74.9
105,0
87.4
03
CONCRETE
107.6
101.5
104.6
102.2
101.5
101.8
88.4
102.1
95.2
97.7
101.6
99.7
96.0
101.6
98,8
74.7
101.5
88.0
04
MASONRY
110.8
104.5
106.9
93.1
104.5
100.2
101.7
104.6
103.5
96.5
104.5
101.5
103.3
104.5
104,1
100.2
104,6
102.9
05
METALS
90.7
96.3
92.5
91.0
96.3
92.6
97.1
97.1
97.1
92.4
96,6
93.7
97,8
96.6
97.4
97,0
96.0
96.7
06
WOOD, PLASTICS & COMPOSITES
93.8
100.3
97.5
92.6
100.3
97.0
95.9
100.4
98.4
99.8
100,3
100.1
96.7
100.3
98.7
104,8
100.4
102.3
07
THERMAL & MOISTURE PROTECTION
104.7
94.8
100.7
104.4
94.8
100.5
97.4
95.4
96.6
103.8
98.1
101,5
101,7
96.3
99,5
96.9
94.8
96.1
08
OPENINGS
93.9
103.8
96.2
96.3
103.8
98.1
89.5
103.9
92.9
92.2
103.8
95.0
95.9
103.8
97.8
89.4
95.8
90.9
0920
Plaster
98.2
100.2
99.6
97.5
100.2
99.3
85.2
100.2
95.4
100.9
100,2
100.4
97.3
100,2
99,3
91.9
100.2
97.5
0950, 0980
Ceilings
100.3
100.2
100.2
107.3
100.2
102.6
64.6
100.2
88.3
95.3
100.2
98.5
100,7
100.2
100.4
64,6
100.2
88,3
105.0
105.3
105.1
104.4
105.3
104.7
72.5
105.3
82.3
103.6
105.3
104,1
104.3
105.3
104.6
74.2
105.3
83.5
104.6
59.4
77.4
104.6
59.4
77.4
96.1
66.9
78.5
104.3
66.9
81.8
102.8
72,3
84.5
96.1
72.3
81.8
104.0
96.7
99.9
104.4
96.7
100.1
71.8
97.6
86.2
101.4
97.5
99,2
100.5
98.1
99.2
72.3
98.2
86.7
100.0
101.8
100.4
100.0
101.8
100.4
100.0
92.2
98.4
100.0
101,9
100.4
100.0
101.9
100.4
100.0
102.1
100.4
& Gypsum &
Acoustic Treatment
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
21, 22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
-
Board
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
95.1
102.6
98.1
100.0
102.6
101.0
96.9
115.3
104.3
100.0
102.6
101.0
100.0
102,6
101,1
96.9
71.5
86,7
ELECTRICAL, COMMUNICATIONS & UTIL.
94.6
81.3
87.6
97.9
81.3
89.2
87.3
96.5
92.1
94.7
103,2
99.1
102.1
96.3
99.1
87.3
73.9
80.3
WEIGHTED AVERAGE
98.2
98.2
98.2
98.4
98.2
98.3
93.1
102.5
97.2
97.2
101,4
99,1
99.0
100.5
99.7
91.3
89.8
90.7
PENNSYLVANIA
ALLENTOWN
ALTOONA
BEDFORD
BRADFORD
BUTLER
181
166
155
167
160
CHAMBERSBURG
DIVISION
INST.
TOTAL
113.5
113.5
90.7
105.4
101.0
100.5
114.2
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
113.5
113.5
94.2
105.5
102.1
112.3
85.7
80.4
MAT.
INST.
TOTAL
110.5
110.5
103.7
102.2
102.7
81.1
85.2
82.7
MAT.
INST.
TOTAL
113,5
113.5
89.5
104.8
100.3
83.0
87.9
82.5
MAT.
172
INST.
TOTAL
113.5
113.5
85.7
106,9
100.6
83.2
87.2
95.7
MAT.
INST.
TOTAL
112.7
112.7
85.1
102.7
97,4
94.5
89.5
81.8
82.9
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
94.4
111.5
103.0
91.5
106.0
98.7
89.7
83.5
86.6
93.5
106,4
99.9
92.2
112.5
102,3
88.7
106.3
97.5
0330
Castnn-Place Concrete
85.0
101.5
91.8
94.7
87.5
91.7
109.6
71.2
93.6
90.4
92.9
91.5
83.7
98.1
89.6
94,9
71,0
85,0
03
CONCRETE
94.3
110.0
102.1
89.5
89.1
89.3
103.4
80.2
91.9
96.0
92.0
94.0
81.7
100.8
91.1
103.3
84.1
93.8
04
MASONRY
94.2
102.2
99.2
96.9
65.6
77.5
114.6
88.5
98.5
94.0
88.5
90.6
98.9
98.5
98.7
94.7
88,9
91.1
05
METALS
99.9
123.1
107.0
93.7
118.3
101.3
97.5
105.6
100.0
97.8
118.2
104.1
93,4
123,4
102.7
99.5
116.5
104.7
06
WOOD, PLASTICS & COMPOSITES
103.0
117.3
111.1
81.2
82.7
82.0
83.7
82.6
83.1
87.6
80,3
83.5
82.6
94.8
89.5
92.5
82.7
87.0
07
THERMAL & MOISTURE PROTECTION
102.5
120.4
109.7
101.8
92.0
97.8
104.0
88.6
97.8
102.4
92.3
98.3
101.5
100.5
101.1
102,8
74.0
91.1
08
OPENINGS
92.5
116.3
98.1
86.4
90.1
87.3
92.1
83.6
90.1
92.6
92.3
92.5
86.4
105.7
91.0
89.7
84.8
88.6
0920
Plaster
99.7
117.6
111.8
91,1
81,9
84.8
91.6
81.9
85.0
91.9
79.4
83.4
91.1
94,4
93.3
99.4
81.9
87,5
0950, 0980
Ceilings
85.7
117.6
106.9
90.1
81,9
84.6
95.7
81.9
86.5
88.4
79.4
82.4
91.1
94.4
93,3
90.3
81.9
84.7
0960
Flooring
93.6
97.6
94.8
87.4
99,3
91.0
96.9
89.8
94.7
88.5
105.8
93.6
88.2
82.5
86.5
93.7
47.0
79,7
0970, 0990
Wall Finishes
98.3
72.1
82.5
94.6
108.9
103.2
104.7
83.3
91.9
98.3
92.6
94.9
94.6
108.9
103.2
101.9
83.3
90.7
09
FINISHES
COVERS
DIVS. 10
& Gypsum &
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
&
UTIL.
WEIGHTED AVERAGE
93.8
107.1
101.2
92.2
85.9
88.7
98.3
82.6
89.6
91.9
85.7
88.5
92.1
93.5
92.9
93.9
75.4
83,6
100,0
104.5
100.9
100.0
95.3
99.1
100.0
98.6
99.7
100.0
99.3
99,9
100.0
102.3
100.5
100.0
95.2
99.0
100.2
110.6
104.4
99.8
84.3
93.6
95.0
89.1
92.7
95.4
90.9
93.6
95.0
93.9
94.5
95.4
89.0
92.8
98.2
98.9
98.6
88.3
111.1
100.2
93.7
111.1
102.8
91.7
111.1
101.8
88,9
110.1
100.0
89.4
88.3
88.9
97.6
108.8
102.4
94.3
92.7
93.6
98.0
92.6
95.7
95.3
96.8
96.0
92.1
102.2
96.5
96.0
89,7
93.2
PENNSYLVANIA
DOYLESTOWN
DUBOIS
189
158
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
INST.
TOTAL
MAT.
ERIE
164
INST.
TOTAL
110.5
110.5
MAT.
-
165
INST.
TOTAL
113.5
113.5
MAT.
GREENSBURG
HARRISBURG
156
170-171
INST.
TOTAL
110.5
110,5
MAT.
HAZLETON 182
INST.
TOTAL
112.7
112.7
MAT.
INST.
TOTAL
113.5
113.5
94.6
94.6
103.5
91.4
95.1
108.7
102.5
104.4
91.1
105.9
101.5
99.8
104.7
103.2
85.2
104.5
98.7
84.1
105.7
99.3
84.7
129.1
123.0
84.7
83.9
84.0
99.9
88.3
89.9
91.5
95.6
95.1
99.8
89.4
90.8
82.3
90.2
89.1
0310
Concrete Forming
0320
Concrete Reinforcing
91.3
135.0
113.1
89.1
106.7
97.9
93.5
106.5
100.0
89.1
112.5
100.8
98,1
106.7
102.4
91.7
110.5
101.0
0330
Cast-in-Place Concrete
80.3
87.6
83.4
105.7
93.5
100.6
93.1
82.6
88.7
101.7
97.5
100,0
97.1
96,8
97.0
80.3
92.7
85.5
03
CONCRETE
90.0
115.6
102.6
104.8
92.8
98.9
88.6
90.9
89.7
98.4
100.5
99.4
99.2
96.5
97.9
87.0
96.1
91.5
04
MASONRY
97.2
127.9
116.2
114.6
89.6
99.2
86.7
92.8
90.5
125.3
98.5
108.7
95.0
90.6
92.3
106.2
96.5
100.2
05
METALS
97.4
125.6
106.1
97.5
117.6
103.7
93.9
117.0
101.0
97.5
121.9
105.0
106.1
120.3
110.5
99.6
121.4
106.3
06
WOOD, PLASTICS & COMPOSITES
83.1
131.5
110.4
82.6
82.4
82.5
99.2
86.7
92.1
90.5
94.7
92.9
100,1
88.7
93.7
81.6
88.6
85.6
07
THERMAL & MOISTURE PROTECTION
100.6
132.8
113.7
104.3
95.5
100.7
102.3
93.4
98.7
103.9
100.1
102.4
106.2
112.2
108.6
102.0
107.6
104.2
08
OPENINGS
94.7
140.0
105.4
92.1
93.5
92.4
86.6
93.0
88.1
92.1
105.7
95.3
95,8
95.4
95.7
93.0
94.5
93.4
0920
Plaster
89.6
132.2
118.6
90.5
81.7
84.5
99.7
86.0
90.4
92.9
94.4
93.9
103.4
88.1
93.0
90.0
88.0
88.7
0950,0980
Ceilings
84.9
132.2
116.4
95.7
81.7
86.4
85.7
86.0
85.9
94.8
94.4
94.5
99.4
88.1
91.9
86.7
88.0
87,6
0960
Flooring
78.6
136.8
96.0
96.7
105.8
99.4
92.3
93.5
92.7
99.8
69.3
90.7
98.7
93.4
97.1
86.2
96,3
89.2
0970, 0990
Wall Finishes
97.8
70.5
81.4
104.7
108.9
107.2
103.3
92.6
96.9
104.7
108.9
107.2
102.3
91.5
95.8
98.3
105.6
102.7
09
FINISHES
90.6
COVERS
DIVS.
21, 22,
23
26, 27,
3370
MF2010
768
& Gypsum &
Accessories
Board
Acoustic Treatment
&
Painting/Coating
85.1
123.5
106.5
98.6
89.3
93.4
94.3
89.2
91.5
98.7
91.9
94.9
98,8
89.9
93.8
90.2
91.0
100.0
71.9
94.4
100.0
98.6
99.7
100.0
100.9
100.2
100.0
102.1
100.4
100.0
96.4
99.3
100.0
99.1
99.8
95.0
125.4
107.2
95.0
89.5
92.8
99.8
93.1
97.1
95.0
92.8
94.1
100.0
90.7
96.3
95.4
98.8
96.7
ELECTRICAL, COMMUNICATIONS & UTIL.
91.1
126.9
109.8
94.3
111.1
103.1
90.1
87.4
88.7
94.3
111.1
103,1
96.8
88.4
92.4
92.6
91.5
92.0
WEIGHTED AVERAGE
94.6
120.8
98.4
97.1
97.8
94.1
95.0
94.5
98.0
101.6
99.5
99.6
95.9
98.0
95.0
98.8
96.7
10
-
14, 25, 28, 41, 43, 44,
FIRE SUPPRESSION,
46
PLUMBING & HVAC
106.0
City Cost Indexes PENNSYLVANIA INDIANA
JOHNSTOWN
KIHANNING
157
159
162
LANCASTER
MONTROSE
LEHIGH VALLEY
DIVISION
INST.
TOTAL
110.5
110.5
97.9
103.3
101.7
85.8
86.3
MAT.
CONTRACTOR EQUIPMENT
015433 34
0241, 31
& INFRASTRUCTURE, DEMOLITION
SITE
& Accessories
INST.
TOTAL
110.5
110.5
104.2
103.9
104.0
86.2
84.7
84.2
MAT.
175
INST.
TOTAL
113.5
113.5
88.2
106.8
101,3
84.3
87.2
95.8
MAT.
176
180
INST.
TOTAL
112.7
112.7
77.7
104.4
96.5
94.6
91.6
88.9
112.6
102.4
88,4
MAT.
188
INST.
TOTAL
113.5
113.5
87.9
105.1
99,9
89.3
94.2
113.6
106.6
97,5
91.7
111.4
MAT.
INST.
TOTAL
113.5
113.5
86.6
103.4
98.4
110.9
83.3
88.5
87.8
101.5
96.0
108.4
102.2
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
88.4
112.6
100.5
89.7
112.2
100.9
92.2
0330
Cast-in-Place Concrete
99.7
97.3
98.7
110.6
92.9
103.2
86.9
98.0
91.5
80,8
97.7
87.8
86,9
100.9
92.7
85.2
90.9
87.6
03
CONCRETE
95.9
96.3
96.1
104.2
93.7
99.0
84.1
100.8
92,4
90.9
96.5
93.7
93,3
109.4
101.2
92.0
94.1
93.1
04
MASONRY
110.3
100.2
104.1
111.1
88.0
96.8
101.7
100.2
100.8
99,9
90.8
94.3
94.2
101.7
98.8
94.1
96.0
95.3
05
METALS
97.6
121.5
105.0
97.5
120.1
104.5
93,5
123.4
102.7
99.5
119.7
105.7
99.5
121.7
106.4
97.9
115.3
103.2
06
WOOD, PLASTICS & COMPOSITES
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
& Gypsum &
-
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
84,5
82.4
83.3
82,6
82.6
82.6
82.6
94.8
89.5
95.2
88.7
91.5
94.4
117.3
107.3
82,4
88,3
85.8
103.8
97.9
101.4
104.0
93.7
99.8
101.6
100.9
101,3
102,4
98.5
100.8
102.3
103.6
102.8
102,0
92.4
98.1
92.1
95.2
92.8
92,1
91.8
92.0
86.4
102,0
90,1
89.7
99.3
92.0
93.0
116.3
98.5
89.8
93,8
90,8
92.0
81.7
85.0
90.3
81.9
84,6
91.1
94.4
93.3
101.3
88.1
92.3
93.0
117.6
109.7
90.4
87.7
88,6
95.7
81.7
86.4
94,8
81.9
86.2
91.1
94.4
93.3
90.3
88.1
88.8
86.7
117.6
107.2
88.4
87.7
88.0
97.4
105.8
99.9
96.7
100.0
97.7
88.2
105.8
93.5
94.5
93.4
94.2
90.9
97.6
92,9
86.7
58.9
78.4
104.7
108.9
107.2
104.7
108.9
107.2
94.6
108.9
103.2
101.9
58.4
75.7
98.3
67.9
80.0
98.3
105.6
102.7
98.0
90.2
93.7
97.9
88.7
92.8
92.3
97.5
95.2
93.9
86.2
89.6
92.2
105.5
99.6
91.0
84.8
87.5
100.0
100.7
100.1
100,0
98.8
99.8
100.0
102.3
100.5
100,0
96.3
99.3
100.0
104.1
100.8
100.0
99.1
99.8
95.0
92.7
94.1
95,0
89.8
92.9
95.0
96.1
95.4
95.4
90.8
93.5
95.4
110.3
101.4
95.4
98.0
96.4
94.3
111.1
103.1
94.3
111,1
103,1
88.3
111.1
100.2
90.9
45.1
67.0
92,6
133.5
113.9
91,7
97.2
94.5
96.9
100.1
98.3
97.9
97.3
97,7
92.5
103.4
97.3
94.8
89.3
92.4
95,4
112.5
102.9
94.4
97.1
95.6
PENNSYLVANIA
•
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
OIL CITY
161
194
163
INST.
TOTAL
98.0
98.0
92.4
99.8
97.6
96.0
83.5
130.8
TOTAL
113.5
113.5
86.1
106.9
100.7
87.2
97.4
CONTRACTOR EQUIPMENT
0241, 31
NORRISTOWN
INST.
MAT.
015433
NEW CASTLE
MAT.
190
INST.
TOTAL
113.5
113.5
84.7
105.0
99.0
124.3
87.2
83.5
MAT.
MAT.
-
150
191
INST.
POnSVILLE
PITTSBURGH
PHILADELPHIA
TOTAL
MAT.
-
179
152
INST.
TOTAL
111.8
111.8
MAT.
INST.
TOTAL
112.7
112.7
97.5
97.5
99.9
99,2
99.4
103.4
106.7
105.7
80.4
104.6
97.4
84.0
98.7
139.9
134,3
99.0
98,7
98.7
83.2
90.0
89.1
0310
Concrete Forming
0320
Concrete Reinforcing
91.0
93.3
92.2
92.5
142,2
117,3
92.2
93,1
92.6
100.5
142.2
121.3
90.1
112.9
101.5
87.7
103.8
95.7
0330
Cast-in-Place Concrete
84.4
96.9
89.6
79.7
127.5
99.6
82,0
96.5
88.1
94.8
131.7
110.1
105.7
97,7
102.4
86.0
97.9
91.0
03
CONCRETE
82.0
97.6
89.7
86.9
131.4
108.9
80.5
91.2
85.7
98.2
136.9
117.3
101.7
102.0
101.9
94.6
96,6
95.6
04
MASONRY
98.1
98.5
98.4
106.5
125,7
118.4
98.2
95.2
96.3
95.5
130.2
117.0
103.3
103.3
103.3
94.5
92.9
93.5
05
METALS
93.5
114.0
99.8
99,4
130.9
109.1
93.5
112.1
99.2
100.7
131.2
110,1
98.9
122.9
106.3
99.7
118.9
105.6
06
WOOD, PLASTICS & COMPOSITES
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum &
10
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
14, 25, 28, 41, 43, 44,
t UTIL.
WEIGHTED AVERAGE
82.6
98.1
91.4
81.5
131.4
109.7
82.6
80.3
81.3
97.2
141.5
122.2
100.5
98,0
99.1
84,9
88.6
87,0
101.5
97.0
99.7
103.9
132,6
115.6
101.4
94.9
98.8
102.7
135.7
116.1
104.1
102.0
103.3
102.5
107.1
104.3
86.4
98.0
89.2
88,6
142.0
101.2
86.4
80.7
85.1
94,4
147,5
106,9
95.5
107,5
98.3
89.8
92.5
90.4
91.1
97.8
95.7
88.2
132.2
118.1
91.1
79.4
83.2
97.2
142.6
128.1
99.8
97,8
98.5
95.7
88.0
90.5
91.1
97.8
95.6
90,5
132,2
118,3
91,1
79.4
83.3
91.6
142.6
125.6
95.7
97.8
97.1
90.3
88.0
88.8
88.2
58.5
79,4
91.6
139.5
105.9
88.2
105.8
93.5
98.5
139.5
110.7
102.8
108.0
104,3
91.1
93.4
91.8
94.6
108.9
103.2
100.8
147.4
128.8
94.6
108.9
103.2
105.9
154.0
134.8
104.7
121.2
114.6
101.9
105.6
104.1
92.1
91.2
91.6
92.9
133.9
115.7
92.0
88.3
89.9
98.2
141.6
122.4
100.9
102.1
101.6
92.4
91.9
92.1
100.0
102.6
100,5
100.0
111.7
102,3
100.0
100.4
100.1
100.0
120.5
104.1
100.0
102.5
100.5
100.0
96.7
99.3
95.0
93.5
94.4
95.2
125,8
107,4
95.0
92.6
94.0
100.0
130.5
112.2
99.9
101,2
100.4
95.4
98.2
96.5
88.9
88.7
88.8
92.0
148.7
121.6
90.8
110.1
100.9
98.6
148.7
124.7
96.7
111.1
104.2
89.0
91.1
90.1
92.1
97.2
94.4
94.9
129.5
110.0
92.1
97.0
94.3
98.9
133,4
113.9
99.7
105.8
102.3
94.7
98.0
96.1
PENNSYLVANIA
SCRANTON
READING
STATE COLLEGE
STROUDSBURG
SUNBURY
168
183
178
UNIONTOWN
DIVISION
195
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
184
TOTAL
117.0
117.0
96.9
111.5
107.1
99.0
90.5
93.8
CONTRACTOR EQUIPMENT
0241, 31
196
INST.
MAT.
015433
-
-
185
INST.
TOTAL
113.5
113.5
91.1
105.9
101.5
91.7
100.7
90.1
103.9
98.8
94.4
MAT.
INST.
TOTAL
112.7
112.7
81.6
104.2
97,5
91.5
85,4
80.1
108.7
101.6
92.7
106.7
MAT.
INST.
TOTAL
113,5
113.5
85,6
103.5
98.2
80.9
88.7
89.5
99.7
94.7
115.2
MAT.
154
INST.
TOTAL
113.5
113.5
90.9
105.6
101.2
89.4
95.8
88.9
104.9
90.1
MAT.
INST.
TOTAL
110.5
110.5
98.5
104.7
102.8
89.9
79.0
95.7
93.4
106.7
98.4
89.1
112.5
100.8
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
71.5
98.2
82,6
88,7
92.9
90.5
85,6
66.6
77.7
83.6
73,4
79.4
94.0
96.5
95.0
99.7
97.5
98.8
03
CONCRETE
86.2
96.9
91,5
96,1
95.8
96.0
96.3
81.9
89.2
90.8
89.8
90.3
98.2
96.2
97.2
95.5
100.6
98.0
04
MASONRY
96.3
94.0
94.9
94.6
96.5
95.8
99.5
79.2
87.0
91,8
101.3
97,7
93.9
90.4
91.7
127.7
98.5
109.6
05
METALS
99.7
119.2
105,7
101.9
121.2
107.9
97.6
119,0
104.2
99.6
117,8
105.2
99.4
120.0
105.8
97,3
122.0
104.9
06
WOOD, PLASTICS & COMPOSITES
100.3
88.5
93,7
103.0
88.2
94.7
89.7
82.7
85.7
88.6
88.3
88.4
93.2
88.6
90,6
76.4
94.7
86.7
07
THERMAL & MOISTURE PROTECTION
104.3
113.6
108,1
102.4
96.3
99.9
101,6
92.1
97.7
102.1
85.8
95.5
103.5
105.8
104.4
103.7
100.2
102.3
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum
10
&
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
WEIGHTED AVERAGE
46
&
UTIL.
93.1
98.3
94,3
92.5
93,7
92,8
89.6
90.1
89.7
93.0
89.1
92,1
89.9
93.4
90.7
92.0
105.7
95,3
100.4
88.0
92.0
101.9
87,6
92.2
93.1
81.9
85.5
91.4
87.7
88.9
95,2
88.0
90.3
88.4
94.4
92.5
81.5
88.0
85,8
94.6
87,6
89.9
85.8
81.9
83.2
84,9
87.7
86.8
86,8
88,0
87.6
94.8
94.4
94.5
95.5
93.4
94.9
93.6
108.9
98.2
91.4
99.3
93.8
89.0
52.3
78,0
91.8
89.3
91.0
94.4
105.8
97.8
99.5
105.6
103.1
98.3
105.6
102.7
98.3
108.9
104.7
98.3
66.0
78.9
101.9
105,6
104.1
104.7
108.9
107.2
94.0
91.5
92,6
96.0
94.6
95.2
91.2
85.9
88.3
90,9
80.3
85.0
93.1
90.6
91.7
96.5
97.3
96.9
100.0
99.0
99.8
100.0
99.1
99,8
100.0
91.8
98.4
100.0
63.5
92.7
100.0
95.9
99.2
100.0
102.1
100.4
100.2
107.3
103.0
100.2
98.8
99.6
95.4
84.6
91.1
95,4
100.5
97.4
95.4
90.4
93.4
95.0
92.8
94,1
98.7
91.1
94.7
98.2
97.2
97.7
90,8
111.1
101.4
92.6
142.5
118.6
89.3
93.0
91.2
91.3
111.1
101.6
97,1
101.1
98.8
98.3
99.7
98.9
94,9
93.0
94.1
94,9
102.0
98.0
95.5
96.3
95.8
97.1
102.2
99.4
769
City Cost Indexes PENNSYLVANIA
DM^iON
WASHINGTON
WELLSBORO
WESTCHESTER
153
169
193
INST.
TOTAL
110.5
110.5
98.6
104.7
102.9
85.9
95.8
MAT.
INST.
TOTAL
113.5
113.5
93.1
103.3
100.3
94.5
87.3
87.1
MAT.
013433
CONTRACTOR EQUIPMENT
0241,31-34
SITE
0310
Concrete Forming
0320
Concrete Reinforcing
89.1
112.6
100.9
92.7
0330
Cast-in-Place Concrete
99.7
97.6
98.8
03
CONCRETE
96.0
100.6
04
MASONRY
109.8
05
METALS
97.2
06
WOOD, PLASTICS & COMPOSITES
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0%0
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
21,22,23
FIRE SUPPRESSION,
3370
26, 27,
& INFRASTRUCTURE, DEMOLITION & Accessories
& Gypsum &
10
-
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
MAT.
WILKES-BARRE 186
TOTAL
INST.
MAT.
-
WILLIAMSPORT
187
YORK
177
INST.
TOTAL
113.5
113.5
MAT.
173
INST.
TOTAL
113.5
113,5
MAT.
-
174
INST.
TOTAL
112.7
112.7
98.0
98.0
98.0
97.2
97.4
83.7
105.7
99.2
82.7
104.2
97.8
81.1
104.5
97.5
87.1
90.1
129.3
123.9
91.3
90.4
90.5
92,3
61.5
65,7
86.6
89.5
89.1
108.3
100.5
91.7
109.7
100.7
93.5
110.5
102.0
89.4
66.6
78.0
90.1
106.7
98.4
89.7
88.8
89.3
88.2
126.7
104.2
80.3
92.6
85.4
79.6
74,3
77.4
86.4
97.9
91.2
98.3
98.5
92.8
95.7
94.3
124.4
109.1
87.9
96.2
92,0
86.0
68.8
77.5
95.8
96.9
96.4
100.2
103.9
100.2
90.4
94.2
101.2
125.7
116.3
106.6
96.1
100.1
86.4
94.2
91.2
94,9
90.8
92.4
122.3
105.0
97.7
115.4
103.1
99.4
114.9
LD4.2
97.8
121,8
105,2
99.5
100.2
99.7
101.1
120.3
107,0
84.6
94.7
90.3
87.1
88.6
87.9
88.8
131.4
112.8
91.0
88.6
89.7
89.6
52,2
68.5
88.7
88,7
88.7
103.8
100.6
102.5
102.6
90.3
97.6
104.3
131.7
115.4
102.0
107.4
104.2
103,0
103.3
103.1
102.5
112.2
106.5
92.0
105.7
95.3
92.5
94.0
92.9
88.6
125.7
97.4
89.8
100.4
92.3
89,9
54.8
81.6
89.8
95.4
91.1
91.8
94.4
93.5
91.3
88.0
89.1
90.0
132.2
118.7
92.3
88.0
89,4
95.7
50.5
64.9
96.8
88,1
90.9
94.8
94.4
94.5
85.8
88.0
87.3
90.5
132.2
118.3
88.4
88.0
88.2
90.3
50.5
63.8
89.3
88.1
88.5
97.5
105.8
100.0
88.2
51.7
77.3
94.4
139.5
107.9
89.8
96.3
91.7
90.8
50.6
78.8
92.3
93.4
92,6
104.7
106.8
106.0
98.3
105.6
102.7
100.8
147.4
128.8
98.3
105.6
102.7
101.9
105.6
104.1
101,9
91,5
95.6
97.8
97.3
97.6
91.6
82.6
86.6
94.4
131.9
115.3
91.9
92.3
92,1
92.9
63.1
76.3
92.7
89.9
91.1
100.0
102.1
100.4
100.0
95.8
99.2
100.0
115.5
103.1
100.0
99.0
99,8
100.0
93.2
98.6
100,0
96.5
99.3
95.0
96.0
95.4
95.4
89.6
93.0
95.2
125.5
107.3
95.4
98.7
96.7
95.4
91.4
93.8
100.2
90.8
96.4
93.7
111.1
102.8
91.7
83.3
87.3
91.9
117.6
105.3
92.6
91.5
92.0
89.8
47.7
67,8
90.9
88.4
89.6
103.2
99.5
95.9
92.3
94.3
95.8
121.7
107.1
94.7
99.2
96.7
93.6
79.3
87,4
96.5
96.0
96.3
96.7
PUERTO RICO
RHODE ISLAND
SOUTH CAROLINA
SAN JUAN
NEWPORT
PROVIDENCE
AIKEN
BEAUFORT
009
028
029
298
299
CHARLESTON
DIVISION
MAT.
015433
CONTRACTOR EQUIPMENT
0241,31-34
SITE
0310
Concrete Forming
0320
INST.
TOTAL
MAT.
INST.
TOTAL
102.1
102.1
MAT.
INST.
TOTAL
102.1
102.1
MAT.
INST.
TOTAL
100.5
100.5
MAT.
294
INST.
TOTAL
100.5
100,5
MAT.
INST.
TOTAL
100,5
100,5
90.2
90.2
132.3
90.5
103.0
90.6
104.2
100.2
92.0
104.2
100.6
118.8
87.1
96.5
113.9
85.3
93.8
97.9
86.0
89.5
93.7
18.1
28.4
102.6
120.6
118.1
103.9
120.6
118.3
98.6
68.9
73.0
97.5
38.8
46,8
96.5
64.4
68.8
Concrete Reinforcing
191.6
13.1
102.5
106.8
153.9
130.3
103.4
153.9
128.6
94.8
67.3
81.0
93.9
26.6
60.3
93.7
61.2
77.5
0330
Cast-in-Place Concrete
103.7
31.2
73.6
80.3
124.1
98.5
96.9
124.1
108.2
80.9
70.8
76.7
80.9
47.8
67.2
94.9
50.2
76.3
03
CONCRETE
110.5
22.7
67.2
96.1
127.4
111.6
103.6
127.4
115.3
101.3
70.4
86.0
98.6
41,7
70.5
94.1
60.2
77.3
04
MASONRY
83.6
17.2
42.5
96.4
128.9
116.5
100.6
128.9
118.1
73.9
62.5
66.8
87.4
33.8
54.3
88.6
41.6
59.6
05
METALS
117.2
34.9
91.8
99.4
126.8
107.8
106.5
126.8
112.8
92.9
85.1
90,5
92.9
69.3
85.6
94.8
81.6
90.7 81.5
& INFRASTRUCTURE, DEMOLITION
&
Accessories
06
WOOD, PLASTICS & COMPOSITES
97.0
17.9
52.4
101.9
119.8
112.0
104.2
119.8
113.0
99.2
70.1
82.8
97.6
38,7
64.3
96,4
70.0
07
THERMAL & MOISTURE PROTECTION
129.7
21.3
85.7
101.5
120.4
109.2
102.3
120.4
109.6
105.3
67.7
90.0
105.0
39.6
78.5
104.2
48.2
81.5
08
OPENINGS
150.1
15.1
118.2
98.1
128.0
105.1
100.9
128.0
107.3
92.5
66.3
86.3
92.6
37.5
79.5
96.0
64.8
88,6
0920
Plaster
82.0
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum &
10
-
Board
Acoustic Treatment
&
Painting/Coating
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
14, 25, 28, 41, 43, 44,
&
UTIL.
WEIGHTED AVERAGE
154.5
15.3
59.8
94.7
119.8
111.8
97.0
119.8
112.5
104.6
69.1
80.4
108.1
36.6
59.4
109.8
68.9
230.8
15.3
87.4
95.3
119.8
111.6
95.2
119.8
111.6
96.0
69.1
78.1
99,5
36.6
57.7
99.5
68.9
79.1
225.0
13.4
161.7
99.8
140.3
111.9
100.4
140.3
112.4
104.8
69.7
94.3
106.1
52.1
90.0
105.8
59.3
91.9
203.3
17.2
91.4
96.0
124.2
112.9
94.4
124.2
112.3
105.7
71.9
85.4
105.7
35,4
63.5
105.7
68.3
83.2
214.4
17.4
104.6
98.6
124.7
113.2
98.0
124.7
112.9
102.4
69.5
84,0
103.5
40.7
68.5
101.6
64.9
81.2
100.0
16.5
83.3
100.0
105.8
101.2
100.0
105.8
101.2
100.0
73.6
94.7
100.0
72.1
94.4
100.0
70.7
94.1
102.8
14.2
67.3
100.1
108.4
103.4
99.9
108.4
103.3
95.5
64.5
83.0
95.5
37.3
72.1
100.4
54.9
82.1
126.9
13.5
67.7
101.5
100.4
100.9
102.5
100.4
101.4
96.8
67.4
81.5
100,7
34.4
66.1
99.0
90.9
94.8
122.1
24.6
79.7
99.0
116.6
106.6
101.5
116.6
108.1
96.4
70,4
85.1
97.1
45.7
74.7
97.7
66,4
84.1
SOUTH DAKOTA
SOUTH CAROLINA COLUMBIA 290
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
GREENVILLE
295
296
94.4
53.5
98.9
37.5
45,9
47.1
99.0
46.2
94.5
39.6
46.1
46.3
90,7
52.9
96.0
84.6
46.1
94.5
85.6
89.3
51.5
52.9
95.4
99.0
94.3
102.7
84.6
90.7
92.5
89.5
100.5
100.4
85.6
86.0
85.9
100.5
100.5
102.9
107.9
98.0
TOTAL
99.0
TOTAL
100.5
100.5
100.5
100.5
INST.
INST.
TOTAL
MAT.
574
293
INST.
100.5
100.5
100.5
MAT.
ABERDEEN
SPARTANBURG
HILL
297
TOTAL
TOTAL
MAT.
ROCK
INST.
INST.
TOTAL
CONTRACTOR EQUIPMENT
0241, 31
292
INST.
MAT.
015433
-
FLORENCE
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
96.8
61.0
78.9
93.3
61.2
77.3
93.2
45.9
69.6
94.1
45.6
69.8
93.2
58.9
76.1
100,5
39.3
69.9
0330
CastnrvPIace Concrete
97.9
50.7
78.3
80.9
50.0
68.1
80.9
49.9
68.0
80.9
44.5
65,8
80.9
50.0
68.1
110.5
44.5
83.1
03
CONCRETE
95.9
52.2
74.3
93.3
52.0
72.9
92.2
49.1
70.9
90.3
44,2
67.5
92.4
51.6
72.3
103.7
41.7
73.1
04
MASONRY
85.5
38.3
56.3
74.0
41.6
54.0
72.0
41.6
53.2
94.1
35.2
57.7
74,0
41.6
54,0
104.8
55.8
74.5
05
METALS
92.1
80.8
88.6
93.7
81.2
89.8
93.7
75.7
88.1
92.9
72.4
86.6
93.7
80.4
89.6
98.4
65.2
88.2
06
WOOD, PLASTICS & COMPOSITES
100.4
45.8
69.6
82.1
45.8
61.6
96.0
45.8
67.7
94.3
39,8
63.5
100.3
45.8
69.6
96.3
36.8
62.8
07
THERMAL & MOISTURE PROTECTION
100.0
44.2
77.4
104.5
45.7
80.6
104.4
45.7
80.6
104.3
40.5
78,4
104.5
45.7
80.6
104.3
48.8
81,8
08
OPENINGS
97.5
51.7
86.7
92.6
51.7
82.9
92.5
48.1
82.0
92.6
40.3
80.2
92.5
51.1
82.7
93.9
37.6
80.6
0920
Plaster
102.7
44.0
62.8
97.4
44.0
61.0
103.1
44.0
62.9
102.4
37.7
58.4
106.1
44.0
63.8
106.1
35.1
57.8
0950, 0980
Ceilings
101.2
44.0
63.1
96.9
44.0
61.7
96.0
44.0
61.4
96.0
37.7
57.2
96,0
44.0
61.4
108.2
35.1
59.6
0960
Flooring
99.7
44.4
83.1
98.4
44.4
82.3
103.7
58.2
90.1
102.9
45.3
85.7
105.0
58.2
91.0
111.1
51.2
93.2
0970,0990
Wall Finishes
102.4
68.3
81.9
105.7
68.3
83.2
105.7
68.3
83.2
105.7
40.0
66.2
105,7
68.3
83.2
95.6
37.9
60.9
09
FINISHES
99.7
47.7
70.7
98.5
48.1
70.4
100.2
50.4
72.5
99.6
40.2
66.5
101.0
50.4
72.8
106.0
39,7
69.1
COVERS
DIVS. 10
100.0
67.9
93.6
100.0
67.9
93.6
100.0
67.9
93.6
100.0
66.2
93.2
100.0
67.9
93.6
100.0
41.7
88.3
21,22,23
nRE SUPPRESSION, PLUMBING & HVAC
100.0
53.2
81.2
100.4
53.3
81.5
100.4
53.1
81.4
95.5
45,2
75.3
100.4
53.3
81.5
100.2
40.6
76.3
99.0
61.1
79.3
96.8
61.1
78.2
99.0
58.0
77.6
99.0
57.9
77.6
99.0
58.0
77.6
99.2
52.4
74.7
97.2
57.3
79.8
96.2
57.8
79.4
96.2
56.5
78.9
95.6
51.2
76.3
96.4
57.4
79,5
100.1
50.6
78.6
26, 27,
3370
MF2010
770
& Gypsum &
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
ELECTRICAL, COMMUNICATIONS
WEIGHTED AVERAGE
46
& UTIL.
•
City Cost Indexes SOUTH DAKOTA MITCHELL
MOBRIDGE
PIERRE
RAPID CITY
573
576
575
577
WATERTOWN
SIOUX FALLS
DIVISION
INST.
TOTAL
99.0
99.0
91.2
94.5
93.5
98.1
37.8
99.9
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
& INFRASTRUCTURE, DEMOLITION
SITE
&
INST.
TOTAL
99.0
99.0
93.0
94.6
94.1
44.7
101.3
39.3
39.3
70.9
104.3
INST.
TOTAL
99.0
99.0
91.2
94.5
93.5
46.1
88.8
37.7
47.8
73.9
102.5
MAT.
MAT.
570
INST.
TOTAL
99.0
99.0
92.8
94.6
94.1
47.8
106.7
37.5
71.5
87.9
94.0
MAT.
-
572
571
INST.
TOTAL
100.0
100.0
92.4
96.2
95.1
47.0
104.1
41.4
71.6
82.8
101.7
MAT.
INST.
TOTAL
99.0
99.0
91.1
94.5
93.5
50.0
85.4
37.5
44.1
71.5
86.6
97.1
39.4
68.3
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
107.4
43.3
80.8
107.4
44.5
81.3
96.8
43.2
74.6
106.5
43.8
80.5
102.8
44.0
78.4
107.4
47.0
82.3
03
CONCRETE
101.3
42.9
72.5
101.1
41.8
71.8
97.3
48.1
73.0
100.6
47.6
74.4
99.2
49.3
74.6
100.0
42.6
71.7
04
MASONRY
93.9
54.2
69.4
102.5
55.8
73.6
103.2
54.4
73.0
102.6
57.4
74.6
97.5
54.6
70.9
127.0
58.5
84.6
05
METALS
97.4
65.4
87.6
97.5
65.2
87.5
99.7
80.1
93.6
100.2
80.7
94.2
101.4
80.3
94.9
97.4
65.8
87.7
06
WOOD, PLASTICS & COMPOSITES
95.2
37.4
62.6
83.9
37.1
57.5
98.2
37.6
64.0
100.1
34.1
62.9
96.2
40.2
64.6
80.3
36.8
55.8
07
THERMAL & MOISTURE PROTECTION
104.1
46.8
80.9
104.2
48.8
81.7
105.1
47.1
81.5
104.7
49.0
82.1
109.3
49.4
85.0
104.0
49.5
81.9
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
& Gypsum &
10
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14. 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
92.7
38.2
79.8
95.1
37.2
81.4
101.6
47.3
88.7
97.5
45.4
85.2
98.9
48.7
87.0
92.7
37.3
79.6
104.5
35.7
57.7
97.2
35.4
55.1
97.2
35.9
55.5
105.6
32.3
55.8
97.3
38.6
57.4
95.2
35.1
54.3
104.6
35.7
58.7
108.2
35.4
59.7
106.4
35.9
59.5
110.8
32.3
58.6
107.3
38.6
61.6
104.6
35.1
58.4
110.7
51.2
93.0
106.4
51.2
89.9
110.5
36.5
88.4
110.4
80.1
101.4
105.9
76.3
97.1
105.1
51.2
89.0
95.6
41.5
63.1
95.6
42.6
63.7
99.1
45.5
66.9
95.6
45.5
65.5
93.9
45.5
64.8
95.6
37.9
60.9
104.8
40.4
68.9
103.3
40.3
68.2
105.5
38.2
68.0
106.3
44.9
72.1
103.8
47.5
72.4
101.9
39.7
67.2
100.0
38.7
87.7
100.0
41.7
88.3
100.0
77.9
95.6
100.0
77.8
95.6
100.0
78.3
95.7
100.0
41.7
88.3
95.3
40.3
73.2
95.3
40.8
73.4
100.0
64.6
85.8
100.2
65.1
86.1
100.1
39.4
75.8
95.3
40.8
73.4
97.5
45.0
70.1
99.2
45.9
71.4
104.6
52.4
77.4
95.7
52.5
73.1
97.4
76.9
86.7
96.7
45.9
70.2
97.5
49.5
76.6
98.1
49.8
77.1
100.8
59.2
82.7
100.0
60.3
82.7
100.0
58.8
82.1
98.5
50.2
77.5
TENNESSEE
CHAnANOOGA
COLUMBIA
COOKEVILLE
JACKSON
384
385
383
JOHNSON
KNOXVILLE
CfTY
DIVISION
373
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
04
MASONRY
Accessories
INST.
TOTAL
TOTAL
98.8
98.8
104.9
104.9
92.0
87.6
88.9
95.1
97.9
97.1
66.1
82.5
36.3
42.6
89.0
46.0
63.2
75.4
87.7
63.2
75.4
87.6
91.8
52.4
75.5
93.6
61.2
77.6
104.0
44.3
79.2
103.2
46.3
75.1
72.1
118.0
55.5
79.3
112.3
44.5
TOTAL
98.8
98.8
86.7
88.1
87.7
62.3
82.3
63.5
63.2
76.6
87.7
100.0
60.4
83.5
93.8
60.8
77.5
108.3
49.7
104.8
104.8
103.4
99.6
100.7
97.9
56.6
89.9
MAT.
MAT.
377
376
INST.
INST.
TOTAL
CONTRACTOR EQUIPMENT
0241, 31
374
INST.
MAT.
015433
-
-
379
INST.
TOTAL
98.7
98.7
89.5
88.9
89.1
45.6
96.4
42.4
49.8
62.1
76.3
89.9
62.2
76.1
80.4
61.0
72.4
93.9
48.8
75.2
100.2
53.2
77.0
91.2
50.3
71.1
123.3
45.6
75.2
85.2
53.0
65.3
INST.
TOTAL
98.7
98.7
110.7
88.4
95.1
51.9
84.6
39.4
64.0
75.8
90.5
101.6
50.1
80.2
94.7
52.7
74.0
70.4
118.2
48.0
74.8
MAT.
MAT.
MAT.
05
METALS
97.7
87.4
94.5
91.5
87.6
90.3
91.6
87.5
90.3
93.8
87.6
91.9
94.9
86.4
92.3
98.3
86.7
94.7
06
WOOD, PLASTICS & COMPOSITES
107.1
58.6
79.8
73.0
65.9
69.0
73.2
34.4
51.3
88.9
46.4
65.0
79.1
37.8
55.8
93.4
37.8
62.0
07
THERMAL & MOISTURE PROTECTION
100.1
57.6
82.8
93.7
60.2
80.1
94.1
46.5
74.8
96.0
55.0
79.3
95.2
53.5
78.3
93.3
58.2
79.0
08
OPENINGS
101.7
57.1
91.2
92.5
59.3
84.6
92.5
43.2
80.8
100.1
52.9
88.9
98.0
46.2
85.7
95.3
46.2
83.7
0920
Plaster
82.0
57.8
65.6
85.1
65.3
71.6
85.1
32.8
49.5
86.8
45.2
58.5
99.3
36.3
56.5
106.9
36.3
58.9
0950, 0980
Ceilings
97.1
57.8
71.0
81.5
65.3
70.7
81.5
32.8
49.1
90.3
45.2
60.3
93.3
36.3
55.4
94.2
36.3
55.7
0960
Flooring
98.2
57.7
86.1
94.5
20.9
72.5
94.5
59.7
84.1
91.6
41.5
76.6
97.2
41.4
80.5
101.3
56.8
88.0
0970, 0990
Wall Finishes
97.0
53.9
71.1
87.7
34.1
55.5
87.7
37.3
57.4
89.2
50.6
66.0
94.3
43.0
63.5
94.3
49.6
67.4
09
FINISHES
94.5
56.6
73.4
92.3
53.2
70.5
92.8
39.3
63.0
91.9
44.7
65.6
99.1
38.9
65.6
92.1
44.6
65.6
COVERS
DIVS.
100.0
42.4
88.5
100.0
49.2
89.8
100.0
42.1
88.4
100.0
44.2
88.8
100.0
44.3
88.8
100.0
46.8
89.3
21, 22, 23
FIRE SUPPRESSION,
100.2
61.9
84.9
97.4
79.8
90.3
97.4
74.2
88.1
100.1
69.5
87.8
100.0
60.4
84.1
100.0
65.7
86.2
101.9
69.8
85.1
92.6
58.8
75.0
94.4
63.1
78.0
99.5
59.9
78.8
91.9
47.4
68.7
97.8
57.3
76.6
99.5
65.5
84.7
95.3
67.5
83.2
96.4
60.4
80.7
98.3
62.5
82.7
99.2
56.7
80.7
96.2
60.5
80.6
26, 27,
3370
MF2010
& Gypsum &
10
-
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
46
PLUMBING & HVAC
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
TENNESSEE
TEXAS
MEMPHIS
MCKENZIE
•
NASHVILLE
AMARILLO
ABILENE
AUSTIN
DIVISION
382
0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
370
381
TOTAL
103.2
103.2
93.0
94.6
94.1
46.0
95.4
64.7
63.9
75.9
95.5
TOTAL
98.8
98.8
91.7
87.7
88.9
90.1
39.0
87.8
CONTRACTOR EQUIPMENT
-
INST.
INST.
MAT.
015433
375,380
372
795
INST.
TOTAL
105.2
105.2
97.7
100.3
99.6
68.9
99.3
65.7
64.5
80.0
97.2
92.4
61.9
79.8
MAT.
-
790
796
INST.
TOTAL
89.7
89.7
94.0
86.7
88.8
70.3
100.3
38.9
63.6
80.4
89.4
89.4
66.0
79.7
MAT.
-
786
791
-
787
INST.
TOTAL
89.0
89.0
95.8
86.8
89.5
59.2
96.9
54.3
60.2
51.7
72.5
91.1
49.4
70.2
92.5
53.9
76.5
93.3
61.7
80.2
INST.
TOTAL
89.7
89.7
92.7
87.7
89.2
47.3
101.2
52.5
51.7
70.6
93.2
100.1
47.4
78.2
MAT.
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Castnn-Place Concrete
101.8
58.3
83.7
03
CONCRETE
101.9
52.4
77.5
91.6
65.2
78.6
90.6
66.9
78.9
98.3
45.5
72.2
97.5
53.7
75.9
92.7
56.7
74.9
04
MASONRY
116.5
47.0
73.5
100.1
63.2
77.3
91.0
59.3
71.4
98.7
56.9
72.9
100.5
57.7
74.0
99.5
45.8
66.3
91.6
87.8
90.4
99.0
89.3
96.0
99.5
88.7
96.2
100.6
68.5
90.7
96.1
68.9
87.7
97.3
64.8
87.3
82.1
37.1
56.7
96.4
66.6
79.6
106.2
66.5
83.8
104.2
37.3
66.4
98.2
54.7
73.7
93.4
58.1
73.5
94.1
49.5
76.0
95.5
64.0
82.7
97.1
61.7
82.7
101.2
49.6
80.2
101.8
53.5
82.2
101.1
49.6
80.2
92.5
45.1
81.3
101.3
64.6
92.6
101.5
64.7
92.8
92.8
41.0
80.5
94.3
52.8
84.5
101.9
55.1
90.8
88.0
35.6
52.4
92.8
65.9
74.5
95.0
65.9
75.2
86.2
35.8
51.9
92.4
53.8
66.2
88.6
57.3
67.3
Accessories
05
METALS
06
WOOD, PLASTICS
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
21, 22, 23
FIRE SUPPRESSION,
26, 27,
3370
MF2010
8i
& Gypsum &
COMPOSITES
Board
Acoustic Treatment
&
Painting/Coating
10-14, 25,
28, 41,43, 44,
46
PLUMBING & HVAC
81.5
35.6
51.0
95.4
65.9
75.8
92.1
65.9
74.6
93.3
35.8
55.1
102.3
53.8
70.0
99.4
57.3
71.4
97.2
40.1
80.1
98.9
36.7
80.3
97.4
65.4
87.9
113.4
77.9
102.8
108.3
77.9
99.2
105.5
40.2
86.0
87.7
50.6
65.4
91.9
56.0
70.3
95.3
73.6
82.2
98.8
50.2
69.6
98.9
49.5
69.2
102.8
40.8
65.6
93.9
39.1
63.3
96.5
58.4
75.3
94.8
66.4
79.0
96.2
46.4
68.5
99.3
56.9
75.6
100.1
50.3
72.4
100.0
28.2
85.6
100.0
82.1
96.4
100.0
82.6
96.5
100.0
76.1
95.2
100.0
67.7
93.5
100.0
78.3
95.7 82.5
97.4
69.8
86.3
100.0
74.9
90.0
100.0
83.2
93.3
100.3
46.0
78.5
100.1
50.8
80.3
100.1
56.1
ELECTRICAL, COMMUNICATIONS & UTIL.
94.1
64.4
78.6
100.9
64.9
82.1
97.6
63.1
79.6
94.9
48.7
70.7
98.7
64.6
80.9
97.0
62.1
78.8
WEIGHTED AVERAGE
96.6
60.4
80.9
98.5
71.3
86.7
97.9
74.1
87.5
98.3
53.6
78.8
98.2
60.0
81.6
98.6
59.1
81.4
771
City Cost Indexes TEXAS
BEAUMONT
BROWNWOOD
BRYAN
CHILDRESS
768
778
792
CORPUS CHRISTl
nn/iCiHN
776
34
-
& INFRASTRUCTURE, DEMOLITION
SITE
&
Accessories
INST.
TOTAL
89.7
89.7
100.5
86.1
90.4
56.4
97.7
33.0
TOTAL
91.2
91.2
89.0
87.6
88.0
106.7
48.4
CONTRACTOR EQUIPMENT
0241, 31
777
INST.
MAT.
015433
-
MAT.
INST.
TOTAL
91.2
91.2
80.7
90.3
87.5
41.8
84.5
45.5
MAT.
783
INST.
TOTAL
89.7
89.7
103.1
87,0
91.8
50,8
98.7
61.9
MAT.
MAT.
-
DALLAS
784
INST.
752
TOTAL
MAT.
-
753
INST.
TOTAL
99.1
99.1
96.2
96.2
138.3
82.8
99,3
107.7
88.2
94.0
66.9
98.8
39.8
47.9
97.5
64.1
68.7 76.0
0310
Concrete Forming
0320
Concrete Reinforcing
89.0
41.5
65.3
91.7
50.7
71.3
91.3
49.5
70.4
89.5
51.0
70.3
84.6
47.2
65,9
99,1
52,8
0330
Cast-in-Place Concrete
86.8
51.7
72.2
105.3
42.7
79.3
69.6
65.7
68.0
102.7
49.4
80.6
109.1
46.9
83.3
96.4
54.8
79.1
03
CONCRETE
96.2
49.3
73.1
105.2
40.8
73.4
80.7
54,5
67.8
107.8
56.2
82.3
99.0
45.5
72.6
99.6
60.1
80.1
04
MASONRY
99.8
57.3
73.5
130.0
48.3
79.5
137.2
56.3
87.2
102.9
49.8
70.0
88.6
51.4
65.6
101.9
56.5
73.8
05
METALS
95.2
64.6
85.8
97,3
62.8
86.6
94.8
70.5
.g7.3
98.1
65.7
88.1
92.7
75.0
87.2
100,6
79.6
94.1
06
WOOD, PLASTICS & COMPOSITES
114.0
48.4
77.0
101.5
29,2
60.7
79.0
39.6
56.8
103.5
67.5
83.2
116.8
38.2
72.4
102.3
67.6
82.7
07
THERMAL & MOISTURE PROTECTION
103.5
55.5
84.0
100.1
44.1
77.4
95.4
56.2
79.5
101.7
48.8
80.3
102.3
48.4
80.4
92.1
62.5
80.1
08
OPENINGS
94.4
45.2
82.8
91.6
37.0
78.7
97.4
45.9
85.2
90.0
56.6
82.1
106.7
39.5
90.8
103.9
58.4
93.2
0920
Plaster
97.4
47.3
63.4
87.8
27.5
46.8
84.7
38.3
53.1
85.8
66.9
73.0
93.9
36.7
54.9
96.7
66,9
76.4
0950, 0980
Ceilings
95.5
47.3
63.5
91.7
27.5
49.0
89.0
38.3
55.3
91.5
66,9
75.2
91,5
36.7
55.0
103.4
66.9
79.1
0960
Flooring
109.1
74.3
98,7
109.2
45,5
90,1
84,2
62.9
77.9
111.6
41.6
90.7
115.4
64.2
100.1
107.8
48.6
90.1
0970, 0990
Wall Finishes
96.1
48.6
67.6
96,3
29.8
56.3
92.6
62.5
74.5
98.8
38.6
62.7
115,0
57.7
80.6
105,5
51.5
73.1
09
FINISHES
90.2
52.7
69.4
95,3
34.0
61.2
79.5
48.8
62,4
96,4
56.8
74.4
103.7
45.6
71,3
100.4
60.4
78.1
COVERS
DIVS.
41,43,44,46
100.0
79.4
95.9
100.0
37.3
87.4
100.0
79.8
96.0
100,0
70.0
94.0
100.0
78.3
95.7
100.0
82.0
96.4
PLUMBING & HVAC
100.2
59.7
83.9
95.3
49.1
76.8
95.3
65.9
83.5
95.4
52.3
78.1
100,2
40,0
76.0
100.0
62.1
84.8
92.1
70.8
81.0
93.2
43.7
67.4
90.2
67.7
78.4
94,9
43.4
68.0
91.8
61.4
76,0
95.7
65.2
79.7
96.7
61.2
81.2
98.5
48,4
76.7
94.1
63.0
80.5
97.9
56.9
80.0
99.7
53.7
79.6
100.1
65,8
85.2
& Gypsum Board &
10-
Acoustic Treatment
&
Painting/Coating
14, 25, 28,
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
TEXAS DEL RIO
DENTON
EASTLAND
788
762
764
FORT WORTH
EL PASO
GALVESTON
DIVISION
0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
TOTAL
95.7
95.7
100.5
79.3
85.6
44.6
104.6
32.3
46.7
66.0
93.0
TOTAL
89.0
89,0
119.1
85.4
95.4
95.3
36.5
85.2
CONTRACTOR EQUIPMENT
015433
INST.
INST.
MAT.
MAT.
MAT.
INST.
798
TOTAL
MAT.
760
799,885
-
INST.
TOTAL
89.8
89.8
89.7
89.7
103.1
86.0
91.1
95,1
86.1
88.8
42.2
98,5
35.8
44.4
97,2
43.8
51,0
72.1
92.0
50.7
71,3
97,5
81.5
44,4
66.1
111.3
43.3
83,1
MAT.
-
775
761
INST.
TOTAL
MAT.
INST.
TOTAL
100.1
100.1
89.7
89.7
97.4
87,1
90.1
108.0
88.1
94.1
51.1
96.9
63.5
68.1
94.2
65.6
69.5
45.8
71,7
97.3
52.7
75.0
90.8
62.8
76.8
96.6
41.3
73.7
98.6
50.7
78.7
92.3
66.9
81.8 82.3
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
117.4
42.8
86.4
03
CONCRETE
119.8
41.7
81,3
82.8
42.0
62.7
110.0
42.4
76.6
99.9
44.3
72.5
100.7
57.7
79.5
97,2
67.1
04
MASONRY
103.6
50.0
70,4
138,8
47.1
82.1
99.9
48.2
67.9
96.5
46,9
65.8
98.4
56.4
72.4
95.9
56.4
71.5
05
METALS
92.5
60.8
82.7
96.9
75.5
90.3
97.1
63.2
86,6
95.3
62.6
85.2
98,8
68.5
89,5
96,3
88.8
94,0
06
WOOD, PLASTICS & COMPOSITES
97.0
34.6
61.8
112.9
31.9
67.2
108.3
32,8
65,7
99.9
45.8
69.4
99.5
67.5
81.4
96.4
66.4
79.4
07
THERMAL & MOISTURE PROTECTION
99.2
43.6
76.6
98.3
44.1
76.3
100.5
44.2
77.6
98.9
54.5
80.9
98.4
52.6
79.8
94.5
65.3
82,6
08
OPENINGS
99.3
33.9
83,9
107,8
37,5
91,1
72.9
39.0
64,9
91.2
43.9
80.0
98.7
58.3
89.2
101,8
64.0
92.9
0920
Plaster
89.7
33.0
51.2
92.3
30.2
50.0
87.8
31.2
49,3
93,7
44.6
60.3
92.0
66.9
74.9
92.0
65.7
74.1
0950, 0980
Ceilings
87.8
33.0
51.4
96.2
30.2
52.2
91.7
31.2
51.4
95.9
44.6
61.7
102,3
66.9
78.8
91.6
65.7
74.4
0960
Flooring
97.3
34.7
78.6
102.5
43.5
84.8
141.2
45.5
112.6
114.0
63.5
98.9
137.1
41.4
108,5
98.1
62.9
87.6
0970, 0990
Wall Finishes
101.3
38.4
63.5
106.2
29.6
60.2
97.8
30.5
57.4
93.2
34.9
58.2
95.2
51.1
68.7
104.3
47.0
69,9
09
FINISHES
95.8
36.0
62.5
92.0
33.5
59,4
104.8
36.3
66.6
99.2
46.5
69.9
107.4
58.8
80.3
88.8
63.0
74.4
COVERS
DIVS.
100.0
37.1
87.4
100,0
36.0
87.2
100.0
38.4
87.7
100.0
77.3
95.4
100.0
81.7
96.3
100.0
84.3
96.9
95.2
46.9
75.8
95.3
37.9
72.3
95.3
49.4
76.9
100.0
34.2
73.6
100,0
57.7
83.1
95,2
66.0
83.5
94.0
30.1
60.6
95.6
43.8
68.6
93.1
43.8
67.3
92./
54.9
73.0
94,5
62.4
77,8
91.7
69.5
80,1
99.4
46.2
76.3
98,2
46,6
75.7
96.5
49.1
75,9
97.2
50.6
76.9
99.6
62.5
83.5
96.3
69.7
84.7
Accessories
& Gypsum Board &
10
-
Acoustic Treatment
&
Painting/Coating
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
14, 25, 28, 41, 43, 44,
&
UTIL.
WEIGHTED AVERAGE
TEXAS GIDDINGS
GREENVILLE
HOUSTON
HUNTSVILLE
LAREDO
789
754
770-772
773
780
LONGVIEW
UiVIblUn
0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLIRON
&
92.4
47.5
85.5
28.1
35.9
47.6
66,4
98.4
22.7
60.6 74.2
60,4
95.3
40.0
50.5
71.0
85.2
55.4
91.5
65.8
27.3
90.5
91.8
96.3
89.1
55.5
90.3
86.8
69.9
35.7
60,7
93.0
91.5
97.3
99.1
90.3
93,5
88.7
91.3
TOTAL
91.5
89.0
87.9
87.9
83.5
85.4
756
89.0
95.8
106.7
101.0
105.0
MAT.
INST.
TOTAL
91.2
100.0
96.7
89.0
MAT.
INST.
91.2
100.0
96.7
89.0
CONTRACTOR EQUIPMENT
015433
MAT.
TOTAL
TOTAL
TOTAL
TOTAL
INST.
INST.
INST.
INST.
MAT.
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
85.8
46.8
66.3
99.6
24.9
62,3
90,6
63.3
77,0
0330
Cast-in-Place Concrete
99.5
42.9
76.0
87.8
37,7
67.0
89.5
66.9
80.1
95.6
48.2
75,9
84.1
59,3
73.8
102.1
35.0
03
CONCRETE
96.5
50.2
73.7
92,2
32.6
62.8
94,9
67.2
81.3
103.8
52.8
78.7
91.4
49,1
70.6
108.4
30.8
70,1
04
MASONRY
111.8
50.0
73.5
159.0
46.1
89.1
95.8
66.6
77.7
135.8
51.6
83,7
97,3
58,6
73.3
154.6
42.0
85.0 78.7
Accessories
05
METALS
92.0
61.8
82.6
97,9
63.6
87.3
99,2
89.7
96.3
94.7
66.3
85.9
95.0
64.0
85.5
91.2
50.5
06
WOOD, PLASRCS & COMPOSITES
96.0
59.4
75.4
92.3
26.3
55.1
98.8
66,4
80.5
88.3
58.2
71.3
97.0
38.1
63.7
86.2
28.4
53.6
07
THERMAL & MOISTURE PROTECRON
99.9
47.7
78.7
92.2
39.5
70.8
94.1
68.1
83,6
96.3
48.2
76.8
98.2
51.9
79.4
93.5
34.9
69.7
08
OPENINGS
98.5
49.0
86,7
102.1
26.0
84.1
104.4
64,0
94.8-
97.4
48.5
85.8
99.2
39.4
85.0
91.7
26.0
76.1
0920
Plaster
88.6
58.7
68.3
90.4
24.5
45.5
94,5
65.7
74.9
89.5
57.4
67.7
90.8
36.7
54.0
887
26.8
46.6
0950,0980
Ceilings
87.8
58.7
68,4
99.0
24.5
49.4
97.0
65.7
76.2
89,0
57.4
67.9
92.2
36.7
55,2
95.4
26.8
49.7
0960
Flooring
97.8
34*7
79.0
103.7
47,8
87.0
99.1
62.9
88,3
87.4
34.7
71.7
97.1
64.2
87.3
108.1
35.1
86.2
0970,0990
Wall Finishes
101.3
30.5
58.8
105.5
25.1
57.2
104.3
62.5
79,2
92.6
31,3
55.8
101.3
54.4
73.1
95.1
29.3
55.6
09
RNISHES
94.7
50.2
69.9
96.9
30.4
59.8
96.0
64.7
78.5
81.9
49.9
64.1
95.2
45.1
67.3
101.0
29.4
61.1
COVERS
DIVS. 10
100.0
42.9
88.6
100.0
34,4
86.9
100.0
84.3
96,9
100,0
43.3
88.6
100.0
76.3
95.2
100.0
21.9
84.4
21, 22, 23
FIRE SUPPRESSION,
95.3
62.5
82.1
95.2
43.5
74.4
100.0
66.1
86.4
95.3
63.3
82.5
100.1
38.8
75.5
95.1
27.5
68.0
90.8
43.4
66,1
92.3
27.1
58.3
93.7
67,8
80.2
90.2
43.4
65,8
94.2
59.9
76.3
92.7
53.2
72.0
96.4
55.6
78.6
99.4
42,2
74.5
98.7
70.9
86.6
97.2
56.9
79,6
97.1
53.7
78.2
99.0
40.5
73.5
26, 27,
3370
MF2010
772
& Gypsum &
-
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
ELECTRICAL, COMMUNICATIONS V7EIGHTED AVERAGE
46
PLUMBING & HVAC
& UTIL.
TEXAS
LUBBOCK
LUFKIN
MCALLEN
MCKINNEY
MIDLAND
759
785
750
797
ODESSA
DIVISION
793
TOTAL
98.2
98.2
116.1
85.0
94.3
99.1
51.0
90.5
CONTRACTOR EQUIPMENT
0241, 31
-
34
& INFRASTRUCTURE, DEMOLITION
SITE
&
794
INST.
MAT.
015433
-
MAT.
TOTAL
INST.
MAT.
INST.
TOTAL
MAT.
INST.
TOTAL
96,7
96.7
MAT.
797
INST.
TOTAL
98,2
98,2
MAT.
INST.
TOTAL
89.7
89.7
96.4
96.4
142.5
82.9
100,6
97.4
83.6
87.7
118.7
85.0
95.1
94.2
87.0
89.1
61,2
99.9
35,8
44.6
88.2
36.3
43.4
103.0
51.0
58.2
100.2
50.9
57.7
62,4
81.3
84.8
47.1
66,0
99.6
51.1
75.4
91.4
50.9
71.2
89.4
50.9
70.2
91.3
44.7
72.0
118.5
45,3
88,1
82,4
45,2
66.9
106.6
48,6
82.5
100.1
47,5
78.3
91.5
91.5
92.5
91,8
92.0
57.6
88.6
56,8
51.7
71.1
100,2
100.3
48.4
78.8
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
96.9
52.0
74,7
100,8
54,3
77.8
106.6
43.1
75,3
87.6
44.0
66.0
101.6
51.9
77.1
98.3
50.7
74,8
04
MASONRY
98.1
55.7
71,8
118.7
52.3
77.6
103.2
51,4
71.1
171.0
48.4
95,1
114,8
42.0
69.7
98.7
42.0
63,6
104.1
80.1
96.7
98.0
69,1
89.1
92.4
74,5
86.9
97.8
74.4
90.6
102.4
79.0
95,2
99.9
67.1
89.8
104.1
54.9
76.3
94.3
59.4
74.6
115.4
33.6
69.2
91.0
36.4
60.2
109.1
54.9
78.5
104.2
54.7
76.3
90,8
52.7
75.3
93.3
48,0
74.9
102.6
45.0
79.2
92.0
45.9
73.3
91.0
47.4
73.3
101,2
46.6
79.0
103.6
49,4
90.8
69.6
53,4
65.8
103.4
36.8
87.6
102.0
39.8
87.3
102,5
49.1
89.9
92.8
49.0
82.4
86.7
53.8
64.3
87.7
58,7
68.0
94.9
31.9
52.0
89.6
34.8
52.4
88.3
53.8
64.8
86.2
53,8
64.2
95.1
53.8
67.6
88.3
58.7
68.6
92.2
31.9
52.1
99.0
34.8
56.3
92.4
53.8
66.7
93.3
53.8
67.0
107.0
39,3
86,7
143.4
38.2
112.0
114.9
65.0
100.0
103.3
35.6
83.1
108.2
48.6
90.4
113.4
48.6
94.0
110,2
49.5
73.7
95.1
37,8
60.6
115.0
28.9
63.2
105.5
41.2
66.9
110.2
49.5
73.7
98.8
49.5
69.2
98.8
48,8
70.9
109.1
52.0
77.3
104.3
39.8
68.4
96.4
36.7
63,1
99.2
50.7
72.1
96.2
50.6
70.8
100.0
77,8
95.6
100.0
70.8
94.2
100.0
76.0
95,2
100,0
39.7
87.9
100.0
78.6
95.7
100.0
78.3
95.6
99.8
45.2
77.9
95.1
63.5
82.4
95.3
30.8
69.4
95.2
41.4
73.6
94.9
45.3
75.0
100.3
45.3
78.2
93.6
49.6
70.6
94.0
43.4
67,6
91.6
34.2
61.6
92,4
45.2
67,8
93.5
40.4
65.8
95.0
40.3
66.4
100.0
56.3
81.0
95.9
59.1
79.9
99.7
46.6
76.6
99.3
48.9
77,3
99.9
53,6
79.7
98,2
52,5
78.3
Accessories
05
METALS
06
VlfOOD,
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
PLASTICS
& COMPOSITES
& Gypsum
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
&
-
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL,
WEIGHTED AVERAGE
MF2010
TEXAS
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
769
SAN ANTONIO 781
INST.
TOTAL
89.7
89.7
97.0
88.1
90.8
59,1
98.0
36.5
TOTAL
91.5
91.5
98.6
91.1
93.3
80,1
55.8
CONTRACTOR EQUIPMENT
0241, 31
SAN ANGELO
758 INST.
MAT.
015433
PALESTINE
MAT.
•
782
INST.
TOTAL
91.5
91.5
101.8
91.4
94.5
44.9
94.5
54.8
MAT.
MAT.
TEMPLE
TEXARKANA
765
755
INST.
TOTAL
MAT.
TYLER 757
INST.
TOTAL
91.5
91.5
MAT.
INST.
TOTAL
91.5
91.5
89.7
89.7
86.0
85.9
85.9
87.0
91.1
89.9
96.6
91.5
93.1
60.3
101.3
39,7
48.1
95.4
34,0
42.4
90.3
33.1
40.9
0310
Concrete Forming
0320
Concrete Reinforcing
97.7
50.7
74.2
91.6
50.9
71.3
91.8
49.1
70.5
91.8
47.4
69.6
97.6
52.4
75.0
98.4
53.0
75.7
0330
Castnn-Place Concrete
83.5
42.6
66.5
99.3
46.6
77.4
84.5
65.4
76.6
81,4
48,4
67,7
84.1
43.4
67.2
100.2
42.5
76.3
03
CONCRETE
102,9
50,9
77.2
100.4
43.9
72.5
92.6
58.3
75.7
86.0
45,2
65.9
93.6
42.0
68.1
108.0
41.4
75.1
04
MASONRY
113.5
48.5
73.3
126.6
41.6
74.0
98.9
66.5
78.8
137.9
48.4
82.5
175.4
44.7
94,5
164.8
54,4
96.5
Accessories
05
METALS
97.7
62,7
86.9
97,4
66.5
87.9
96.1
68.7
87.6
97,1
62.8
86.5
91.1
66.9
83,6
97.6
68.0
88.5
06
WOOD, PLASTICS & COMPOSITES
84.7
59,4
70,4
101.8
36.1
64.7
96.7
52.8
71.9
111.0
39.4
70.6
98.1
32.3
61.0
96.0
30.5
59.0
07
THERMAL & MOISTURE PROTECTION
93,7
46.4
74,5
100.0
42.1
76,5
95,9
64.3
83.1
99.6
45.0
77.4
93.2
47.2
74.5
93.6
53.2
77.2
08
OPENINGS
69.5
50.7
65.1
91.7
38.8
79.2
99.9
51.7
88.5
69.6
41,8
63,0
91.7
37.9
78.9
69.5
36.9
61.8
0920
Plaster
84.4
58.7
66.9
87.8
34.6
51.6
88.8
51.8
63.6
87,8
38.0
53.9
93.2
30.7
50.7
87.7
28.9
47.7
0950, 0980
Ceilings
88.3
58,7
68,6
91.7
34,6
53.7
91.2
51.8
65.0
91.7
38.0
56.0
95,4
30.7
52.4
88,3
28.9
48.7
0960
Flooring
135.3
58.9
112.5
109.2
34.7
86.9
97.6
64,3
87.6
143.4
41.7
113.0
115.6
59.4
98.7
145.3
37.0
112.9
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS,
& Gypsum &
10
-
Board
Acoustic Treatment
&
Painting/Coating
PLUMBING
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
14, 25, 28, 41, 43, 44,
HVAC
8.
&
UTIL.
WEIGHTED AVERAGE
95.1
30.5
56.3
96.3
49.5
68.2
98.5
54.4
72.0
97.8
38,5
62,2
95.1
39.4
61.6
95.1
39.4
61.6
106.9
54.4
77.7
95,0
36.4
62.4
94.8
55.4
72.8
104.1
39.6
68.2
103.1
38.1
66,9
109,9
32.6
66.9
100.0
40.7
88.1
100.0
75.0
95.0
100.0
80.6
96.1
100.0
36.8
87.3
100.0
74.9
95.0
100.0
74.7
94.9
95.1
58.5
80.4
95,3
44.6
75.0
100,0
64.5
85.8
95,3
48.2
76.4
95.1
32,9
70.2
95.1
57.7
80.1
90.1
43,4
65,7
97.2
45.8
70.4
94.3
60.0
76.4
94.3
64.9
79.0
93.8
61.1
76.8
92.7
55.0
73.0
95.4
55,8
78.2
98,2
49,5
77.0
97.5
64.5
83.1
95.0
52.7
76.6
98.4
49.7
77.2
98,9
54.6
79,6
TEXAS
WACO
VICTORIA
UTAH
WAXAHACKIE
WHARTON
WICHITA FALLS
751
774
763
LOGAN
DIVISION
779 INST.
TOTAL
99.0
99.0
•
34
SITE
& INFRASTRUCTURE, DEMOLITION
112.7
82.3
91.4
&
94.0
35.1
87.2
767
INST.
TOTAL
96,7
96.7
99.0
84.4
88.8
47.9
88.2
59.5
49.4
70.5
99.6
88.1
65.8
78.8
TOTAL
89.7
89.7
94.2
87.0
89.2
43.2
99,9
39,6
30,3
58.8
91.5
103.6
41.0
77.7
CONTRACTOR EQUIPMENT
0241, 31
-
INST.
MAT.
015433
766 MAT.
INST.
TOTAL
100.1
100.1
118.4
85.5
95.3
63.5
88.7
36.7
51.1
75.4
90.7
86.9
41,7
68.1
MAT.
843 INST.
TOTAL
97.2
97.2
93.4
96.2
95.4
45.8
104.8
58.1
64,5
51.7
71.6
102.3
80.2
91.3
94.1
44,7
73.6
86.9
72.8
81.0 88.2
INST.
TOTAL
89.7
89.7
94.9
86.7
89.1
43.9
99,9
37.2
50,2
70,5
91.5
106.5
51.2
83.5
MAT.
MAT.
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Ca'st-in-Place
03
CONCRETE
104.5
38,5
71.9
93.0
51.7
72,6
91.3
53.2
72.5
108.8
46.4
78.0
95.8
43.8
70.1
107.9
67,9
04
MASONRY
112.4
34.1
64.0
98.3
53.7
70.7
159.7
48.5
90.9
97.0
44.6
64.6
98.8
56.9
72.9
103.9
59.7
76.5
05
METALS
94.9
70,3
87.3
99.4
67,0
89.4
97.9
77.0
91.4
96.3
78.5
90.8
99.4
68.5
89.8
101.0
78.2
94.0
06
WOOD, PLASTICS & COMPOSITES
99,9
35.9
63.8
109.2
35.1
67.4
91,0
67.5
77,8
89.4
32.6
57.3
109.2
35.0
67.3
81.5
56.2
67.2
07
THERMAL & MOISTURE PROTECTION
98.4
39.5
74.5
100.5
46.9
78.8
92.1
46.3
73.5
94.8
49.3
76.3
100.5
50.5
80.2
97.9
61.8
83.3
08
OPENINGS
101,7
35.2
85.9
81.5
42,5
72.2
102.1
56.8
91.3
101.8
37.4
86.6
81.5
40.3
71.7
94.3
57.1
85.5
0920
Plaster
89.3
34.3
51.9
88.3
33,6
51.1
90.1
66.9
74.3
86.8
30.9
48.8
88.3
33.4
51,0
75.6
54.8
61.4
0950, 0980
Ceilings
92,5
34.3
53.8
93.5
33.6
53.6
100.7
66.9
78.2
91,6
30.9
51.2
93.5
33,4
53,5
105.1
54.8
71.6
0960
Flooring
97.8
38,2
80.0
142.3
45,1
113.3
103.3
38.2
83,8
96.1
45.5
80.9
143.5
77.9
123.9
100.2
48.6
84.8
0970, 0990
Wall Finishes
104.5
37.8
64.4
97.8
49,8
69.0
105.5
37.8
64.8
104.3
31.3
60.5
100.5
49.5
69,9
102.9
62.0
78.3
09
FINISHES
87.0
36.0
58.6
104.7
40.2
68.8
97.1
54.8
73.5
88.3
36.7
59.5
105.3
45.0
71.7
98.5
56.0
74.8
COVERS
DIVS. 10
100.0
36.6
87,3
100,0
78.2
95.6
100.0
40.6
88,1
100.0
38.7
87.7
100.0
65.2
93,0
100.0
54.1
90,8
95.3
31.2
69.6
100.2
54.2
81.8
95.2
40.5
73.2
95.2
63.4
82.5
100.2
48.4
79.5
100.0
69.0
87.6
96.5
39,7
66.9
97.4
65.1
80.5
92.4
65.2
78,2
95.3
43.8
68.4
99.1
61.0
79.2
95.4
74.3
84.4
98.2
42.7
74,1
97.2
57,3
79.8
99.3
56.4
80,6
98.1
53.8
78.8
97.8
55.0
79.2
99.7
68.8
86.2
Concrete
& Gypsum &
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
WEIGHTED AVERAGE
46
&
UTIL.
773
City Cost Indexes UTAH
nMcinN
34
-
SITE
& INFRASTRUCTURE, DEMOLITION
& Accessories
842,844
845
TOTAL
97.2
97.2
82.2
96.2
92.1
104.8
58.1
CONTRACTOR EQUIPMENT
0241, 31
PRICE
INST.
MAT.
015433
OGDEN
846
INST.
TOTAL
96.3
96.3
90.8
94.6
93.5
64.5
107.1
49.4
MAT.
VERMONT PROVO 847
SALT LAKE CITY '
INST.
TOTAL
96.3
96.3
89.8
94.6
93.2
57.3
106.3
58.0
MAT.
840
-
BELLOWS FALLS
841
INST.
TOTAL
97.2
97.2
81,8
96.2
91.9
64.6
l'07.3
58.0
MAT.
BENNINGTON
051
052
INST.
TOTAL
100.6
100.6
82.6
100.1
94.9
82.0
100.1
94.7
64.7
100.2
87.5
89.3
97.8
109,1
107.6
MAT.
MAT.
INST.
TOTAL
100.6
100.6
0310
Concrete Forming
0320
Concrete Reinforcing
102.0
80.2
91.1
109.8
80.1
95.0
110.7
80.2
95.5
104.3
80.2
92.3
83.0
87.3
85.2
83.0
87,3
85.2
0330
Cast-in-Place Concrete
88.2
72.8
81.8
87.0
60.0
75.8
87.0
72.7
81.1
96.4
72.7
86.6
89.5
113,1
99.3
89.5
113.1
99.3
03
CONCRETE
97.5
67.9
82.9
109.3
59.6
84.8
107.8
67.8
88.1
116.9
67.8
92,6
93.5
96,2
94,8
93.3
105,8
99.5
04
MASONRY
97.8
59.7
74.2
109.1
59.7
78.5
109.3
59.7
78.6
111.0
59.7
79.3
94.6
96.9
96.0
102,1
96.9
98.9
05
METALS
101.5
78.2
94.3
98.3
77.6
91.9
99.3
78.0
92.7
106.1
78.0
97.4
95.6
89,3
93.6
95.5
89.2
93.6
06
WOOD, PLASTICS & COMPOSITES
81.5
56.2
67.2
84.4
45.3
62.3
82.9
56.2
67.8
83.2
56.2
68,0
102.2
85.5
92.8
99,2
115,1
108.1
07
THERMAL & MOISTURE PROTECTION
96.9
61.8
82.6
99.5
59.4
83.3
99.5
61.8
84.2
103.8
61.8
86.8
98.0
84.8
92.7
98.0
83.1
92.0
08
OPENINGS
94.3
57.1
85.5
98.3
50.1
86.9
98.3
57.1
88.5
96.1
57.1
86.9
103.5
88.1
99.9
103.5
104.2
103.7
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
& Gypsum Board &
-
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
MF2010
75.6
54.8
61.4
77.9
43.5
54.5
76.0
54.8
61.6
83.0
54.8
63.8
99.8
84.4
89.3
97.9
114.9
109.5
105.1
54.8
71.6
105.1
43.5
64.2
105.1
54.8
71.6
99.2
54.8
69.6
92.3
84.4
87,1
92,3
114.9
107,3
98.0
48.6
83.3
101.2
36.1
81.8
100.9
48.6
85.3
102.2
48.6
86.2
101.6
106.5
103.1
100.8
106.5
102.5
102.9
62.0
78.3
102.9
38.3
64.1
102.9
49.0
70.5
106.5
49.0
71.9
95.7
106,8
102.3
95.7
106.8
102.3
96.5
56.0
74.0
99.5
44.5
68.9
99.1
54.6
74.3
98.2
54.6
73,9
97.2
92.6
94,6
96,7
110.1
104.2
100.0
54.1
90.8
100.0
47.0
89.4
100.0
54.0
90.8
100.0
54.0
90.8
100.0
100.3
100.1
100.0
103.5
100.7
100.0
69.0
87.6
97.5
68.6
85.9
100.0
69.0
87.6
100.1
69.0
87.6
95.2
98.5
96,5
95.2
98.4
96,5
95.7
74.3
84.5
101.2
74.3
87.1
96.2
61.2
77.9
98.6
61.2
79.1
98.6
91.5
94.9
98.6
62.6
79.8
97.9
68.8
85.2
100.1
65.3
84.9
100.1
66.7
85.6
102,2
66.8
86.8
96.6
94.7
95.8
96.9
95.3
96.2
VERMONT
BRAHLEBORO
BURLINGTON
GUILDHALL
MONTPELIER
RUTLAND
053
054
059
056
057
ST.
JOHNSBURY
DIVISION
INST.
TOTAL
100.6
100.6
83.4
100.1
95.1
100.5
87.4
89.2
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
•
SITE
& INFRASTRUCTURE, DEMOLITION & Accessories
INST.
TOTAL
100.6
100.6
86.2
100.0
95.9
98.0
89.6
MAT.
INST.
TOTAL
100.6
100.6
81.7
98.7
93.6
90.8
98.1
80.1
82.6
MAT.
INST.
TOTAL
100.6
100.6
86,6
99.8
95,8
101,8
86.1
MAT.
058
INST.
TOTAL
100.6
100.6
85.9
99.8
95.6
81.7
98.7
93.6
88.2
100.8
89.6
91.1
96.5
80.1
82.4
MAT.
MAT.
INST.
TOTAL
100,6
100,6
0310
Concrete Forming
0320
Concrete Reinforcing
82.2
87.3
84.7
105.7
87.2
96.4
83.8
87.2
85.5
89.0
87.2
88.1
103.7
87.2
95.5
82.2
87.2
84.7
0330
Cast-in-Place Concrete
92.3
113.1
100.9
102.6
112.0
106.5
86.8
103.2
93.6
105.0
111.9
107,9
87.7
111.9
97.8
86.8
103.2
93.6
03
CONCRETE
95.5
96.2
95.9
104.0
96.7
100.4
91.0
89.5
90.3
102.8
95.2
99.0
96.9
96,7
96,8
90.7
89,5
90.1
04
MASONRY
101.1
96.9
98.5
104.8
95.4
99.0
101.3
79.6
87.8
100.1
95.4
97.2
85.8
95.4
91.7
124.9
79.6
96.9
05
METALS
95.5
89.2
93.6
104.0
88.4
99.2
95.6
88.3
93.3
100.2
88.3
96.5
101.0
88.4
97.1
95,6
88.3
93,3
102.6
85.5
92.9
98.3
90.3
93.8
98.5
85.5
91.2
96.4
85.5
90.3
102,7
90,3
95,7
93.6
85.5
89.0
98.1
80.0
90.8
104.3
82.5
95.4
97.9
72.6
87.6
105,0
82.0
95.6
98.2
82.5
91.8
97.8
72.6
87,6
103.5
88.1
99.9
107.5
86.4
102.5
103.5
83.8
98.8
103,8
83.8
99.1
106.6
86.4
101.8
103.5
83,8
98.8
99.8
84.4
89.3
100.5
89.3
92.9
106.1
84.4
91.3
105.4
84.4
91.1
100.5
89.3
92,9
108.0
84.4
91.9
92.3
84.4
87.1
96.0
89.3
91.6
92.3
84.4
87.1
102.5
84,4
90.5
97.0
89.3
91.9
92.3
84.4
87.1
101.7
106.5
103.2
103.1
106.5
104.1
104.6
106.5
105.2
104.0
106.5
104.8
101.6
106.5
103.1
107.7
106.5
107.3
95.7
106.8
102.3
100.4
85.3
91.4
95.7
85.3
89.4
100.5
85.3
91.4
95,7
85.3
89.4
95.7
85.3
89.4
97.3
92.6
94.7
99.1
92.7
95.5
98.8
85.9
91.6
101.0
89.8
94,8
98.4
92.7
95.2
99.9
85.9
92.1
100.0
100.3
100.1
100.0
100.2
100.0
100.0
94.3
98.9
100,0
99.7
99.9
100.0
100.2
100.0
100.0
94,3
98,9
95.2
98.4
96.5
99.9
73.3
89.3
95.2
65.3
83.2
95.0
73.3
86.3
100.1
73.3
89.3
95.2
65.3
83.2
98.6
91.5
94.9
98.0
62.6
79.5
98.6
62.6
79.8
98.0
62,6
79,5
98.6
62.6
79,8
98.6
62.6
79,8
97.2
94.5
96.0
101.5
85.1
94.4
96.8
79.2
89.1
99.2
84.3
92.7
99.2
85.1
93.0
97,9
79.2
89.8
06
WOOD, RUSTICS & COMPOSITES
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS.
21, 22,
23
26, 27,
3370
& Gypsum &
10
Board
Acoustic Treatment
&
Painting/Coating
PLUMBING & HVAC
FIRE SUPPRESSION,
MF2010
46
14, 25, 28, 41, 43, 44,
ELECTRICAL, COMMUNICATIONS
&
UTIL.
WEIGHTED AVERAGE
VERMONT ALEXANDRIA
ARLINGTON
BRISTOL
CHARLOTTESVILLE
050
223
222
242
229
INST.
TOTAL
100.6
100.6
85.7
98.8
94.9
95.0
80.7
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
VIRGINIA
WHITE RIVER JCT.
94.3
54,7
83.9
72.3
73.9
73.0
84.2
95.9
86.9
91,4
49.6
67.3
81,6
95.3
43.4
95.9
73.0
73.6
86.8
88.4
92.5
93.3
87.2
49.6
75.7
76.3
82.7
100.8
111.2
95.1
92,3
98.2
96.5
87.7
85.7
87.3
89.3
TOTAL
100.8
112.6
107,8
123.7
113.5
227
105.1
100.8
100.8
102.1
MAT.
INST.
105.1
100.8
100.8
102.1
MAT.
TOTAL
TOTAL
TOTAL
TOTAL
INST.
INST.
INST.
INST.
MAT.
MAT.
CULPEPER
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
83.0
87.2
85.1
85.0
87.0
86.0
95.9
87.0
91.5
0330
Cast-in-Place Concrete
92.3
104.1
97.2
107.5
82.2
97.0
104.6
81.4
95.0
104.1
49.1
81.3
108,3
56.1
86.6
107.1
68,8
91.2
03
CONCRETE
97.3
90.1
93.7
101.2
80.1
90.8
105.6
79.6
92.8
102,1
51.7
77.2
102.8
57.9
80.7
100.1
74.9
87.6
04
MASONRY
112.6
81.2
93.1
86.0
72.9
77.8
99.1
71.3
81.9
89.1
52,3
66.3
112.3
54.2
76.3
100,9
71.2
82,5
05
METALS
95.6
88.3
93.3
102.5
97.0
100.8
101.1
97.4
99.9
99.9
85.8
95.6
100.2
90.6
97.2
100.3
95.4
98.8
06
WOOD, RUSTICS & COMPOSITES
95.9
85.5
90.0
98.1
71.9
83.3
94.4
71.9
81.7
86.6
40.9
60,8
85.1
46.6
63.4
83.7
71.9
77.1
07
THERMAL & MOISTURE PROTECTION
98.2
73.3
88.1
103.2
82.4
94.7
105.1
81.2
95.4
104.7
61.3
87.1
104.3
69.0
90.0
104.5
78.7
94.0
08
OPENINGS
103.5
83.8
98.8
96.4
75.6
91.5
94.6
75.6
90.1
97.4
46.8
85.5
95.7
52.7
85.5
96.0
75.6
91,2
0920
Plaster
96.5
84.4
88.3
108.4
70.9
82.9
104.4
70.9
81.6
100.1
38.9
58.4
100.1
44.1
62.0
100.3
70,9
80.3
0950,0980
Ceilings
92.3
84.4
87.1
97.7
70.9
79.9
95.1
70.9
79.0
94.2
38.9
57.4
94.2
44.1
60.8
95,1
70.9
79.0
0960
Flooring
99.7
106.5
101.8
106.7
84.5
100.0
105.2
82.7
98.5
101.9
67.7
91.7
100.6
67.7
90,7
100.6
82.7
95.2
0970, 0990
Wall Finishes
95.7
85.3
89.4
120.5
79.9
96.1
120.5
79.9
96.1
106.3
55,5
75.7
106.3
77.7
89.1
120.5
77.7
94.8
09
FINISHES
96.5
86.3
90.8
102.9
75.5
87.6
102.6
74.7
87.0
99.2
48.2
70.8
98.8
54.6
74.2
99.6
74.3
85.5
COVERS
DIVS. 10
100.0
94.9
99.0
100.0
88.5
97.7
100.0
86.0
97.2
100.0
69.5
93.9
100.0
78.0
95.6
100.0
86,0
97.2
21, 22, 23
FIRE SUPPRESSION,
95.2
66.1
83.5
100.3
87.7
95.2
100.3
86.8
94.9
95.4
51.6
77,8
95.4
68.7
84.7
95.4
73.2
86,5
98.6
62.6
79.8
95.8
99.2
97.6
93.4
99.2
96.5
95.5
36.2
64,6
95.4
70.8
82.6
98.0
99,2
98.6
97.9
79.7
90.0
99.8
85.4
93.5
100.6
84.7
93.6
98.1
55.6
79.6
99.2
67.3
85.3
98.6
80,8
90.9
26, 27,
3370
MF2010
774
& Gypsum
&
-
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
ELECTRICAL, COMMUNICATIONS
WEIGHTED AVERAGE
46
PLUMBING & HVAC
&
UTIL.
.
VIRGINIA
FAIRFAX
FARMVILLE
220-221
239
FREDERICKSBURG
GRUNDY
HARRISONBURG
246
228
LYNCHBURG
DIVISION
INST.
TOTAL
100.8
100.8
122.4
87.3
97.8
86.8
72.8
95.9
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
224
INST.
TOTAL
100,8
100.8
110.8
87.2
94.2
52.3
86.8
70.8
51,5
73.1
96.7
INST.
TOTAL
105.1
105,1
107,2
87.2
93.2
74.7
100.4
44.6
87.0
91.5
94.7
MAT.
225
MAT.
INST.
TOTAL
100.8
100.8
105.6
84.4
90.7
73.0
91.5
37.2
86.9
91.8
94,6
MAT.
245
INST.
TOTAL
100.8
100,8
119.4
85.9
95.9
44.6
82.9
43.5
52.0
73,3
95,9
MAT.
INST.
TOTAL
100,8
100,8
106.5
85.9
92.1
48.9
88,4
61.6
65.3
66,9
81.5
95.3
67.3
81.3
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
104.6
81,3
94,9
106,8
54,1
85.0
106.2
64.7
89.0
104.1
48.1
80.9
104,6
58,8
85,6
104.1
58.4
85.2
03
CONCRETE
105.3
79.4
92.5
101.4
50.9
76.5
99.8
72,8
86.5
100,9
45.3
73.5
103.2
54,9
79.3
100.8
63.0
82.1
04
MASONRY
99.0
71.3
81.8
95,6
45,6
64.7
99.9
71.2
82.1
90.9
48.1
64.4
97.4
51,2
68,8
104.9
54,1
73.5
05
METALS
100.4
97.0
99.3
100.0
78.2
93,3
100.3
96.2
99.0
99.9
71.0
91.0
100.2
85.1
95.6
100.1
86.3
95.9
Accessories
06
WOOD, PLASTICS & COMPOSITES
07
THERMAL & MOISTURE PROTECTION
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
& Gypsum &
-
Board
Acoustic Treatment
&
Painting/Coating
46
14, 25, 28, 41, 43, 44,
PLUMBING & HVAC
86.6
71.9
78.3
101.9
45.0
69,8
86.6
69.6
77.0
89.6
35.8
59.3
82.7
39.8
58.5
86.6
64.0
73.9
105.0
73.9
92.4
105.3
50.2
83.0
104.5
79.1
94.2
104.7
46.1
80.9
104.9
64.5
88.5
104.5
65.1
88,5
94.6
75.6
90.1
94.9
44.0
82.9
95.7
74.0
90.6
97.4
35.2
82.7
96.0
50.6
85.3
96.0
59.4
87.3
100.3
70.9
80.3
109.3
42.5
63.8
100.3
68,5
78.7
100.1
33.7
54.9
100.1
37.8
57.7
100.1
62.7
74.7
95.1
70.9
79.0
92.5
42.5
59.2
95.1
68.5
77.4
94.2
33.7
53.9
94.2
37.8
56.7
94.2
62.7
73.3
102.2
82.7
96.4
108.6
61.4
94.5
102.2
82.7
96.4
103.2
34.3
82.6
100.3
75.3
92.9
101.9
67.7
91.7
120.5
79.9
96.1
107.7
39.6
66.7
120.5
77.7
94.8
106.3
35.9
64.0
120.5
55.5
81.4
106.3
55.5
75.7
101.2
74,7
86.4
101.8
47.0
71.3
100.1
72.9
85.0
99,3
35.9
64.0
100.0
48.9
71.5
99.0
61.5
78.1
100.0
86.0
97.2
100.0
46.8
89.3
100.0
81.9
96.4
100,0
44.8
88.9
100.0
69.3
93.8
100.0
72.7
94.5 84.6
‘
21, 22,
23
FIRE SUPPRESSION,
95.4
86.8
91.9
95.3
44,3
74.9
95.4
86.5
91.8
95.4
63.5
82.6
95.4
67.1
84.1
95.4
68.4
26, 27,
3370
ELECTRICAL, COMMUNICATIONS & UTIL.
96.6
99.2
98.0
90.4
49.4
69,0
93,6
99.2
96.6
95.5
45.7
69.5
95.7
98,7
97.3
96.6
53,9
74.3
WEIGHTED AVERAGE
99.3
84.4
92.8
97,8
53.3
78.5
98.2
83.0
91.6
98.0
53.4
78.6
98.8
68.1
85.5
98,6
66.1
84.5
MF2010
VIRGINIA
NEWPORT NEWS
NORFOLK
236 INST.
TOTAL
105.1
105.1
106.2
88.4
93.7
99.7
65.4
94.4
MAT.
CONTRACTOR EQUIPMENT
015433 0241, 31
-
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
233
-
235
PORTSMOUTH
PULASKI
238
237
243
INST,
TOTAL
105.0
105.0
104,7
88.2
93.1
63.1
88.9
54.2
73.2
83,6
94.1
INST.
TOTAL
105.1
105.1
109.7
88.6
94.9
70,2
93,0
58.3
72.8
86.2
94.1
INST.
TOTAL
105.7
105.7
105.7
89.4
94.3
70,1
99.5
65.6
72.8
83.6
99.5
MAT.
PETERSBURG
MAT.
MAT,
RICHMOND 230
INST.
TOTAL
100.8
100.8
104.9
85,1
91.0
58.9
91.5
39.5
72,8
83.4
94.6
MAT.
-
232
INST.
TOTAL
105.0
105.0
103.5
88.6
93.0
46,6
100.7
58,3
64.1
66.7
80.7
100.7
73.2
87.0 80.3
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
103.8
66.8
88.5
111,9
66.9
93.2
110.3
54.2
87.0
102.8
66.7
87.8
104,1
48.9
81,2
98.8
54.2
03
CONCRETE
98.6
68.6
83.8
103.3
68.7
86,2
103.6
61.2
82.7
97.3
63.5
80.7
100.9
49.6
75.6
97.3
61,2
79,5
04
MASONRY
90.6
54,9
68.5
99.1
54.9
71.7
103.3
53,6
72.5
96.0
54,9
70.6
85.9
49.1
63.1
92.1
53.5
68.2 101.5
Accessories
05
METALS
102.2
90.4
98.6
102.0
90.5
98.4
100.1
91.1
97.3
101.2
89.7
97.7
100.0
83.8
95,0
106.2
91.1
06
WOOD, PLASTICS & COMPOSITES
100.6
67.7
82,0
97.0
67.7
80,5
91.4
59,8
73,6
87.6
52.6
67.8
89.6
37.6
60.3
101.6
59,8
78.0
07
THERMAL & MOISTURE PROTECTION
105.3
69.7
90.8
101.9
69.7
88.8
105.3
69.6
90.8
105.3
67,0
89.7
104.7
51.0
82.9
103.7
69.6
89.8
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
DIVS. 10
& Gypsum &
-
Board
Acoustic Treatment
&
Painting/Coating
PLUMBING & HVAC
21, 22,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
46
14, 25, 28, 41, 43, 44,
&
UTIL.
WEIGHTED AVERAGE
95.3
63.3
87.7
94,2
63.3
86.9
94.6
59.9
86.4
95,4
55.0
85.8
97.5
43.2
84.6
99.0
59.9
89.8
110.2
65.8
80,0
106,3
65,8
78.8
101.7
57.7
71.8
102.0
50.2
66.8
100.1
355
56.1
104.7
57.7
72.8
96.1
65,8
75.9
97.7
65.8
76.5
93.4
57,7
69.7
96.1
50,2
65.6
94.2
35.5
55.1
100.4
57.7
72.0
108.6
67.7
96.4
103.5
67.7
92.8
104.7
72.5
95.1
101.7
67,7
91.5
103,2
67.7
92.6
109.4
72,5
98.4
107.7
42.9
68.8
105.8
77.7
88.9
107.7
77.7
89.7
107.7
77.7
89.7
106.3
55.5
75.7
107.0
77.7
89,4
102.5
63.5
80,8
100.7
67.4
82,2
100.1
62.5
79.1
99.5
57,9
76.3
99.3
44.7
68.9
104.4
62.5
81.1
100.0
75,4
95.1
100.0
75.4
95,1
100.0
78,2
95.6
100.0
73.7
94.7
100.0
45.0
89.0
100.0
78.2
95.6
100.2
64,1
85.7
100.0
64.7
85.8
95.3
66.9
83.9
100.2
64.7
86.0
95.4
63.4
82.5
100.0
66,9
86.7
93.1
60.3
76.0
96.9
59.7
77.4
93.3
70.8
81.5
91.4
59.7
74.9
95.5
55.7
74.7
96.2
70.8
83.0
99.2
68.2
85.7
100.0
68.8
86.4
98.6
68.9
85.6
98.6
66.1
84.5
97.7
58.3
80.6
100.4
68.9
86.7
WASHINGTON
VIRGINIA
ROANOKE
STAUNTON
WINCHESTER
CLARKSTON
EVERETT
244
226
994
982
OLYMPIA
DIVISION
240
TOTAL
100.8
100.8
105.2
85.9
91.7
97.9
61.8
95.6
CONTRACTOR EQUIPMENT
0241, 31
34
SITE
& INFRASTRUCTURE, DEMOLITION
&
241
INST.
MAT.
015433
•
INST.
TOTAL
105.1
105.1
109.1
87.3
93.8
66.8
91.1
51.1
67.4
81.5
95.3
MAT.
INST.
TOTAL
100.8
100.8
118.1
87.2
96.4
56.6
85.2
70.8
50.5
72.9
95.3
MAT.
INST.
TOTAL
90.4
90.4
97.1
90.0
92.1
72.8
114.8
68.8
86.3
90.8
105,7
MAT,
985 INST.
TOTAL
102.1
102,1
90.2
110.4
104.4
101.7
103.1
99.8
100.2
100.2
105.2
116,1
100,2
108.2 96.0
INST.
TOTAL
102.1
102.1
89.4
110.3
104.1
75.1
114.9
99,6
87.4
96.6
110.2
MAT,
MAT.
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
118.3
58.5
93.5
108.3
52.0
84.9
104.6
64.7
88.1
97.0
83.2
91.3
99.8
103.8
101.5
89.2
105.4
03
CONCRETE
105.5
63.1
84.6
102.3
53,0
78.0
102.6
72.7
87.9
110.7
77.4
94.3
98.7
100.7
99.7
96.9
101.3
99,1
04
MASONRY
92.1
54,1
68.6
100.6
52.3
70,7
95.1
60.0
73.3
97.2
80.7
87,0
111,9
99.0
103,9
103.1
99.9
101.1
05
METALS
102.2
86.5
97.4
100.2
81.7
94.5
100.3
94.8
98.6
88.1
81,2
86.0
104.3
91,7
100.4
104.2
91.6
100.3
06
WOOD, PLASTICS & COMPOSITES
99.0
64,0
79.3
89.6
51.0
67,8
85.1
69.6
76.4
103.3
65.2
81.8
112.1
99.3
104,9
94.6
99.3
97.2
07
THERMAL & MOISTURE PROTECTION
104.3
67.2
89,3
104.3
53,0
83.5
105.0
76.2
93.3
142,7
76.9
116.0
100.5
100.5
100,5
101,6
97,8
100.1
08
OPENINGS
0920
Plaster
0950, 0980
Ceilings
0960
Flooring
0970, 0990
Wall Finishes
09
FINISHES
COVERS
& Gypsum
DIVS. 10
&
Accessories
Board
Acoustic Treatment
&
Painting/Coating
14, 25, 28, 41, 43, 44,
23
FIRE SUPPRESSION,
26, 27,
3370
ELECTRICAL, COMMUNICATIONS
MF2010
WEIGHTED AVERAGE
46
PLUMBING & HVAC
21, 22,
&
UTIL.
96.4
59,4
87.6
96.0
49.2
84.9
97.5
74,7
92.1
106.7
69.7
98.0
101.9
99.8
101.4
103.5
99.8
102.6
108.4
62.7
77.3
100.1
48.6
65.1
100.3
68.5
78.7
130.6
64.0
85.3
110,7
99.2
102.9
103,1
99.2
100.5
97.7
62.7
74.5
94.2
48,6
63.9
95.1
68,5
77.4
97.9
64.0
75.3
99.9
99.2
99.5
106.3
99.2
101.6
106.7
67.7
95,0
102.7
40,2
84.0
101.6
82.7
96.0
98.3
48.0
83.2
117.9
93.3
110.6
109.2
93.4
104.5
106.3
55.5
75.7
106,3
35,3
63.6
120.5
89.1
101.6
106.4
59.8
78.4
104.8
90.1
96.0
110.3
90.1
98.1
101.8
62.4
79.8
99.2
47.6
70.4
100.5
74.2
85.9
114.8
62.6
85.7
109,0
97.1
102.4
104.6
97.4
100.6
100.0
72.7
94.5
100.0
72.6
94.5
100.0
85.7
97.1
100.0
77.3
95.5
100.0
99.6
99.9
100.0
100.1
100.0
100.3
65,8
86.5
95.4
60,1
81.2
95.4
86.8
91.9
95.4
84.7
91.1
100.1
100.3
100.2
100.0
100.8
100.3
95.5
55,7
74.7
94.3
74,6
84.0
94.1
99,2
96.8
94.9
94.4
94.6
103.0
98.5
100.7
101.0
99.7
100.3
100.2
66,0
85.3
98.4
62.7
82.9
98,7
82.1
91.5
100.6
80.7
92.0
102.1
99.6
101.0
101.0
100.0
100.6
775
City Cost Indexes WASHINGTON
SEAnLE
RICHLAND
DM^ION TOTAL
90.4
90.4
34
SITE
& INFRASTRUCTURE, DEMOLITION
90.8
93.4
&
114,9
78.4
101.4
87.6
97.2
-
990-992
981,987
INST.
TOTAL
102.0
102.0
94.5
108.6
104.4
98.7
83,4
106.9
100.3
101.2
94.5
112.2
100,3
106.3
85.5
92.4
103.6
105.6
110.3
82.6
96.6
102.0
CONTRACTOR EQUIPMENT -
980
INST.
MAT.
0241, 31
TACOMA
VANCOUVER
WENATCHEE
'
993
015433
SPOKANE
99.6
MAT.
983
INST.
TOTAL
90.4
90.4
90,8
93.2
,92.4
119,8
78.0
83.7
105.5
102.1
87.6
94.9
109.0
104,5
101.0
85.3
94.5
102,6
101.7
101.8
112.6
82.3
97.6
MAT.
•
984
986
INST.
TOTAL
102.1
102.1
110.4
105.0
102,3
99.8
100.6
106.2
100.2
104.6
109.9
105.4
103,8
114,6
100.5
101.3
100.9
MAT.
MAT.
INST.
988
TOTAL
MAT.
INST.
97,1
97.1
98.1
99,3
101,4
92,1
94.0
100.0
104.9
99.5
110.5
TOTAL
102.1
102.1
109.2
106.9
107.2
77.5
81.6
109,8
89.3
99,6
108,3
104.8
77,4
93.4
95.9
103.3
108.4
79.8
94.3
0310
Concrete Forming
0320
Concrete Reinforcing
0330
Cast-in-Place Concrete
03
CONCRETE
04
MASONRY
99.3
83.2
89.3
109.2
99.9
103.4
99.9
83.8
89.9
106.7
99.9
102.5
107.3
96,7
100.7
109.1
91.5
98.2
05
METALS
88.5
84.1
87.1
104.5
93.4
101.1
90.8
83.7
sizes.
817
R0335 Concrete
Concrete
Finishing
Polished Concrete Floors
R033543-10 A
A.
Cream -
b\'
B.
and pepper) - surface cut depth of 1/16"; fine aggregate exposure with little or no medium aggregate exposure
polished concrete floor has a glossy mirror-like appearance and is created grinding the concrete floor with finer and finer diamond grits, similar to sanding wood, until the desired level of reflective clarity' and sheen are achieved, llie technical term for this ty'pe of polished concrete is bonded abrasive polished concrete. The basic piece of equipment used in the
working large areas. This grinder drives diamond-impregnated abrasive discs, which progress from coarse- to fine-grit discs. polishing process
a walk-behind planetary' grinder for
is
floor
The process begins with the use of very' coarse diamond segments or discs bonded in a metallic matrix. These segments are coarse enough to allow the removal of
pits,
blemishes, stains, and light coatings from the floor
surface in preparation for final smoothing.
The condition of the
original
concrete surface will dictate the grit coarsness of the initial grinding step will generally end up being a three- to four-step process using ever finer grits. The purpose of this initial grinding step is to remove surface coatings and blemishes and to cut down into the cream for very fine aggregate exposure, or deeper into the fine aggregate layer just below the
C.
D.
These initial wet grinding is done, must be removed between grit changes
into the coarse aggregate layer.
grinding steps will progress
uj) to
the 100/120
grit. If
waste slurry' is produced that and disposed of properly. If dry grinding is done, a high performance vacuum will pick up the dust during grinding and collect it in bags which must be
a
disposed of properly'.
The process continues with honing the floor in a series of steps that progress from 100-grit to 400-grit diamond abrasive discs embedded in a plastic or resin matrix. At some point during, or just prior to, the honing step, one or two coats of stain or dye can be sprayed onto the surface to give color to the concrete, and two coats of densifier/hardener must be applied to the and allowed to dry'. This sprayed-on densifier/hardener will penetrate about 1/8" into the concrete to make the surfitce harder, denser floor surface
and more
abrasion-resistant.
Tlie process
ends with polishing the floor surface
progress from resin-impregnated 800-grit polish) to 3000-grit (very' high polish), reflective clarity'
The Concrete
and
(medium
in a series of steps that
polish) to 1500-grit (high
depending on the desired
level of
.sheen.
Polishing Association of America
flooring options available
when
(CPAA) has defined the processing concrete to a desired finish. The
first category is aggregate exposure, the grinding of a concrete surfitce with bonded abrasives, in as many abrasive grits necessary, to achieve one of the following classes:
818
depth;
little
aggregate exposure
(salt
random
locations
Medium
aggregate - surface cut depth of 1/8";
exposure with
little
medium
or no large aggregate exposure
at
at
aggregate
random
locations
Large aggregate - surface cut depth of 1/4"; large aggregate exposure with little or no fine aggregate exposure at random locations
The second C^AA defined
category'
is
reflective clarity
polishing of a concrete surface with the
and sheen, the
minimum number
of bonded one of the following levels: Ground - flat appearance with none to very slight diffused reflection; none to very' low reflective sheen; using a minimum total of 4 grit levels up 100-grit Honed - matte appearance with or without slight diffused reflection; low to medium reflective sheen; using a minimum total of 5 grit levels up to 400-grit Semi-polished - objects being reflected are not quite sharp and crisp but can be easily identified; medium to high reflective sheen; using a minimum total of 6 grit levels up to 800-grit Highly-polished - objects being reflected are sharp and crisp as would be seen in a mirror-like reflection; high to highest reflective sheen; using a minimum total of up to 8 grit levels up to 1500-grit or 3000-grit
abrasives as indicated to achieve 1.
which
cream kwer, or even deeper
very' little surface cut
Fine aggregate
2.
3.
4.
The CPtVA
and crispness above and perpendicular to the floor surface; and reflective sheen as the degree of gloss reflected from a surface when viewed at least 20' from and at an angle to the floor surface. These terms are relatively subjective. The final outcome depends on the internal makeup and surface condition of the original concrete floor, the experience of the floor polishing crew, and expectations of the owner. Before the grinding, honing, and polishing work commences on the main floor area, it might be beneficial to do a mock-up panel in the same floor but in an out of the way place to demonstrate the sequence of steps with increasingly fine abrasive grits and to demonstrate the final reflective clarity and reflective sheen. This mock-up panel will be within the area of, and part of, the final work. defines reflective
clarity'
as the degree of sharpness
of the reflection of overhead objects
when viewed
5'
^ R0341 05-30
R0341 Precast Structural Concrete
Prestressed Precast Concrete Structural Units Load
Live
Type
Location
Depth
Floor 8 to 10
in Ft.
60
80
Lb. per S.F.
28"
Double Tee
p
Span
50
to
to
to
34"
•!
r
80
12"
Roof
30
to
to
40
50
24" Wall
Width 8'
Roof S'
^
to 55' high
Wind
8"
Tee
Multiple
Up
^
15 to 40
to
40
'
12" 8" Floor
15
to
to
100
30
12"
Roof
Floor
4"
13
12
6"
22
18
8"
26
25
10"
33
29
12"
42
32
Roof
Plank
loool or
or
——
r
II
^L_j( Floor
28"
Single Tee 6'
-
p-
to 10 1
AASHTO
Roof
Girder
80
36"
1(30
48"
1
-
4'
double tees rather than single As a result casting beds at manufacturing plants are normally formed for double tees. Single tee projects will therefore require an initial set up charge to be spread over the
speed and ease of
tees because of
for
Floor
40
100
5
no
6
125
15"
40
Highway
H
Bridges
The majority of precast projects today
100
20
Type 4
Box Bean-
for
Roof
40
32"
Bridges
40
utilize
installation.
individual single tee costs.
27"
to
33"
100
Large heavy
members may
Highway
require
two cranes
increase erection costs by about 4S%.
20 double
tees,
An
for lifting
eight
which would
man crew can
install
12 to
or 45 to 70 quad tees or planks per day.
Grouting of connections must also be included. sy stem buildings utilizing precast members are available. Heights can go up to 22 stories for apartment buildings. Optimum design ratio is 3
Several
For floors, a 2" to 3" topping is field cast over the shapes. For roofs, insulating concrete or rigid insulation is placed over the shapes.
Member
penults and
S.F.
of surface to
1
S.F.
of floor area.
to 40' are standard haul, 40' to 60' require special lengths over 60' must be escorted. Over width and/or over
lengths
length can add
up
up
to
100% on hauling
costs.
819
t
R0341 Precast Structural Concrete
Concrete
Prestressed Concrete, Post-Tensioned
R0341 36-90
concrete the steel tendons are tensioned after the concrete has reached about 3/4 of its ultimate strength. The cableways are grouted after tensioning to provide bond between the steel and concrete. If bond is to be prevented, the tendons are coated with a corrosion-preventative grease and wrapped with waterproofed paper or plastic. Bonded tendons are usually In post-tensioned
used
when
ultimate strength (beams
&
girders) are controlling factors.
High strength concrete is used to fully utilize the steel, thereby reducing the size and weight of the member. A plasticizing agent may be added to reduce water content. Maximum size aggregate ranges from 1/2" to 1-1/2" depending on the spacing of the tendons.
The n pes of steel commonly used are bars and strands. Job conditions determine which is best suited. Bars are best for vertical prestresses since
they are easy to support. The trend finished package, cut to length,
is
for steel manufacturers to supply a
which reduces
field
preparation to a
minimum. Bars var>’ from 3/4" to 1-3/8" diameter. Table
below gives time in labor-hours per tendon for placing, tensioning and grouting (if required) a 75' beam. Tendons used in buildings are not usually grouted; tendons for bridges usually are grouted. For strands the table indicates the labor-hours per pound for typical prestressed units 100' long. Simple span beams usually require oneend stressing regardless of lengths. Continuous beams are usually stressed from two ends. Long slabs are poured from the center outward and stressed in 75' increments after the initial 150' center pour.
Labor Hours per Tendon and per Pound of Prestressed Steel 100'
Length
Type
Kips
Preparation
&
if
Total Labor
100' Slab
Bars
Strand
1-3/8"
4
12
1
1
1
1
100
300
42
143
25
35
7.4
0.9
2.9
0.9
1.1
2.4
0.8
1.6
0.5
0.5
required
2.5
3.0
0.6
1.3
Hours
8.1
12.8
2.3
5.8
1.4
1.6
Prestressing Steel Weights (Lbs.)
215
640
115
380
0.038
0.020
0.020
0.015
Non-bonded
—
with span-to-depth ratio between lb. per S.F. for 24' to 28' bavs (usualh’ strand) and additional reinforcing steel averages .5 lb. per construction
36 and 44.
0.6"
2.0
Labor-hours per Lb. Bonded
Flat slab
0.5"
3.6
Placing Cables
Stressing Cables Grouting,
Beam
3/4"
0.5"
Number in
75'
Strand
Steel
Diameter
Force
Beam
Two way
4000
psi concrete
post-tensioned steel averages 1.0
S.F.
53
74
0.026
0.022
Labor cost per pound goes down as the size and length of the tendon The primary economic consideration is the cost per kip for the
increase.
member.
with span-to-depth ratio 28 to 30. Post-tensioned steel averages .8 lb. per S.F. and reinforcing steel about 1.0 lb. per S.F. Placing and stressing averages 40 hours per ton of total
Post-tensioning becomes feasible for beams and girders over 30' long; for continuous two-way slabs over 20' clear; also in transferring upper building loads over longer spans at lower levels. Post-tension suppliers will provide engineering services at no cost to the user. Substantial economies are possible
material.
b\'
Fan and
Beam
820
joist
construction
construction
—
—
4000
4000
to
psi concrete
5000
psi concrete. Steel
weights
var\' greatly.
using post-tensioned
lift
slabs.
R0345 Precast Architectural Concrete
Concrete R03451 3-1 0
Precast Concrete Wall Panels
Panels are either solid or insulated with plain, colored or textured finishes.
an important cost factor. Prices shown in the unit cost section of the book are based on delivery within 50 miles of a plant including fabricators' overhead and profit. Engineering data is available from fabricators to assist with constaiction details. Usual minimum job size for economical use of panels is about 5000 S.F. Small jobs can double the prices shown. For large, highly repetitive jobs, deduct up to 15% from the prices shown. Transportation
is
2" thick panels cost about the size is less.
same
and maximum panel marble or stone, add
as 3" thick panels,
For building panels faced with granite,
the material prices from those unit cost sections to the plain panel price
shown. Tliere finish rather
is
growing trend toward aggregate facings and broken
a
rib
No allowance has been made in the unit cost section for supporting steel framework. On one story buildings, panels may rest on grade beams and require only wind bracing and fasteners. On multi-story buildings panels can span from column to column and floor to floor. Plastic-designed steelframed structures may have large deflections which slow down erection and raise costs.
more economical than
Large panels are
small panels
on
a S.F. basis.
When
protrusions, returns, etc. Overhangs can triple erection costs. Panels over 45' have been produced. Larger flat units should
figuring areas include
all
be prestressed. Vacuum and can speed erection.
lifting
of smooth finish panels eliminates inserts
than plain gray concrete panels.
Concrete R034713-20
Ur Tilt
Up Concrete
R0347 Site-Cast Concrete
Panels
up construction is in the low cost of forms and the placing of concrete and reinforcing. Panels up to 75' high and 5-1/2" thick have been tilted using strongbacks. Tilt up has been used for one to five story buildings and is well-suited for warehouses, stores, offices, schools and
Requirements of local building codes may be a limiting factor and should be checked. Building floor slabs should be poured first and should be a minimum of 5" thick with 100% compaction of soil or 6" thick with less than 100% compaction.
residences.
Setting times as fast as nine minutes per panel have
The advantage of
tilt
on the floor slab. Most jobs use 5-1/2" thick solid reinforced concrete panels. Sandwich panels with a layer of insulating materials are also used. Where dampness is a factor, lightweight aggregate is used. Optimum panel size is 300 to 500 S.F.
The panels
are cast in forms
poured with 3000 psi concrete which permits tilting seven may be stacked on top of each other and are separated from each other by either two coats of bond breaker or a film of polyethylene. Use of high early-strength cement allows tilting two days after a pour. Tilting up is done with a roller outrigger crane with a capacity of at least 1-1/2 times the weight of the panel at the required reach. Exterior precast columns can be set at the same time as the panels; interior precast columns can be set first and the panels clipped directly to them. The use of cast-in-place concrete columns is diminishing due to shrinkage problems. Stnictural steel columns are sometimes used if crane rails are planned. Panels can be clipped to the columns or lowered between the flanges. Steel channels with anchors may be used as edge forms for the slab. When the panels are lifted the channels form an integral steel column to take stmctural loads. Roof loads can be carried directly by the panels for wall Slabs are usually
days after pouring. Slabs
heights to
R035216-10 field
is
usually purchased ready mixed, but
it
can
mixed.
nist staining. llse of a
broom
finish
is
popular since the unavoidable surface blemishes are
concealed. Precast
columns run from three
to five times the C.Y. price of the panels
only.
about 8
lbs.
for slab base tile,
comes
in bags of 4 C.F. under various trade names. per C.F. For in.sulating roof fill use 1:6 mix. For structural deck use 1:4 mix over g\'psum boards, steeltex, steel centering, etc., supported by closely spaced joists or bulb trees. For structural slabs use 1:3:2 vermiculite sand concrete over steeltex, metal lath, steel centering, etc., on joists spaced 2'-0" O.C. for maximum L.L. of 80 P.S.F. LJse same mix is
Reinforcing should be with #5 bars with vertical bars on the bottom. If is to be sandblasted, stainless steel chairs should be used to prevent
surface
Insulation
Lightweight Concrete
Vermiculite or Perlite
Weight
to get crane out after walls are erected. Good yarding procedure is important to minimize delays. Equalizing three-point lifting beams and self-releasing pick-up hooks speed erection. If panels must be carried to their final location, setting time per panel will be increased and erection costs may approach the erection cost range of architectural precast wall panels. Placing panels into slots formed in continuous footers will speed erection.
made
R0352 Lightweight Concrete Roof
Lightweight aggregate concrete
be
setting crew. If
14'.
Concrete
also
been observ'ed, but a would be four panels per hour with a crane and a four-man crane erects from inside building, some provision must be
safer expectation
fill
over steel flooring or regular reinforced concrete slab
terrazzo or other finish
is
to
be
when
laid over.
For slabs on grade use 1:3:2 mix when tile, etc., finish is to be laid over. If radiant heating units are installed use a 1:6 mix for a base. After coils arc in place, cover with a regular granolithic finish (mix 1:3:2) to a minimum
depth of 1-1/2" over top of Reinforce
all
slabs with
units.
6 x 6 or 10 x 10 welded wire mesh.
821
R0401 Maintenance of A^soniy
Masonry R0401 30-10
Cleaning Face Brick
S.F. an hour; on rough brick 50 On per hour. Use one gallon muriatic acid to 20 gallons of water for 1000
sniootli brick a
person can clean 70
Type N below.
two
-
Cement Mortar
Do
not use -acid solution until wall after
Time has been allowed
cleanup
for
two
is at
least
seven days
old,
but a mild
days.
in brick prices.
for
Masonry
(material only)
mix b}’ volume. Use evei^-where above grade except as noted mix using conventional masonry cement which saves handling
1:1:6 1:3
S.F.
soap solution may be used
R0405 Common Work Results
Masonry R04051 3-1 0
S.F.
separate bagged materials.
Type
M
1/4:3 mLx by volume, or 1 part cement, 1/4 (10% by wd;.) lime, 3 Use for heavy' loads and where earthquakes or hurricanes may occur. Also for reinforced brick, sewers, manholes and every'where below -
1:
parts sand.
grade. .Mix Proportions
by Volume and Compressive Strength of Mortar Allowable Proportions by Vo
Where Used
Mortar Type
Masonry Sand
1
1
—
6
1
—
1/4
3
1/2
1
—
4
1
Masonry
—
1/4 to 1/2
4
—
1
—
3
1
—
1/2 to 1-1/4
6
—
1
—
3
N
Masonry
0
1
K
1
PM
1
1
PL
Notc: Tlie total aggregate should be between 2.25 to 3 times the
sum
— —
The material cost of mixed mortar C.F.
is
included in the material cost of those
and includes the cost of renting and operating a 10 the rate of 200 C.F. per day.
unit price lines
mixer
at
R04051 9-50 reinforcing
is
in
many
locations
is
may
still
where
wall
movement
required by code. Horizontal joint
generally not considered to
unreinforced wall
be
structural reinforcing
and an
contain joint reinforcing.
Reinforcing .strips come in 10' and 12' lengths and in truss and ladder shapes, with and without drips. Field labor runs between 2.7 to 5.3 hours per 1000 L.F. for wall thicknesses up to 12".
822
28 days
2500
psi
1800
psi
750
psi
1-1/4 to 2-1/2
9
350
2-1/2 to 4
12
75
1
—
6
2500
psi
—
1/4 to 1/2
4
2500
psi
psi psi
There are two types of mortar color used. One type is the inert additive type with about 100 lbs. per M brick as the typical quantity required. These colors are also available in smaller-batch-sized bags (1
lb.
to 15 lb.)
which
can be placed directly into the mixer without measuring. The other type premixed and replaces the masonry' cement. Dark green color has the
is
highest cost.
Masonry Remfordns
Horizontal joint reinforcing helps prevent wall cracks
may occur and
@
of the cement and lime used.
Fhe labor cost to mix the mortar is included in the productivity and labor cost of unit price lines in unit cost sections for brickwork, blockwork and stonework.
same
Compressive Strength
Hydrated Lime
S
Reinforced
ume
Masonry Cement
M
Plain
Cement
Portland
The wire meets ASTM A82
for cold drawn steel wire and the typical size is with 3/16" diameter also available. Typical finish is mill galvanized with zinc coating at .10 oz. per S.F. Class 1 (.40 oz. per S.F.) and Class 111 (.80 oz per S.F.) are also available, as is hot dipped galvanizing at 1.50 oz. per S.F.
9
ga. sides
and
ties
Masonry
R0421 Clay Unit Masonry Economy
R0421 10-10
in Bricklaying
Have adequate supervision. Be sure bricklayers are always supplied with is no waiting. Place best bricklayers at comers and
Use wider bricks for one w)the wall constmction. Keep scaffolding away from wall to allow mortar to fall clear and not stain wall.
openings.
On
materials so there
Use only screened sand for mortar. Otherwise, labor time will be wasted picking out pebbles. Use seantless metal tubs for mortar as they do not leak or catch the trowel. Locate stack and mortar for easy wheeling.
large jobs
develop specialized crews for each type of masonn'
Consider designing for prefabricated panel constmction on high
unit.
rise projects.
Avoid excessive comers or openings. Each opening adds about 50% to labor cost for area of opening.
Have brick delivered for stacking. This makes for faster handling, reduces chipping and breakage, and requires less storage space. Many dealers will
common
deliver select
affords quick handling ten,
in 2'
x
Bolting stone panels and using
with a crane or
forklift
and easy tonging
in units
window frames
as stops reduces labor costs
and speeds up erection.
x 4' pallets or face brick packaged. This
y
of
which reduces waste.
Common and
R0421 1 0-20 Common
Face Brick ASTM C62 and
building brick manufactured according to
ASTM C2l6
brick manufactured according to
are the
with 280 to 300 per pallet, or packaged, allow only 1-1/2% for breakage. Packaged or palletized delivery' is practical when a job is big enough to have a crane or other equipment available to handle a package of brick. This is so on all industrial work but not always tme on small commercial buildings.
facing
two standard
bricks
available for general building use. is made in three grades; SW, where high resistance to damage caused by cyclic freezing is required; MW, where moderate resistance to cyclic freezing is needed; and NW, where little resistance to cyclic freezing is needed. Facing brick is made in only the two grades SW and MW.
Building brick
Additionally, facing brick
The use of buff and gray face is increasing, and there to the Norman, Roman, Jumbo and SCR brick.
Common
available in three types; FBS, for general use;
is
FBX, for general use where a higher degree of precision and lower is needed; and FBA, for general use to
cement brick. Building brick and as a fire stop.
Brick,
commonly used
is
Block
Type
of Brick per S.F. of Wall
Nominal Size
Brick
8
Standard
(incl.
&
on the ground and then crane erected to the upper floors have proven to be economical. This allows the work to be done under cover and without scaffolding.
Mortar Quantities
X 2-2/3 X
8
X 3-1/5 X
Single
Wythe
wit h
For Other Bonds Standard Size
3/8" Joints
Modular
Number
W
Coursing
per
4
8x4x4
Economy
-
mortar)
H
L
4
C.F. of
Bricks,
of Brick
Mortar per
Add
M
Waste Included
Bond
3/8" Joint
1/2" Joint
Type
Common
S.F.
3C=8"
6.75
10.3
12.9
1C=4"
4.50
11.4
14.6
10.6
13.6
—
to S.F. Quantities in Table to Left
full
header every
fifth
full
header every
sixth
English
full
header every second course
Flemish
alternate headers every course
5C=16’'
5.63
2C=5"
6.40
Jumbo
12 X 4 X 6 or 8
1C=4"
3.00
23.8
30.8
Norman
12 X 2-2/3 X 4
3C=8"
4.50
14.0
17.9
Header =
Norwegian
12x3-1/5x4
5C=16"
3.75
14.6
18.6
Rowlock = H X
Fire
Roman
SCR Utility
Fireclay
Wx
+100%
6.00
13.4
17.0
4.50
21,8
28.0
Soldier
12x4x4
1C=4"
3.00
15.4
19.6
Sailor
X 8"
' block of same about the same as equal-sized regular block.
be hgured
size.
Hollow non-load-bearing
blocks are more expensive than regular units Lintel blocks are 8" long and either 8" or 16" high. lintel
R050516-30
is
necessarily omitted. All
done in the field and usually consists of red oxide aist or an aluminum paint. The table below shows paint coverage
painting must be
and
daily
production for
field painting.
Type
Surface Area per Ton
300
Medium
150
Heavy
50
Structural
S.F. to
S.F. to
S.F. to
225
Weighted Average
Welded
R050521-20
500
300
150
One Coat
—
For welded taisses add
Up
to
15%
less steel
compared to one that is shop shop bolted or welded. (ieneral
—
E60T and
13. 50 for
ASTM Cl 29 and
hollow
for Metals
hot-dipped galvanizing and Division 09 97
coatings.
S.F.
S.F.
S.F.
S.F.
Gallon Covers
In
Spray
455
8 Hrs. Person Covers
Brush
640
500
2nd
450
410
800
3rd
450
410
960
Ail
400
365
S.F.
S.F.
Spray
2000
Average per Ton Spray Gallons
Labor-hours
0.9 gals.
1.6
2400
1.0
1.3
3200
1.0
1.0
1600
3200
0.6
0.6
S.F.
S.F.
1st
400
365
1920
4000
0.2
0.2
2nd
400
365
2000
4000
0.2
0.2
3rd
400
365
2000
4000
0.2
0.2
All
400
365
1350
3000
0.6
0.6
4% to weight of main members for can be expected in a welded taiss
bolted. Cost of erection
is
the same whether
LH.
ton of as
steel.
Buildings utilizing continuous design require about three times
much welding
as conventional
welded
staictures. In estimating field
weld per ton welding cost per ton. The ripe, size and position of the weld will have a direct bearing on the cost per linear foot. A typical field welder will deposit 1.8# to 2# of weld rod per hour manually. Using semiautomatic methods can increase production by as much as 50% to 75%. erection by welding,
it
is
best to use the average linear feet of
to arrive at the
Typical electrodes for .structural steel welding are E6010, E6011,
between 2#
to
S# of weld rod per
High Strength Bolts
bolts (A307) are usually used in secondaiy connections (see
Division 05 05 23.10).
High strength bolts (A325 and A490) are usually specified for primary' connections such as column splices, beam and girder connections to columns, column bracing, connections for supports of operating equipment or of other live loads which produce impact or reversal of stress, and in structures carry ing cranes of over 5-ton capacity.
824
to
C90.
Structural Steel
E”()T. T) pical buildings varv’
R050523-10 Common
made according
ASTM
13.23 for field-applied cold galvanizing and other paints and protective
1st
For normal spans of 18' to 24' figure 6 to 7 connections per ton.
connections.
See Division 05 05
Brush
Usual weight reductions with welded design run 10% to 20% compared with bolted or riveted connections. This amounts to about the same total cost compared with bolted structures since field welding is more expensive than
Trusses
speed constmetion of continuous
See Divi.sion 05 01 10.51 for steel surface preparation treatments such as wire bmshing, pressure washing and sand blasting.
Construction
Light Structural
bolts.
will
Coating Structural Steel
field-welded jobs, the shop-applied primer coat
inhibitive paint
units are
load-bearing units acc.ording to
R0505 Common Work Results
Metals On
Use of motorized mortar spreader box walls.
Allow 20 field bolts per ton of steel for a 6 story office building, apartment house or light industrial building. Eor 6 to 12 stories allow 25 bolts per ton, and above 12 stories, 30 bolts per ton. On power stations, 20 to 25 bolts per ton are needed.
R051 2 Structural Steel Framing
Metals
9.
R051 223-10
Structural Steel
The bare material prices for
structural steel,
shown
in the unit cost sections
of the book, are for 100 tons of shop-fabricated strtictural steel
and
10.
include: 1 1
1
.
.
Shop coat of primer paint Shop listing Shop delivery to the job site
base price of structural steel
Mill
In unit cost sections of the
scrap/grade/size/length extras
2. Mill 3.
steel
Mill delivery to a metals service
center (warehouse) 1
and handling
4.
Service center storage
5.
Service center delivery^ to a fabrication shop
6.
Shop storage and handling
7.
8.
Shop Shop
affects the
down
speed of erection. Moment connections for continuous design production and increase erection costs.
open web bar
50 per
da}'
joists can be set at the rate of 75 to 80 per day, with being the average for setting long span joists.
main members are calculated, add the following for usual allowances: 2% to 3%; column splices 4% to 5%; and miscellaneous details 4% to 5%, for a total of 10% to 13% in addition to main members.
After
base plates
The
ratio
of column to
beam tonnage
used, typical spans, story' heights It is
to a metals service center (warehouse)
4.
Service center storage and handling
5.
Service center delivery to the job site
Steel Estimating Quantities
on erection is that a crane can handle 35 to 60 pieces per day. Say the average is 45. With usual sizes of beams, girders, and columns, this would amount to about 20 tons per day. The type of connection greatly
Short
scrap/grade/size/length extras
3. Mill delivery'
drafting/detailing
steel includes:
Mill base price of structural steel
2. Mill
estimate
slow
that contain items for field fabrication of
fabrication
R051223-20 One
.
book
components, the bare material cost of
and
varies
depending on type of
steels
live loads.
more economical to keep the column size constant and to column by using Itigh strength steels. This also
strength of the
vary'
the
saves floor
gone as high as ten stories with 8" high columns under W8X31 lb. sections, concrete
space. Buildings have recently
strength columns. For light filled steel
High strength steels may be used in columns and beams to save floor space and to meet head room requirements. Higlt strength steels in some sizes sometimes require long lead times.
Round, square and rectangular columns, both plain and concrete filled, are readily available and save floor area, but are higher in cost per pound than rolled columns. For high unbraced columns, tube columns may be less expensive.
Below are average minimum figures for the weights of the structural steel frame for different types of buildings using A36 steel, rolled shapes and simple joints. For economy in domes, rise to span ratio = .13. Open web joist framing systems will reduce weights by 10% to 40%. Composite design can reduce steel weight by up to 25% but additional concrete floor slab thickness may be required. Continuous design can reduce the weights up to 20%. There are many building codes with different liv'e load requirements and different stmctural requirements, such as hurricane and earthquake loadings which can alter the figures.
columns are economical. Structural Steel Weights per S.F. of Floor Area
Type
Type
of
No. of
Avg.
L.L.
Lbs.
of
No. of
Avg.
L.L.
Lbs.
Building
Stories
Spans
#/S.F.
Per S.F.
Building
Stories
Spans
#/S.F.
Per S.F.
8
Apartments
2-8
20'x20'
40
8
20'x20' Steel
Frame Mfg.
1
30'x30'
40
13 18
40'x40'
9-25
14
10
10
to
Parking garage
4
Various
80
8.5
Domes
1
200'
30
10
30
26
15
over 50
35
(Schwedler)*
300'
Office
20
Various
80
18
825
R0512 R051 223-25
Common
Structural Steel Framins
Structural Steel Specifications
ASTM A992 (fomicrl)' A36, then A572 Grade 50) is the all-puriiose carbon grade steel widely used in building and bridge constniction. below may each have certain advantages carbon steel, depending on the application. The\' have proven to be economical choices where, due to lighter members, the reduction of dead load and the associated savings in shipping cost can be significant. llie other high-strength steels listed
over
ASTM A992
stuetural
ASTM A588
atnrospheric weathering, high-strength low-alloy steels can be used in the bare (uncoated) condition, where exposure to normal atmosphere causes a tight!)’ adherant oxide to form on the surface protecting the steel from further oxidation. ASTM A242 corrosion-resistant, high-strength low-alloy steels have enhanced atmospheric corrosion resistance of at least two times that of carbon structural steels with copper, or four times that of carbon stnictural steels without copper. The reduction or elimination of maintenance resulting from the use of these steels often offsets their liiglier initial cost.
Minimum «
ASTM Steel
Type
Yield Stress
Designation
Carbon
High-Strength Low-Alloy
in
Shapes Available
KSI
bars up thru 8" thick
A36
36
All
A529
50
Structural
50
All
structural
shape groups
A913
60
42
All
structural
shape groups, and plates
&
bars up thru 6" thick
50
All
structural
shape groups, and plates
&
bars up thru 4" thick
55
Structural
60 65 50
All
42
Structural
shape groups 4
&
46
Structural
shape group
and plates
50
Structural
shape groups
structural
shape groups, and plates
shape group
1,
and plates
&
&
bars up thru 2" thick
65
Quenched & Self-Tempered
70
A572
High-Strength Low-Alloy
Columbium-Vanadlum
A992
High-Strength Low-Alloy
shape groups
1
Structural
shape groups
1
Structural
shape group
structural
1,
&
2,
and plates
&
bars up thru 2" thick
&
2,
and plates
&
bars up thru 1-1/4" thick
and plates
&
bars up thru 1-1/4" thick
shape groups
Columbium-Vanadium Weathering
A242
High-Strength Low-Alloy
Weathering High-Strength Low-Alloy
A588
Quenched and Tempered
A852
A514
3, 1
&
5,
2,
and plates
&
and plates
42
Plates
&
bars over 5" up thru 8" thick
46
Plates
&
bars over 4" up thru 5" thick
50
All
70
Plates
&
bars up thru 4" thick
90
Plates
&
bars over 2-1/2" up thru 6" thick
100
Plates
&
bars up thru 2-1/2" thick
structural
shape groups, and plates
&
bars over 1-1/2" up thru 4" thick
bars over 3/4" up thru 1-1/2" thick
&
&
bars up thru 3/4" thick
bars up thru 4" thick
Low-Alloy
Quenched and Tempered
'
Alloy
R051 223-30
High Strength Steels
may be higher than A992 carbon steel but their proper use can achieve overall savings through total reduced weights. For columns with L/r over 100, A992 steel is best; under 100, high strength steels are economical. For heavy columns, high strength steels llte mill price of high strength steels
are economical
when cover
plates are eliminated.
There
is
no economy using
high strength steels for clip angles or supports or for beams where deflection governs. Thinner members are more economical than thick.
826
The per ton
erection and fabricating costs of the high strength steels will be A992 since the same number of pieces, but less weight,
higlier than for will
be
in.stalled.
R0512
Metals
Common
R051 223-35 The upper portion of
Common
— ->
Steel Sections
shows the name, shape, common designation of commonly used steel sections. The lower
this table
and basic characteristics
Structural Steel Framing
portion explains
common
W Shape W 18
Angle X
I
35
1
— Weight
in
L
Pounds per Foot
•Nominal Depth
in
S
_—
M
1_
in
C
Weight in
in
illustrated
in
Inches
Inches
x 100
Weight
in
in
MT
5 X 4.5
Pounds per Foot
1
—
in
in
Pounds per Foot in
Inches (Actual 8-1/2")
in
Pounds per Foot
Inches (Actual 6-1/4")
Weight
Depth
Inches
in
in
Pounds per Foot
Inches
Bearing Pile
-HP
8 X 22.8
Weight
Depth
— Weight Depth
^
_—
—
in
Tee Cut from MIO x 9
Miscellaneous Channel
1
6 X 17.5
Inches
Weight
Depth
MC
1
1_
-
^
Inches
Thickness of Each Leg
-Nominal Depth
Pounds per Foot
8 X 11.5 ^
Wl6
Inches
American Standard Channel
->
above
Tee Cut from SI 2 x 35
Depth
-
in
Length of Other Leg
8 X 50
Pounds per Foot
-ST
—
6 X 3-1/2 X 3/8-^
^ in
Beam
8 X 6.5
Length of Long Leg
Tee Cut from
Weight
Depth Miscellaneous
—
Inches (Actual 17-3/4")
- WT
12 X 31.8 ^ 1
j
^
American Standard Beam
->
to read the designations used for the
drawing designations follow:
^
-
how
sections.
in
in
Pounds per Foot
Inches
12 X 84
1
Weight
in
Pounds per Foot
Nominal Depth
in
Inches (Actual 12-1/4")
827
r
R0512 R051 223-45 'Hie following tables
Installation show
stnictiiral steel shapes.
Time for Structural Steel Building Components
the expected average installation times for various
Table
Table B for beams. Table
Structural Steel Framing
C
A
for light framing
and
bolts,
and Table
D
Table
W Shape W6x9
Labor-Hours
Unit
Columns Concrete
Filled
Unit
Labor-Hours
Unit
.949
Ea.
.093
L.F.
WIO
X
22
1.037
Ea.
.085
L.F.
W12
X
26
1.037
Ea.
.064
LF.
W14
X
34
1.333
Ea.
.069
L.F.
1.333
Ea.
.062
L.F.
2.162
Ea.
.088
LF.
3-1/2" Diameter
.933
Ea.
W16x31
6-5/8" Diameter
1.120
Ea.
W18
X
50
W21
•
X
62
2.222
Ea.
.077
L.F.
3" Diameter
.933
Ea.
W24
X
76
2.353
Ea.
.072
L.F.
8" Diameter
1.120
Ea.
W27
X
94
2.581
Ea.
.067
L.F.
12" Diameter
1.244
Ea.
W30
X
108
2.857
Ea.
.067
L.F.
W33
X
130
3.200
Ea.
.071
L.F.
W36
X
300
3.810
Ea.
,077
L.F.
Steel Pipe
Structural Tubing
4" X 4" oo
X
OO
12" X 8"
W
Labor-Hours
Beams,
A
Description
Description
for
stnictural steel for various project types.
Steel,
Table B
presents installation times for columns,
Shape 2
X
1,120
Ea.
1,167
Ea.
45
.052
L.F.
.057
LF.
.054
Labor-Hours
Unit
Angles 4" and Larger
.055
lbs.
Less than 4"
.091
lbs.
Channels 8" and Larger
.048
.058
lbs.
Less than 8"
.072
50
lbs.
Cross Bracing Angles
.055
lbs.
.034
lbs.
.069
lbs.
3/4" Bolts
.070
Ea.
7/8" Bolts
.076
Ea.
L.F, L.F. L.F.
W12xl90
.061
L.F.
W14
.057
L.F.
.061
L.F.
X
C
Light Framing
.054
X
Table Description
W10xll2 W12
Ea.
Tier
W8x31 W8x67 WIO
.966
74
W14xl76
Rods Hanging
Lintels
High Strength Bolts
in
Place
Table Description
D
Labor-Hours
Unit
Labor-Hours
Unit
Ton
Apartments, Nursing Homes, etc. 1-2 Stories
4.211
Piece
7.767
3-6 Stories
4.444
Piece
7.921
Ton
7-15 Stories
4.923
Piece
9.014
Ton
Over 15 Stories
5.333
Piece
9.209
Ton
Offices, Hospitals, etc.
1-2 Stories
4.211
Piece
7.767
Ton
3-6 Stories
4.741
Piece
8.889
Ton
7-15 Stories
4.923
Piece
9.014
Ton
Over 15 Stories
5,120
Piece
9.209
Ton
3.478
Piece
6.202
Ton
Industrial Buildings 1
R051 223-50
Story
Subpurlins
Bulb tee subpurlins are structural members designed to support and reinforce a varien- of roof deck systems such as precast cement fiber roof deck tiles, monolithic roof deck systems, and gypsum or lightweight concrete over formboard. Other uses include interstitial service ceiling systems, wall panel
joist anchoring in bond beams. See Unit Price section for square foot basis at .-^2-5/8" O.C. Maximum span is based on a condition with a total allowable vertical load of 40 psf.
systems, and pricing .-^-span
on
a
^
Metals R051 223-80
R0512
Structural Steel Framing
Dimensions and Weights of Sheet Steel Approximate Thickness Inches (in
Inches
fractions)
(in
Gauge
Wrought
Wrought
No.
Iron
Iron
/2
1
000000
15/32
00000
7/ 16
0000
13/32
000
3/8
00
11 /32
0
5 / 16
1
9/32 17/64
3
1
4
15 /64
5
7/ 32
6
13/64
7
3/ 16
8
11 /64 .
/4
5/32
9/64
11
/8
1
12
7 /64
13
3/32
14
5 /64
15
9/ 128
16 17 18
1
/ 16
9/ 160 1
/20
19
7/ 160
20
3/80
21
22
23 24
12.146
320
20.000
97.650
.46875
.4484
11.389
300
18.750
91.550
.4375
.4185
10.630
280
17.500
85.440
.40625
.3886
9.870
260
16.250
79.330
.375
.3587
9.111
240
15.000
73.240
.34375
.3288
8.352
220
13.750
67.130
.3125
.2989
7.592
200
12.500
61.030
.28125
.2690
6.833
180
11.250
54.930
.265625
.2541
6.454
170
10.625
51.880
.25
.2391
6,073
160
10.000
48.820
11 /320 1
/32
9/320
40
"
"
"
"
"
7/320
26
3/ 160
27
11 /640
28
1/
64
9.375
45.770
140
8.750
42.720
.203125
.1943
4.935
130
8.125
39.670
.1875
.1793
4.554
120
7.500
36.320
.171875
.1644
4.176
no
6.875
33.570
.15625
.1495
3.797
100
6.250
30.520
.140625
.1345
3.416
90
5.625
27.460
.125
.1196
3.038
80
5.000
24.410
.109375
.1046
2.657
70
4.375
21.360
.09375
.0897
2.278
60
3.750
18.310
.078125
.0747
1.897
50
3.125
15.260
.0713125
.0673
1.709
45
2.813
13.730
.0625
.0598
1.519
40
2.500
12.210
.05625
.0538
1.367
36
2.250
10.990
.05
,0478
1.214
32
2.000
9.765
.04375
.0418
1.062
28
1.750
8.544
"
.0359
.912
24
1.500
7.324
.034375
.0329
.836
22
1.375
6.713
.03125
.0299
.759
20
1.250
6.103
.028125
.0269
.683
18
1.125
5.490
.025
.0239
.607
16
1.000
4.882
.021875
.0209
.531
14
.875
4.272
.01875
.0179
.455
12
.750
3.662
.0171875
.0164
.417
11
.688
3.357
.015625
.0149
.378
10
.625
3.052
.0375
"
"
'
"
1/
25
150
5.314
"
"
Kg.
5.695
"
"
in
.2092
"
"
Lbs.
.2242
"
"
in
.234375
" "
in
.21875
"
"
Meter
.4782
"
"
S.F.
.5
"
"
Ounces
per
Steel
"
"
S.F.
Steel
"
2
10
per
"
"
per Square
Millimeters
"
0000000
9
Weight
decimal parts)
"
"
"
"
R0531 Steel Deckins Decking Descriptions
R053100-10 C^neral Steel
.\U Deck Products
-
deck
is
made by cold forming
stmctiiral grade sheet steel into a
repeating pattern of parallel ribs. The strength and stiffness of the panels are the result of the ribs and the material properties of the steel. Deck lengths
can be
\
aried to suit job conditions, but because of shipping considerations,
40 feet. Standard deck width varies with the product sheets are usually 12", 18", 24", 30", or 36". Deck is typically
are usualh' less than
used but
full
furnished in a standard width with the ends cut square.
width, such as
Deck
is ty
openings or for angular
fit,
is
done
at
Any
Standard roof deck finishes are galvanized or primer painted. The standard applied paint for roof deck is a primer paint and is not intended to weather for ej^ended periods of time. Field painting or touching up of abrasions and deterioration of the primer coat or other protective finishes is the responsibility' of the contractor.
cutting for
the job
factory'
site.
frame with arc puddle welds, driven pins. Sheet to sheet done with screws, button punching (crimping), or welds.
pically attached to the building
self-drilling
fastening
at
screws, or
is
Roof deck is ty pically installed to endlap approximately 2" over supports. However, it can be butted (or lapped more than 2") to solve field fit problems. Since designers frequently use the installed deck system as part of the horizontal bracing sy stem (the deck as a diaphragm), any fastening substitution or change should be approved by the designer. Continuous perimeter support of the deck is necessary' to limit edge deflection in the finished roof and may be required for diaphragm shear transfer.
powder or pneumatically
Composite Floor Deck
Cellular
deck serves several purposes. working platform, (b) stabilizes the frame, (c) serves as a concrete form for the slab, and (d) reinforces the slab to carry the design loads applied during the life of the building. Composite decks are distinguished by the presence of shear connector devices as part of the deck. These devices are designed to mechanically lock the concrete and deck together so that the concrete and the deck work together to carry subsequent floor loads. These shear connector devices can be rolled-in embossments, lugs, holes, or wires welded to the panels. The deck profile can also be used to interlock concrete and steel.
Cellular
After installation and adequate fastening, floor It
(a) acts as a
Deck
deck is made by attaching a bottom steel sheet to a roof deck or composite floor deck panel. Cellular deck can be used in the same manner floor deck. Electrical, telephone, and data wires are easily nin through the chase created between the deck panel and the bottom sheet.
as
When
used as part of the electrical distribution system, the cellular deck must be installed so that the ribs tine up and create a smooth cell transition at abutting ends. The joint that occurs at butting cell ends must be taped or otherwise sealed to prevent wet concrete from seeping into the cell. Cell interiors must be free of welding burrs, or other sharp intrusions, to prevent damage to wires.
ta)mposite deck finishes are either galvanized (zinc coated) or
When
phosphatized/painted. Galvanized deck has a zinc coating on both the top
view. Care must be maintained during erection to keep good alignment and
and bottom surfaces. The phosphatized/painted deck has a bare come into contact with the concrete, niis bare top surface can be expected to develop rust before the concrete placed. The bottom side of the deck has a primer coat of paint.
prevent damage.
(pho.sphatized) top surface that will
(a)mposite floor deck
is
a tiglit metal to metal
fit
if
flat
plate
is
usually
left
exposed to
deck is sometimes used with the flat plate on the top side to provide working surface. Installation of the deck for this purpose requires special methods for attachment to the frame because the flat plate, now on the top, can prevent direct access to the deck material that is bearing on the structural steel. It may be advisable to treat the flat top surface to prevent Cellular
is
normally installed so the panel ends do not overlap
on the supporting beams. Shear
used as a roof deck, the bottom
lugs or panel profile shape often prevent
the panel ends overlap; the air gap caused by
(nerlapping will prevent proper fusion with the structural steel supports when the panel end laps are shear stud welded. as show n on the shown on the drawings,
a
flat
slipping.
Cellular
deck
is
always furnished galvanized or painted over galvanized.
Form Deck
Adequate end bearing of the deck must be obtained bearing
is
actually' less in
further investigation
is
required.
drawings.
R(M)f
If
the field than
Deck
Roof deck is not designed to act compositely with other materials. Roof deck acts alone in transferring horizontal and \ertical loads into the building frame. Roof deck rib openings are usually narrower than floor deck rib openings. This provides adequate support of rigid thermal insulation board.
830
Form deck can be any
floor or roof deck product used as a concrete form. Connections to the frame are by the same methods used to anchor floor and roof deck. Welding washers are reconunended when welding deck that is less than 20 gauge thickness.
Form deck is furnished galvanized, prime painted, or uncoated. Galvanized deck must be used for those roof deck systems where form deck is used to carry' a
lightweight insulating concrete
fill.
Wood,
Plastics
& Comp.
R061 1
Lumber Product Material
R061 1 1 0-30
Wood
Prices
from location to location and from season to season depending upon economic conditions. The bare
The price of
Framing
forest products fluctuates widely
Availability of certain items
checked prior
depends upon geographic location and must be
to firm-price bidding.
material prices in the unit cost sections of the book show the National Average material prices in effect Jan. 1 of this book year. It must be noted that lumber prices in general may change significantly during the year.
Wood,
Plastics
R061 636-20
& Comp.
R0616 Sheathing
Plywood
There are two types of plywood used in constaiction: interior, which is moisture-resistant but not waterproofed, and exterior, which is waterproofed.
Typical uses for various
The grade of the exterior surface of the plywood sheets is designated by the first letter: A, for smooth surface with patches allowed; B, for solid surface with patches and plugs allowed; C, which may be surface plugged " or may have knot holes up to 1 wide; and D, which is used only for interior type plywood and may have knot holes up to 2-1/2" wide. “Structural Grade” is specifically designed for engineered applications such as box beams. All CC & DD grades have roof and floor spans marked on them.
BB Plyform
Underlayment-grade plywood runs from 1/4" to 1-1/4" thick. Thicknesses 5/8" and over have optional tongue and groove joints which eliminate the need for blocking the edges. LInderlayment 19/32" and over may be referred
AA-AD
CDX
Interior
—
—
—
plywood grades
are as follows:
cupboards, shelving, paneling, furniture
concrete form plywood
wall and roof sheathing
Stnictural
—
box beams,
girders, stressed skin panels
— fences, signs, siding, etc. Underlayment — base for resilient floor coverings Overlaid HDO — high density’ for concrete forms & highway signs Overlaid MDO — medium density' for painting, siding, soffits & signs 303 Siding — exterior siding, textured, striated, embossed, etc.
AA-AC
Exterior
soffits,
to as Sturd-i-Floor.
The price of plywood can
fluctuate widely
due
to geographic
and economic
conditions.
&
Thermal R0731 26-20
slate usually
random widths. For standard 3/16" thickness use nails.
Allow
for
3%
R0751 1 3-20 Asphalt
is
in
copper
Protec.
R0751 Built-Up Bituminous Roofing
Built-Up Roofing
available in kegs of
Prepared roofing
comes
1-1/2"
breakage.
& Moist.
Thermal
100
lbs.
each; coal tar pitch in 560
wide range of
lb.
kegs.
weights and characteristics. However, the most commonly used are #15 (432 S.F. per 13 lbs. per square) and #30 (216 S.F. per roll, 27 lbs. per square).
bitumen
felts are available in a
sizes,
roll,
from 24 lbs. per sq. (asphalt) to 30 lbs. per sq. (coal 25%. Flood coat bitumen also varies from 60 lbs. per sq. (asphalt) to 75 lbs. per sq. (coal tar), MF4@ 25%. Expendable equipment (mops, brooms, screeds, etc.) nms about 16% of the bitumen cost. For new, inexperienced crews this factor may be much higher. Inter-ply
tar)
per
ply,
varies
MF4@
& Shakes
Roof Slate
and 20" are standard lengths, and
16", 18"
R0731 Shingles
Moist. Protec.
Rigid insulation board
is typically’
applied in
two
layers. Tlie first is
mechanically attached to nailable decks or spot or solid mopped to non-nailable decks; the second layer is then spot or solid mopped to the first layer.
membrane on
Membrane application follows the insulation, except in protected roofs, where the membrane goes down first and the insulation
top, followed with ballast (stone or concrete pavers). Insulation
related labor costs are
NOT
and
included in prices for built-up roofing.
831
F
& Moist.
Thermal
R0752 Modified Bituminous Membrane Roofing
Protec.
Modified Bitumen Roofing
R075213-30
dependent on the type of based on the type of modifier used in the bitumen. The two most popular modifiers are atacfic polypropylene (APF) and sty rene butadiene styrene (SBS). The modifiers are added fo heafed bitumen during the manufacturing process to change its characteristics. A polyethylene, polyester or fiberglass reinforcing sheet is then sandwiched betyy'een layers of tliis bitumen. When completed, the result is a pre-assemblcd. built-up roof that has increased elasticity’ and weatherablility. Some manufacturers include a surfacing material such as ceramic or mineral granules, metal particles or sand.
The
The preferred method of adhering SBS-modified bitumen roofing to the substrate is with hot-mopped asphalt (much the same as built-up roofing). This installation method requires a tar kettle/pot to heat the asphalt, as well
they offer the
The
cost of modified bitumen roofing
is
higltly
installation that is planned. Installation is
alternative
follows.
A
method
for applying
APP and SBS modified bitumen
is
as
skilled installer uses a torch to melt a small
pool of bitumen off the membrane. This pool must form across the entire roll for proper adhesion.
The
installer
must unroll the roofing
bitumen, but
fast
enough
to prevent
at
a pace slow
damage
enough
to melt the
to the rest of the
membrane.
Modified bitumen roofing provides the advantages of both built-up and single-ply roofing. Labor costs are reduced over those of built-up roofing because only a single ply is necessaty’. The elasticity of single-ply roofing attained with the reinforcing sheet and polymer modifiers. Modifieds have
some
self-healipg characteristics reliability
and
and because of
is
their multi-layer construction,
safety of built-up roofing.
and equipment necessar}' to distribute and spread the
as the labor, tools
hot asphalt.
& Moist.
Thermal R078413-30
R0784 Firestopping
Protec.
Firestopping Ductwork
penetrations and the top side of floor penetrations.
is assumed to be sheet metal, stainless steel or similar metallic Duct penetrations are assumed to be through concrete, grout or joint compound. Costs for penetrations and sleeves are not included. An annular space of 1/2" is assumed.
Pipe penetrations are assumed to be through concrete, grout, or joint sleeved or unsleeved. Costs for the penetrations and
wrap
Firestopping
is
the sealing of stmctural, mechanical, electrical and other
penetrations througli fire-rated assemblies. sy
The
basic
components of
firestop
stems are safing insulation and firestop sealant on both sides of wall
compound and can be
sleeves are not included.
An
annular space of 1"
is
assumed. Escutcheons
are not included.
assumed
be copper, aluminum, cast iron or similar metallic is assumed to be covered with a thermal insulating jacket of vary ing thickness and materials. Metallic pipe
is
to
material. Insulated metallic pipe
assumed
to be PVC, (TVC, FR Polypropylene or similar Intumescent firestop sealant or wrap strips are included. Collars on both sides of wall penetrations and a sheet metal plate on the underside of floor penetrations are included.
Non-metallic pipe
is
plastic piping material.
832
material.
Multi-trade openings include costs for sheet metal forms, firestop mortar, strips, collars
and sealants
as necessary.
assumed to be 1/2" or less. CMU walls are assumed to be within 1-1/2" of metal deck. Dry’wall walls are assumed to be tight to the underside of metal decking. Structural penetrations joints are
'
Metal panel, glass or curtain wall systems include a spandrel area of 5 foil-faced insulation. Fasteners and stiffeners are
with mineral wool included.
filled
R0813 Metal Doors
Openings R081313-20
Steel
Door Selection Guide
Standard steel doors are classified into four levels, as
Door
recommended by
For complete standard steel door construction specifications and available the Steel Door Institute Technical Data Series, ANSI A250.8-98
the
below. Each of the four levels offers a range of construction models and designs, to meet architectural requirements for preference and appearance, including full flush, seamless, and stile & rail. Recommended minimum gauge requirements are also included. Steel
Institute in the chart
sizes, refer to
ANSI A250.4-94 Test Procedure and Acceptance Criteria Endurance of Steel Door and Hardware Reinforcements.
(SDI-IOO), and for Physical
For
Model
Level
I
Full
Standard Duty
2
Seamless
1
Full
Heavy Duty
2
Seamless
1
Full
2
Seamless
Extra
Maximum Duty
IV
‘Stiles
&
rails
Heavy Duty
are 16 gauge; flush panels,
when
specified, are
R0851 23-10
S.F.
30
90
L.F.
S.F.
R08521 6-1 0 a
Thickness (mm)
20
0.032
0.8
18
0.042
1.0
16
0.053
1.3
14
0.067
1.6
Flush
&
3
‘Stile
1
Full
2
Seamless
Rail
Flush
18 gauge
or 1.3 sash unit per hour, whichever
Glazier production 1
lb.
depends on
light size.
special steel sash putty per 16"
x 20"
light.
per hour.
per coat per hour.
R0852 Wood Windows
Openings To ensure
(in)
Flush
Allow
Painter will paint
Thickness
Steel Sash
Ironworker crew will erect 25
will point
Gauge
R0851 Metal Windows
Openings
Mechanic
Min.
Flush or Seamless
Flush
1
II
III
Construction
Full
Window
Estimates
complete window estimate, be sure to include the material and window, as well as the material and labor costs for
labor costs for each
an interior
wood
trim
set.
833
R0871 Door Hardware R0871 10-10
Hardware Finishes
describes hardware finishes used throughout the industry’. It also the base metal and the respective symbols in the three predominate
Many
Tliis tabic
systems of identification.
shows
descriptions in Division Eight.
' -
"
-
BMHA*
Base
Description
USP
600
CP
Steel
Primed
601
CIB
Steel
Bright Black
US 2C
602
C2C
Steel
Zinc Plated
US 2G
603
C2G
Steel
Zinc Plated
US 3
605
C3
Brass
Bright BrasSf Clear Coated
US 4
606
C4
Brass
Satin Brass, Clear
US
5
609
C5
Brass
Satin Brass, Blackened, Satin Relieved, Clear
Coated
US 7
610
C7
Brass
Satin Brass, Blackened, Bright Relived, Clear
Coated
for Painting
Japanned
Coated
US 9
611
C9
Bronze
Bright Bronze, Clear
US 10
612
CIO
Bronze
Satin Bronze, Clear
USIOA
641
ClOA
Steel
US lOB
613
ClOB
Bronze
Antiqued Bronze, Oiled
US 11
616
Cll
Bronze
Satin Bronze, Blackened, Satin Relieved, Clear
US 14
618
C14
Brass/Bronze
Bright Nickel Plated, Clear
US 15
619
C15
Brass/Bronze
Satin Nickel, Clear
US15A
620
C15A
Brass/Bronze
Satin Nickel Plated, Blackened, Satin Relieved, Clear
US17A
621
C17A
Brass/Bronze
Nickel Plated, Blackened, Relieved, Clear
US 19
622
C19
Brass/Bronze
Flat
Coated Coated
Antiqued Bronze, Oiled and Lacquered
Coated
Coated
Coated
US 20
623
C20
Brass/Bronze
Statuary Bronze, Light
624
C20A
Brass/Bronze
Statuary Bronze, Dark
US 26
625
C26
Brass/Bronze
Bright
US 26D
626
C26D
Brass/Bronze
Satin
Chromium
US 20
627
C27
Aluminum
Satin
Aluminum Clear
US 28
628
C28
Aluminum
Anodized
Coated
Chromium
Dull
Aluminum
US 32
629
C32
Stainless Steel
Bright Stainless Steel
US 32D
630
C32D
Stainless Steel
Stainless Steel
US 3
632
C3
Steel
Bright Brass Plated, Clear
US 4
633
C4
Steel
Satin Brass, Clear
US
7
636
C7
Steel
Satin Brass Plated, Blackened, Bright Relieved, Clear
US 9
637
C9
Steel
Bright Bronze Plated, Clear
US 5
638
C5
Steel
Satin Brass Plated, Blackened, Bright Relieved, Clear
US 10
639
CIO
Steel
Satin Bronze Plated, Clear
USIOB
640
ClOB
Steel
Antique Bronze, Oiled
US lOA
641
ClOA
Steel
Antiqued Bronze, Oiled and Lacquered
US 11
643
Cll
Steel
Satin
US 14
645
C14
Steel
Bright Nickel Plated, Clear
US 15
646
C15
Steel
Satin Nickel Plated, Clear
US15A
647
C15A
Steel
Nickel Plated, Blackened, Bright Relieved, Clear
US17A
648
C17A
Steel
Nickel Plated, Blackened, Relieved, Clear
US 20
649
C20
Steel
Statuary Bronze, Light
US 20A
650
C20A
Steel
Statuary Bronze, Dark
US 26
651
C26
Steel
Bright
US 26D
652
C26D
Steel
Satin
Builders Hardware Manufacturing Association
Equivalent
Canadian Equivalent is
imitating Asian lacquer
work
Coated
Black Coated
US 20A
Japanning
834
CDN
US IB
BMHA US
-
US"
of these are used in pricing
Coated
Coated Coated
Coated Coated
Coated
Bronze Plated, Blackened, Bright Relieved, Clear Coated
Chromium Chromium
Plated Plated
Coated Coated
Coated
Coated
Openinss
'
R0871 Door Hardware
Hinges
R087120-10
hinges are used per door up to 7'-6" high openings. Table below shows
All closer equipped doors should have ball bearing hinges. Lead lined or extremely heavy doors require special strength hinges. Usually 1-1/2 pair of
Use
Type Hinge
Frequency
Required
High
Heavy weight ball
Average
Type
of
Opening Entrances
bearing
Toilet
weight
Corridors
Office buildings
Toilet
Rooms
Weight of Doors White Pine 3psf
in
and Schools
and Schools
Pounds per Square Foot
Oak
Hollow Core
Core
Hollow Metal
6psf
l-l/2psf
3-1/2
-4psf
&l/2psf
-5-1/4
^1/2
-M/4
^1/2
Solid
3-1/2
7
2-1/2
4-1/2
2-1/4"
4-1/2
9
—
5-1/2
R0881 10-10
Theaters
Dwellings
1-3/4"
Openings
&
Stores
Interior
Door
1-3/8"
Office buildings
Dwellings
bearing
of Structure
Banks, Office buildings, Schools, Stores
Rooms
Entrances
Plain bearing
Thickness
Type
Standard
ball
Low
typical hinge requirements.
R0881 Glass Glazing Glazing Productivity
glass sizes are estimated by the “united inch” (height -t width). The below shows the number of lights glazed in an eight-hour period bv' the crew size indicated, for glass up to 1/4" thick. Square or nearly square lights are more economical on a S.F. basis. Long slender lights will have a
S.F. installation cost. For insulated glass reduce production by 33%. For 1/2" float glass reduce production by 50%. Production time for glazing with two glaziers per day averages: 1/4" float glass 120 S.F.; 1/2" float glass
Some
high
table
55
S.F.;
1/2" insulated glass 95
3/4" insulated glass
S.F.;
"^5 S.F.
United Inches per Light
Glazing Method
Number
of
Men
in
Crew
40"
60"
80"
100"
135"
1
1
1
1
2
165" 3
200" 3
240" 4
Industrial sash, putty
60
45
24
15
18
—
With stops, putty bed
50
36
21
12
16
8
4
3
Wood
2
—
—
stops, rubber
40
27
15
9
11
6
3
Metal stops, rubber
30
24
14
9
9
6
3
2
Structural glass
10
7
4
3
—
—
—
Corrugated glass
12
9
7
4
4
4
3
— —
Storefronts
16
15
13
11
7
6
4
4
—
—
Skylights, putty glass
60
36
21
12
16
—
Thiokol set
15
15
11
9
9
6
3
2
18
18
13
12
12
7
5
4
Vinyl set,
Maximum
snap on area per
light
2.8 S.F.
6.3 S.F.
11.1 S.F.
17.4 S.F.
31.6
S.F.
47
S.F.
69
S.F.
100
S.F.
835
R0920 R092000-50
Lath, Plaster
Gypsum Iward
is
lath
Plaster
wide x It is
4'
long sheets
also available
as a base for either multi-layer or veneer plaster applications in 1/2" and 5/8" thiek-4' wide x 8', 10' or 12' long sheets. Fasteners are screws or blued
shank
wood
nails for
Board
and Gypsum Board
available in 3/8" thick x 16"
as a base material for multi-layer plaster applications.
ring
& Gypsum
Vermiculite plaster is a fire-retardant plaster covering used on steel beams, concrete slabs and other heav)' constmetion materials. Vermiculite is a group name for certain clay minerals, hydrous silicates or aluminum, magnesium and iron that have been expanded by heat.
i jl
^
framing and screws for metal framing.
Perlite plaster
is
a plaster using perlite as an aggregate instead of sand. j
Metal lath is available in diamond mesh pattern with flat or self-furring profiles. Paper backing is available for applications where excessive plaster waste needs to be avoided. A slotted mesh ribbed lath should be used in areas where the span between structural supports is greater than nomial. .Most metal lath comes in 27" x 96" sheets. Diamond mesh weighs 1.75, 2.5 or 3.4
pounds per square
yard, .slotted
pounds per square
yard. Metal lath
Many accessories
are available.
can be
Comer
mesh
nailed,
beads,
Perlite
Gauging plaster
a
mix of
gy psum
plaster
heat.
and lime putty
i
that
when
applied produces a quick drying finish coat. is a one or two component gypsum plaster used as a thin over special gypsum board.
finish coat
weighs 2. "’5 or 3.4 screwed or tied in place.
Keenes cement
is a white cementitious material manufactured from gypsum been burned at a high temperature and ground to a fine powder. Alum is added to accelerate the set. The resulting plaster is hard and strong and accepts and maintains a high polish, hence it is used as a finishing
that has
reinforcing strips,
casing beads, control and expansion joints, furring brackets and channels are
some examples. Note
is
been expanded by
Veneer plaster
lath
flat
a volcanic ^ass that has
is
that accessories are not included in plaster or stucco
( -|
!
1
]
4
pla.ster.
line items.
I),
Stucco
combination of materials that when mixed with a suitable amount of water, fomis a plastic mass or paste. When applied to a surface, the paste adheres to it and subsequently hardens, preserving in a rigid state the form or texture imposed during the period of Plaster
is
dehned
as a material or
plaster
is
made from ground
calcined gypsum.
It is
cement based
mixed with
is
3 Coat, 3/4" Thick
2 Coat, 5/8" Thick Plaster
Quantities for
Gypsum
100
S.Y.
Base
Finish
1:3 Mix
2:1 Mix
1,300
plaster
Sand
Scratch 1:2 Mix
1,350
lb.
lb.
1.85 C.Y.
1.75 C.Y.
Brown
Finish
1:3 Mix
2:1 Mix
650
lb.
1.35 C.Y,
Finish hydrated lime
340
lb.
340
lb.
Gauging plaster
170
lb.
170
lb.
Vermiculite or Perlite Plaster Quantities for
Gypsum
100
S.Y.
3 Coat, 3/4" Thick
2 Coat, 5/8" Thick
Base 1,250
plaster
Finish
lb.
Scratch
Brown
1,450
800
lb.
8.0 bags
7.8 bags
Vermiculite or perlite
Finish
lb.
3.3 bags
Finish hydrated lime
340
lb.
340
lb.
Gauging plaster
170
lb.
170
lb.
Stucco-Three-Coat System
On Wood
On
Frame
Masonry
29 bags
21 bags
Sand
2.6 C.Y.
2.0 C.Y.
Hydrated lime
180
Quantities for Portland
836
cement
100
S.Y.
j j
used on both interior and exterior surfaces. Generally it is applied in multiple-coat systems. A three-coat system uses the terms scratch, brown and finish to identify each coat. A two-coat system uses base and finish to describe each coat. Each type of plaster and application s}^stem has attributes that are chosen by the designer to best fit the intended use. Plaster
aggregates and water for use as a base coat plaster.
Gypsum
plaster used primarily as an exterior
finish.
elasticiri.
Gypsum
a Portland
is
lb.
120
lb.
' fabrics include nylon,
woven
polyethylene, vinyl film, and vinyl coated dacron. These have
lifespans that range
from
five to fifteen plus years.
The
cost per square foot
includes a fabric shell, tension cables, primaiy' and back-up inflation
stems and doors. The lower cost stmctures are used for construction shelters, bulk storage and pond covers. The more expensive are used for recreational structures and warehouses. sy
The life of this structure is The high cost limits its application to architectural designed stmctures which call for a clear span covered area, such as stadiums and convention centers. Both temporar}^ and pemianent stmctures are available in translucent fabrics which eliminates the need for daytime lighting. Pemianent
fabrics are teflon coated fiberglass.
twent}' plus years.
Areas to be covered vary from 10,000 S.F. to any area up to 1000 foot wide by any length. Height restrictions range from a maximum of 1/2 of
R1 331 1 3-90 Sometimes referred in
Special Construction R1 3341 9-1 0
shown
in the Unit Price section are bare costs for the building
and do not include floors, foundations, anchor bolts, interior finishes or utilities. Costs assume at least three bays of 24' each, a 1" in 12" roof slope, and they are based on 30 psf roof load and 20 psf wind load
R1 33423-30
Dome
The four types are Lamella, Schwedler, Arch and Geodesic. For maximum economy, rise should be about 15 to 20% of diameter. Most common diameters are in the 200' to 300' range. Lamella domes weigh about 5 P.S.F. of floor area less than Schwedler domes. Schwedler
dome weight
in lbs. per S.F. approaches .046 times the diameter. Domes below 125' diameter weigh .07 times diameter and the cost per ton of steel is higher. See R05 1223-20 for estimating weight.
—
domes
are of sawn lumber, larger ones are laminated. In and triangular cost about the same; radial domes cost more. Radial domes are economical in the 60' to 70' diameter range. .Mo.st economical range of all types is 80' to 200' diameters. Diameters can
Small
840
fans
which generate
Some manufacturers employ propeller CFM) to eliminate the need
sufficient airflow (30,000
These fans may
for
be automatically controlled to resist high wind conditions, regulate humidity (air changes), and provide cooling and airlocks.
also
heat.
Insulation can*be provided with the addition of a second or even third interior liner, creating a
Some stmctures allow
dead
air
space with an “R” value of four to nine.
for the liner to be collapsed into the outer shell to
enable the internal heat to melt accumulated snow. For cooling or air conditioning, the exterior face of the liner can be aluminized to reflect the sun's heat.
make
a required system,
wind speed, building height, and terrain be determined by a Registered Stmctural Engineer) and no unusual requirements. Costs include the structural frame, 26 ga. non-insulated colored corrugated or ribbed roofing and siding panels, fasteners, closures, trim and flashing but no allowance for insulation, doors, windows, skylights, gutters or downspouts. Very' large projects would generally cost less for materials than the prices shown. For roof panel substitutions and wall panel substitutions, see appropriate Unit Price sections. (wind load
a function of
is
characteristics; this should
Conditions
the
at
site,
availability will affect
weather, shape and size of the building, and labor the erection cost of the building.
Structures
—
larger sizes, triaxial
to prevent loss of static pressure.
Pre-Engineered Steel Buildings
shell only'
Wood
Centrifugal fans provide the inflation necessary to support the stmeture during application of live loads. Airlocks are usually used at large entrances
R1334 Fabricated Engineered Structures
These buildings are manufactured by many companies and nomially erected by franchised dealers throughout the U.S. The four basic types are: Rigid Frames, Tmss type. Post and Beam and the Sloped Beam ty pe. Most popular roof slope is low pitch of 1" in 12". The minimum economical area of these buildings is about 3000 S.F. of floor area. Bay sizes are usually 20' to 24' but can go as high as 30' with heavier girts and purlins. Eave heights are usually 12' to 24' with 18' to 20' most typical.
Steel
largest of the
Seismic Bracing to as anti-sway bracing, this support system
is required earthquake areas. The individual components must be assembled to
Material prices
width to a minmium of 1/6 of the width. Erection of even the temporary stmctures requires no more than a week.
2" run over 400'. All costs are quoted above the foundation. Prices include decking and a tension tie ring in place.
Plywood
—
Stock prefab geodesic
domes
are available with diameters
from
24' to 60'.
—
Aluminum framed translucent sandwich panels with spans Fiberglass from 5' to 45' are commercially available.
—
Stressed skin aluminum panels form geodesic domes with spans ranging from 82' to 232'. An aluminum space tmss, triangulated or nontriangulated, with aluminum or clear acrylic closure panels can be used for clear spans of 40' to 415'.
Aluminum
R1420 Elevators
Conveying Equipment
Tables
R1 42000-10
Freight Elevators
from 2, ()()() lbs. to over 100, 000 lbs. with 3,000 lbs. to 10,000 most common. Travel speeds are generally lower and control less
than on passenger elevators. Costs in the Unit Price sections are for
Capacities run
intricate
lbs.
hydraulic and geared elevators.
eference
R1 42000-20
See ri 42000-40
Elevator Selective Costs
for cost
Passenger Base
A.
Unit
Capacity
#StopsAi'avei
Electric
1,5001b.
2,0001b.
Ft.
Push Button Open Telephone Box
Emergency
&
&
Plastic
Lighting
Speedside Slide
4,0001b.
Hydraulic
Electric
4,0001b.
4,0001b.
100 F.P.M.
200 F.P.M.
4/40
2/20
4/40
Yes
Yes
Yes
Yes
ft
tt
tt
"
No
tt
No
If
Painted Steel
Painted Steel
No
No
100 F.P.M.
200 F.P.M.
2/12
4/40
2/20
Yes
Yes
ff
//
H
ft
200 F.P.M.
Lam. Walls
O.H. Geared Machine
Lam. Walls
Plastic
Lam. Walls
V.C.T.
V.C.T.
Yes
Yes
V.C.T.
Yes
Yes
Yes
Yes
No
No
No
No
No
Car and
Car and
Car and
Hall
N.A.
Yes
n
ft
Hall
Treads
Hall
N.A.
Wood w/Safety
Treads
Hall
Lam. Walls Yes
V.C.T.
Wood w/Safety
Plastic
Yes
Yes
Car and
Signals, Lighted Buttons
Plastic
Yes
Gates, Manual
Car and
No Car and
Hall
Yes
N.A.
Yes
tt
It
tt
Hall
N.A,
Variable Voltage Contr.
"
ft
Emergency Alarm
Yes N.A.
tt
Yes
Yes tt
Class “A" Loading
R1 42000-30
Electric
2,0001b.
100 F.P.M,
Lighting
Floor
Doors,
Hydraulic
Wire
Cab Cove
Hos pital
Freight
Hydraulic
Speed
development.
tt
N.A.
N.A.
N.A.
Passenger Elevators In electric elevators there are several control systems available, the choice of
used generally but hydraulic elevators can be used for up to 70' and where large capacities are required. Hydraulic speeds
Electric elevators are
are limited to
which will be based upon elevator use, size, speed and cost criteria. Tlie two ty pes of drives are geared for low speeds and gearless for 450 F.P.M. and
hydraulic installation nins about
over.
lifts
200 F.P.M. but cars are self leveling at the stops. On low rises, 15% less than standard electric types but on higher rises this installation cost advantage is reduced. Maintenance of hydraulic elevators is about the same as electric type but underground portion is not included in the maintenance contract.
R1 42000-40 To
price a
new
Elevator Cost
The same
is
tables
on the preceding pages
illustrate typical installed costs
of the
various types of elevators available.
Development
car or truck from the factory,
you must
start
Requirement: One-passenger elevator, five-story hydraulic, 2,500 lb. capacity, 12' floor to floor, speed 150 F.P.M., emergency power switching and maintenance contract.
with the
manufacturer's basic model, then add or exchange optional equipment and features.
The
true for pricing elevators.
Example: Adjustment
Description A.
Base
B.
Capacity Adjustment (2,500
Elevator: Hydraulic Passenger,
1500
lb.
Capacity,
100 fpm, 2 Stops, Standard
lb.)
C. Excess Travel Adjustment: 48' Total Travel (4 x 12') minus 12' Base Unit Travel = D. Stops Adjustment: 5 Total Stops E. F.
Speed Adjustment (150
minus 2 Stops (Base
Unit)
=
Finish
1
Ea.
1
Ea.
36 V.LF. 3
F.P.M.)
Stops
1
Ea.
1
Ea.
1
Ea.
Options: 1.
Intercom Service
2.
Emergency Power
3. Stainless Steel 4.
Switching, Automatic
Entrance Doors
5 Ea.
Maintenance Contract (12 Months)
5. Position Indicator for
main
floor level (none indicated
in
Base
Unit)
1
Ea.
1
Ea.
841
R1431 Escalators
Conveying Equipment R1 431 10-10
Escalators
can be used for buildings where 600 or more people are to be Mo\ ing caiTied to the second floor or beyond. Freight cannot be carried on escalators and at least one elevator must be available for this function. stairs
to 3
KW
is
2
R1432 Moving Walks
Conveying Equipment R143210-20
is 5,000 to 8,000 people per hour. Power requirement per hour and incline angle is 30".
Carrying capacity
Moving Ramps and Walks
'Fliese are a specialized
form of conveyor
3,600 to 18,000 persons per hour. incline is 0” to 15”.
3' to 6'
wide with capacities of is 140 F.P.M. and nonnal
Maximum speed
Local codes will determine the additional
maximum
angle.
Outdoor
units
would
require
^ ‘
weather protection.
*
I
r
R2201 Operation R2201 02-20
conditions of any particular project. Wltile a single percentage has been
entered on each line of Division 22 01 02.20, it .should be understood that these are just suggested midpoints of ranges of values commonly used
by mechanical estimators. They may be increased or decreased depending on the severit)’ of the special conditions. for "existing
occupied buildings", has been the subject of requests
for explanation. Actually there are
arc existing
two
stages to this group: buildings that
and "finished" but unoccupied, and those
Buildings that arc "finished"
R2201 05-1 0
may
that also are occupied.
result in higher labor costs
Demolition (Selective
due
vs.
type of demolition involves the removal of material with no concern for its replacement. The labor-hours to estimate this work are found under It is
Plumbing and
selective in that individual items or
all
HVAC
the material installed as
grouping such as pltimbing or heating systems are removed. This may be accomplished by the easiest way possible, such as
a ststem or trade
sawing, torch cutting, or sledge
hammer
as well as simple tinbolting.
Fhe second type of demolition is the removal of some item for repair or replacement. This removal may involve careful draining, opening of unions,
842
;
Removal for Replacement)
One
“Selective Demolition” in the Fire Protection,
workers having to be more careful not to damage finished walls, ceilings, floors, etc. and may necessitate special protective coverings and barriers. Also | corridor bends and doorways may not accommodate long pieces of pipe or larger pieces of equipment. Work above an already hung ceiling can be \ erv’ time consuming. The addition of occupants may force the work to be done on premitim time (nights and/or weekends), eliminate the possible use of some preferred tools such as pneumatic drivers, powder charged drivers etc. The estimator should evaluate the access to the work area and just how the work is going to be accomplished to arrive at an increase in labor costs over "normal" new constniction productivity.
to the
Demolition can be divided into two basic categories.
Divisions.
of Plumbing
Labor Adjustment Factors
Ltbor Adjustment Factors are provided for Divisions 21, 22, and 23 to assist the mechanical estimator account for the various complexities and special
The group
& Maintenance
disconnecting and tagging of electrical connections, capping of pipes/ducts to prevent entty' of debris or leakage of the material contained as well as transport of the item away from its in-place location to a tnick/dumpster. An approximation of the time required to accomplish this type of demolition is to use half of the time indicated as necessan' to install a new unit. For
new pump might be listed as requiring 6 had to estimate the removal of the old pump we would allow an additional 3 hours for a total of 9 hours. That is, the complete replacement of a defective pump with a new pump would be estimated to example;
installation of a
labor-hours so
if
we
take 9 labor-hours.
R221 1
Plumbing R221 11 3-50
Facility
Pipe Material Considerations
1.
Malleable fittings should be used for gas service.
2.
Malleable fittings are used
where there
6.
are stresses/strains
due
7.
may be broken
an aid to disassembling of heating lines frozen by long use, temperature and minerals. Cast fittings
4.
Cast iron pipe
5.
Type
is
as
8.
extensively used for underground and submerged
wail)
copper tubing,
available hard or soft for interior
Type K (heavy wall) copper tubing, available in hard or soft temper for use where conditions are severe. For underground and interior sendee. Hard drawn tubing requires fewer hangers or supports but should not be bent. Silver brazed fittings are recommended, however soft solder is normally used.
service.
M
Type L (medium service.
to
expansion and vibration. 3.
Water Distribution
copper tubing is available in hard temper only and nonpressure and less severe applications than K and L.
(light wall)
used for
is
9.
Type
DMV
(veiy' light wall)
and vent plus other
copper tubing designed for drainage, waste
non-critical pressure sendees.
Domestic/lmported Pipe and Fittings Cost The prices shown iron,
in this publication for steel/cast iron
malleable iron fittings are based
pipe and
on domestic production
steel, cast
sold at the
items of foreign manufacture may be shown. Some imported items after operations are being sold as domestic to further
normal trade discounts. The above
listed
available at prices of 1/3 to 1/2 those
minor machining or finishing
in this book also include a coupling and pipe hangers which for the larger sizes can add significantly to the per foot cost and should be taken into accenmt when comparing “book cost” with
Caution: Most pipe prices
quoted supplier's
cost.
complicate the system.
R2240 Plumbing
Plumbing R224000-40
Fixtures
Plumbing Fixture Installation Time Rough-In
Item
Set
Total
Hours
Item
Rough-In
Set
Total
Hours
Bathtub
5
5
10
Shower head only
2
1
3
Bathtub and shower, cast iron
6
6
12
Shower
drain
3
1
4
and cabinet
4
2
6
Shower
stall,
15
15
4
3
1
4
Slop sink
5
Fire
hose
reel
Floor drain to
Grease
inch diameter
5
3
8
4
4
Urinal, wall
4
4
8
Urinal,
Kitchen sink, double
6
6
12
Water closet and tank
Laundry tubs
4
2
6
Water closet and tank,
Lavatory wall hung
5
3
8
Water heater, 45
Lavatory pedestal
5
3
8
Water heaters, 65
Shower and
6
4
10
Water heaters,
book arc based on the cost per fixture set in which must be added for each fixture, includes
to the larger
Kitchen gas range Kitchen sink, single
stall
3
8 14
Test
trap, single, cast iron
6
slate
fixtures
pedestal or floor
wall
hung
gals, gas, automatic
gals, gas, automatic
electric,
plumbing only
6
2
8
6
4
10
4
3
7
5
3
8
5
2
7
5
2
7
4
2
6
carrier,
mns and stacks. The supply mns and DW'\’ mns and stacks must be accounted for in separate entries. In the eastern half of the United States it is common for the plumber to cany these to a point 5' outside
stops.
the building.
Fixture prices in front of place.
The rough-in
cost,
if required, some supply, waste and vent pipe connecting fittings and The lengths of rough-in pipe are nominal mns wliich would connect
R224000-50 Type
Water Cooler Application Requirement
of Service
Office,
School or Hospital
12 persons per gallon per hour
Office,
Lobby or Department Store
4
or 5 gallons per hour per fountain
Light manufacturing
7 persons per gallon per hour
Heavy manufacturing
5 persons per gallon per hour
Hot heavy manufacturing
4 persons per
Hotel
.08 gallons per hour per room
Theatre
1
gallon per hour
gallon per hour per
100 seats
843
Heating, Ventilating
& AX. R2331 HVAC Duct Weight
to the
offset
4
is
above for
fittings;
90" elbow
L.F.; transition offset is
6
L.F.;
3 L.F.; 45" elbow is 2.5 square-to-round transition
is
Heating, Ventilating
below
Assembly
lists
in
L.F.; is
4
L.F.;
Pounds per
Casings
Halls
is
Runs
5 L.F. For bracing and waste, add
20%
to
aluminum
steel.
Fans
facilities.
2-10
Dance
Halls
2-10
Laundries
2-10
Dining
Rooms
3-10
Markets
2-10
Offices
2-10
2-3
Bakeries
Banks
Straight
Ventilation Air Changes
range of time in minutes per change for various types of
Auditoriums
L.F.,
90" reducing elbow and copper, 15% to
& A.C. R2334 HVAC
Recommended
R233400-1 0 Table
&
Ductwork
R2331 00-20
Add
Ducts
Dry Cleaners
3-10
2-5
Factories
2-10
Bars
2-5
Garages
Beauty Parlors
2-5
Generator
1-5
Gymnasiums
Rooms
1-5
Rooms
2-5
Pool
1-3
Rooms
Recreation
Sales
2-5
Rooms
Rooms
2-10 2-10
Theaters
2-8
Bowling Alleys
2-10
Kitchens-Hospitals
2-5
Toilets
2-5
Churches
5-10
Kitchens-Restaurant
1-3
Transformer
Boiler
CFM
air
required for
changes = Volume
of
room
Heating, Ventilating R235000-35 ,
Approximate
^
cubic feet
,
S.F radiation
=
S.F.
sash
& A.C. R2350
S.F.
wall
-t-
roof
Central Heating Equipment
—
sash
C.F.
building
+
-f-
20
Rooms
^ Minutes per change.
Heating (42° degrees latitude)
2
844
in
2-10
200
1-5
Heating, Ventilating
& A.C. R2350
Factor for Determining Heat Loss for Various Types of Buildings
R235000-50
most accurate estimates of heating requirements would naturally be based on detailed information about the building being considered, it is possible to arrive at a reasonable approximation using the General: Wliile the
3. If
1
.
the building has bad north and west exposures, multiply the heat loss
factor 4. If
following procedure:
2.
Equipment
Central Heating
by
1.1.
the outside design temperature
from Table
volume of the room or building. from Table 1 below. Note that the factors inside temperatures listed in the first column and to 0” F
Calculate the cubic
1
Multiply the cubic
volume by the
Select the appropriate factor
give the estimated
BTUH
apply only to outside temperature.
inside temperature.
Table
1
— Building Type
5.
Conditions
&
One Story
Skylight
Multiple Story
Two
Industrial Plants
General Office Areas at
70° F
All
Walls Exposed
factor selected
from Table
which must be made up
Roof in
Roof
5.7
4.6
4.1
Five Story
3.9
Six Story
3.6
Roof
6.9
bleated Flat
Space Above
5.2
Roof
6.3
Space Above
4.7 5.8
Roof
Heated Space Above
on Both Long Sides Walls Exposed
Skylights
No
in
Skylight
4.1
5.5
Roof in
Roof
5.1
Heated Space Above
Warehouses at
60° F
One Long Warm
Skylight
Common
No
Wall
in
4.0
Roof
Skylight
in
5.0
Roof
4.9
Heated Space Above
Warm Common
Walls
Skylight
No
on Both Long Sides
in
3.4
4.7
Roof
Skylight
in
4.4
Roof
Heated Space Above
‘Note; This table tends to be conservative particularly for
Table 2 Outside Design Temperature Correction Factor
new
buildings designed for
This will
6.2
Four Story
Flat
1.
to maintain
Loss Factor*
4.3
Common
Walls
multiply the factor
Story
One Long Warm
All
heat loss
F,
2.
Three Story
Flat
Wall
in
Skylight
Floated
Warm Common
other than 0”
Qualifications
No
Factories
is
by the factor from Table
3.0
minimum energy consumption.
— Outside Design Temperature Correction Factor
(for
Degrees Fahrenheit)
50
40
30
20
10
0
-10
-20
-30
.29
.43
.57
.72
.86
1.00
1.14
1.28
1.43
845
HeatinS/ Ventiiating
& A.C. R2356
Solar Heating (Space
R235616-60
Solar Energy Heating Equipment
and Hot Water)
Collectors should face as close to due South as possible, however, variations of up to 20 degrees on either side of tme South are acceptable. Local climate and collector type may influence the choice between east or west deviations. Obviously they should be located so they are not shaded from the sun's rays. Incline collectors at a slope of latitude minus 5 degrees for
Heat transfer fluid passage tubes are attached above and below or integral with an absorber plate for the purpose of transferring thermal energy from the absorber plate to a heat transfer medium. The heat exchanger is a device for transferring thermal energy from one fluid to another. Piping and storage tanks should be well insulated to minimize heat losses.
domestic hot water and latitude plus 15 degrees for space heating. Size domestic
Flat plate collectors consist
number of components
of a
as follows: Insulation
to reduce heat loss through the bottom and sides of the collector. Tlie enclosure which contains all the components in this assembly is usually weatherproof and prevents dust, wind and water from coming in contact
one or more and reduces the reradiation by creating space which traps the heat between the cover and the absorber
with the absorber
plate.
The cover
plate usually consists of
layers of a variety of gla.ss or plastic
an
air
water heating storage tanks to hold 20 gallons of water per ntinimum, plus 10 gallons per dishwasher or washing machine. For domestic water heating an optimum collector size is approximately 3/4 square foot of area per gallon of water storage. For space heating of residences and- small commercial applications the collector is commonly sized between 30% and 50% of the internal floor area. For space heating of large commercial applications, collector areas less than 30% of the internal floor area can still provide significant heat reductions. user,
plates.
A The absorber plate must have a good thermal bond with the fluid passages. The absorber plate is usually metallic and treated with a surface coating which improves absorptivity. Black or dark paints or selective coatings are used for this purpose, and the design of tliis passage and plate combination helps determine a solar s^-stem’s effectiveness.
Heating, Ventilating R236000-20 Bills per hour per
of floor area and
per
of Building
Apartments,
Individual
Corridors
Auditoriums
&
Theaters
Banks
S.F.
S.F.
per ton of
26
450
22
550
40
300/18*
50
240
Rooms
are obviously interrelated.
S.F.
S.F
240
30
38
320
Dress Shops
43
280
Interior
33
360
Drug Stores
80
150
Medical Centers
28
425
Factories
40
300
Motels
28
425
High Rise Office— Ext. Rms.
46
263
Office (small suite)
43
280
37
325
Post
42
285
43
280
46
260
44 30 55
220
68
175
Hospitals, Core
Churches
36
330/20*
Lounges
68
175
Computer Rooms
141
85
52
230
Rooms
Perimeter Hotel,
Guest Rooms
Corridors Public
Spaces
260
20
600
275
Restaurants
60
200
400
Schools
46
260
Shoe Stores
55
220
Shop’g, Ctrs., Supermarkets
34
350
48
250
60
200
34
350
Industrial Plants, Offices
38
320
300
General Offices
34
350
Upper Floor
30
400
Plant Areas
40
300
air
conditioning
Office, Individual Office
Residences
40
ton of
Rise Office, Exterior
46
Main Floor
1
S.F per Ton
50
Bowling Alleys
'Persons per ton
BTU/Hr per S.F
Low
Interior
Basement
Type of Building
per Ton
Libraries
180
Dental Offices
per
300
66
12,000 BTU =
life
400
Corridors
Beauty Parlors
Taverns
Dept. Stores,
and useful
,
40
Dormitory,
90
846
solar energy’ transmission per square foot of collector surface varies
greatly with the material used. Initial cost, heat transmittance
BTU/Hr Type of Building
250
Cocktail
for Northern states for
Central Cooling Equipment
S.F.
per Ton
48
&
recommended
air conditioning.
133
Barber Shops
Bars
The
is
Febaiary.
Air Conditioning Requirements S.F.
BTU/Hr Type
& A.C. R2360
supplementary heat source
December through
Central Area
&
Retail
Specialty
Colleges
Stores
R2605 Common Work Results
Electrical
for Electrical Tables
Maximum
R260519-91
Circuit
Length (approximate) for Various Power Requirements Assuming
@
THW, Copper Wire Maximum
installed length a circuit at If
75°C, Based
Circuit Length: Table R260519-91 indicates typical
the point of use.
The
can have and
still
maintain an adequate voltage level
circuit length is similar to the
conduit length.
a
4%
Voltage Drop
Example: A 130 ampere load can be run a the
ampere load and a copper wire size exceeds the obtained from Table R260S 19-91, use the next largest wire size to
the circuit length for an
length
Upon
maximum
maximum
same load
is
to
of 555
be wired
at
at
480
volts, 3
phase, 3 wire with No, 1 wire sati.sfactory^ operation. If
and provide the end of a 625 L.F.
L.F. circuit,
then a larger wire
must be used.
compensate voltage drop.
Maximum 2 Wire,
Wire
Amperes
20
30
Phase
3 Wire, 3 Phase
480V
600V
120
240
300
120
235
295
125
145
290
360
60
120
140
280
350
10*
65
130
155
305
380 375
120V
240V
240V
14*
50
105
14
50
100
12*
60
12
Size
15
1
Circuit Length in Feet
10
65
130
150
300
50
8
60
125
145
285
355
65
6
75
150
175
345
435
85
4
90
185
210
425
530
115
2
no
215
250
500
620
130
1
120
240
275
555
690
150
1/0
130
260
305
605
760
175
2/0
140
285
330
655
820
200
3/0
155
315
360
725
904
230
4/0
170
345
395
795
990
255
250
185
365
420
845
1055
285
300
195
395
455
910
1140
310
350
210
420
485
975
1220
380
500
245
490
565
1130
1415
‘Solid
Conductor
Note; The circuit length
and the
is
the one-way distance between the origin
load.
847
erence
R2605 Common Work Results
..Electrical
Minimum Copper and Aluminum Wire Size Allowed
R260519-92
Minimum Wire
XHHW
Amperes
THW THWN or XHHW
15A 20
THHN
Cop per
Amperes
#14
#14
#12
#12
195
#12
#12
#10
#10
200
25
#10
#10
#10
#10
205
30
#10
#10
115
#8 #8 #8 #6 #6 #6 #4 #4 #3 #3 #3 #2 #2
120
#1
130
#1
#8 #8 #8 #8 #6 #6 #6 #4 #4 #4 #3 #3 #2 #2 #2
#8 #8 #8 #6 #6 #6 #4 #4 #3 #2 #2 #2
225
40
#8 #8 #6 #6 #4 #4 #4 #3 #2 #2
135
1/0
150
1/0
60 65 75
85 90 95
100 110
THHN
XHHW
*
THW XHHW
3/0
2/0
250kcmil
4/0
3/0
3/0
250kcmil
4/0
4/0
3/0
250kcmil
4/0
4/0
3/0
300kcmil
250kcmil
230
4/0
4/0
300kcmil
250kcmil
250
250kcmil
4/0
350kcmil
300kcmil
255
250kcmil
4/0
400kcmil
300kcmil
260
300kcmil
4/0
400kcmil
350kcmil
270
300kcmil
250kcmil
400kcmil
350kcmil
280
300kcmil
250kcmil
500kcmil
350kcmil
285
300kcmil
250kcmil
500kcmil
400kcmil
290
350kcmil
250kcmil
500kcmil
400kcmil
305
350kcfTiil
300kcmil
500kcmil
400kcmil
310
350kcmil
300kcmil
500kcmil
500kcmil
320
400kcmil
300kcmil
600kcmil
500kcmil
335
400kcmil
350kcmil
600kcmil
500kcmil
1/0
#1 #1
340
500kcmil
350kcmil
600kcmil
500kcmil
1/0
1/0
350
500kcmil
350kcmil
700kcmil
500kcmil
500kcmil
400kcmil
700kcmil
600kcmil
#
1
#1 1/0
«
1/0
375
2/0
1/0
380
500kcmil
400kcmil
750kcmil
600kcmil
3/0
2/0
385
600kcmil
500kcmil
750kcmii
600kcmil
600kcmil
500kcmii
700kcmil
2/0
#1 #1
THHN
155
2/0
1/0
3/0
3/0
420
170
2/0
1/0
4/0
3/0
430
500kcmil
750kcmil
175
2/0
2/0
4/0
3/0
435
600kcmil
750kcmil
4/0
475
600kcmil
180
2/0
3/0
4/0
'Dry Locations Only
Notes: 1.
Size ~14 to 4/0
is
in
AWG
2.
Size 2S0 to 750
is
in
kcmil units (Thousand Circular Mils).
3.
Use next higher ampere value
units
(American Wire Gauge).
if
exact value
is
not listed
in table. 4.
For loads that operate continuously increase ampere value by 25% to obtain proper wire size.
5.
Refer to Table R260519-91 for the
maximum
circuit length for
the various size wires.
Table R2605 19-92 has been written for estimating purpose only, ba.sed on ambient temperature of 30°C (86° F); for ambient temperature other than 30°C (86° F), ampacity correction factors will
848
XHHW
*
55
Aluminum
THW THWN or XHHW
THHN
XHHW
50
6.
Sizes
THW XHHW
45
for Various types of Insulation
'
Aluminum
Copper
for Electrical
be applied.
R2605 Common Work Results
Electrical
R260533-22 Table
below
lists
Conductors
maximum number
in
Conduit
of conductors for various sized conduit using
THW,TW orTHWN
insulations.
Conduit Size
Copper
7
W
1"
3/4"
1/2"
Wire Size
for Electrical
1 - 1/4
rf
//
2"
1-1/2
2-1/2"
THW THWN VN THW THWN TW THW THWN TW THW THWN TW THW THWN TW THW THWN
TW
3
"
//
3-1/2"
THW THWN THW THWN THW THWN THW THWN
#14
9
6
13
15
10
24
25
16
39
44
29
69
60
40
94
99
65
154
142
93
143
192
#12
7
4
10
12
8
18
19
13
29
35
24
51
47
32
70
78
53
114
111
76
164
117
157
#10
5
4
6
9
6
11
15
11
18
26
19
32
36
26
44
60
43
73
85
61
104
95
160
127
#8
2
1
3
4
3
5
7
5
9
12
10
16
17
13
22
28
22
36
40
32
51
49
79
66
106
85
136
#6
1
1
2
4
4
6
7
11
10
15
16
26
23
37
36
57
48
76
62
98
#4
1
1
1
2
3
4
5
7
7
9
12
16
17
22
27
35
36
47
47
60
#3
1
1
1
1
2
3
4
6
6
8
10
13
15
19
23
29
31
39
40
51
#2
1
1
1
1
2
3
4
5
5
7
9
11
13
16
20
25
27
33
34
43
#1
1
1
1
1
3
3
4
5
6
8
9
12
14
18
19
25
25
32
1/0
1
1
1
1
2
3
3
4
5
7
8
10
12
15
16
21
21
27
17
163
2/0
1
1
1
1
1
2
3
3
5
6
7
8
10
13
14
18
22
3/0
1
1
1
1
1
1
2
3
4
5
6
7
9
11
12
14
15
18
1
1
1
1
1
1
2
3
4
5
6
7
9
10
12
13
15
1
1
1
1
1
1
2
3
4
4
6
7
8
10
10
12
1
1
1
1
1
1
2
3
3
4
5
6
7
8
9
11
1
1
1
1
1
1
2
3
3
4
5
6
7
8
9
400
1
1
1
1
1
1
2
3
4
5
5
6
7
8
500
1
1
1
1
1
1
1
2
3
4
4
5
6
7
1
1
1
1
1
1
1
3
3
4
4
5
5
1
1
1
1
1
1
2
3
3
4
4
5
1
1
1
1
1
1
2
2
3
3
4
4
4/0
250
kcmil
300 350
600 700
750
-I
849
R3123 Excavation &
Earthwork R31 231 6-40 Tlic selection of
Excavating When
equipment used for structural excavation and bulk is determined by the following factors.
1 .
Quantity of material
3-
Type of material Depth or height of cut
4.
Length of haul
3.
Ciondition of haul road
6. Accessibility' 7.
of
Some
1.
Swell factor
2.
Compaction factor
3.
Moisture content
4.
Density requirements
A 1
site
the following should also be considered,
example for scheduling and estimating the cost of excavation of a deep basement on a dr\' site when the material must be hauled off
5'
site is
outlined below.
Assumptions;
of excavating and hauling equipment
must be allowed for hand trimming the sides and bottom of concrete pours and other excavation below the general excavation. additional costs
18%
1.
Swell factor,
2.
No
3.
Allowance included for
4. 5.
Number
fill,
typical
the
Moisture content and dewatering requirements
8. Availability'
planning excavation and
j,
excavation or for grading
2.
Fill
No No
mobilization or demobilization idle
time and moving on job
dewatering, sheeting, or bracing track spotter or hand trimming
of B.C.Y. per truck = 1.5 C.Y. bucket x 8 passes = 12 loose C.Y'.
100
= 12 X
=10.2
B.C.Y. per truck
118
Track Haul Cycle; Load track, 8
Fleet
pas.ses
=
4 minutes
=
9 minutes
,
Haul distance,
Dump Return,
1
mile
time 1
mile
Spot under machine
=
2 minutes
=
7 minutes
=
1
Haul Production per day in B.C.Y.
50 min. hour
,
X 8 hrs. x 10.2 B.C.Y.
4 tracks X 23 min. haul cycle
= 4 X
2.2 X
8 X 10.2 = 718 B.C.Y./day
minute
23 minute cycle
Add
mobilization charge by the equipment dealer.
may have to be guided by hand between the WTien excavating or filling an area enclosed with a wellpoint system, add 10% to 15% to the cost to allow for restricted access. When estimating
areas, scrapers
earth excavation quantities for structures, allow
\X
the mobilization and demobilization costs to the total excavation costs.
hen equipment
is
rented for more than three days, there
is
often
no
On larger jobs outside of urban can move earth economically provided a dump site or fill area and adequate haul roads are available. Excavation within sheeting bracing or cofferdam bracing is usually done with a clamshell and production
is
low, since the clamshell
bracing.
work space
outside the
building footprint for construction of the foundation and a slope of 1:1 unless
sheeting
is
used.
^
Earthwork R31 231 6-45
R3123 Excavation &
Excavating Equipment
table below lists THEORETICAL hourly production in C.Y./hr. bank measure for some typical excavation equipment. Figures assume 50 minute hours, 83% job efficiency, 100% operator efficiency, 90” swing and
The
Type
Equipment
Soil
Hydraulic Excavator
Moist loam, sandy clay
3400
Sand and gravel
Common
“Backhoe” 15'
Deep Cut
earth
%
1 C.Y.
1-1/2 C.Y.
2 C.Y.
2-1/2 C.Y.
3 C.Y.
3-1/2 C.Y.
4 C.Y.
40%
165
195
200
275
330
385
440
3100
18
140
170
225
240
285
330
380
2800
30
150
180
230
250
300
350
400
B.C.Y. Weight lb.
Swell
3000
33
120
140
190
200
240
260
320
3400
40
170
245
295
335
385
435
475
(6.0)
(7.0)
(7.8)
(8.4)
(8.8)
(9.1)
(9.4)
Sand and gravel
3100
18
165
225
275
325
375
420
460
(6.0)
(7.0)
(7.8)
(8.4)
(8.8)
(9.1)
(9.4)
145
200
250
295
335
375
425
(7.8)
(9.2)
(10.2)
(11.2)
(12.1)
(13.0)
(13.8)
dense
Power Shovel (Ft.)
Common
earth
Clay, hard,
dense
Moist loam, sandy clay
Sand and gravel
2800
3000
3400
3100
30
33
40
18
Drag Line
Optimum Cut
(Ft.)
properly sized hauling units, which must be modified for adverse digging and loading conditions. Actual production costs in the front of the book average about 50% of the theoretical values listed here.
Moist loam, sandy clay
Clay, hard,
Optimum Cut
Fill
Common
earth
Clay, hard,
dense
2800
30
3000
33
120
175
220
255
300
335
375
(9.0)
(10.7)
(12.2)
(13.3)
(14.2)
(15.1)
(16.0)
130
180
220
250
290
325
385
(6.6)
(7.4)
(8.0)
(8.5)
(9.0)
(9.5)
(10.0)
130
175
210
245
280
315
375
(6.6)
(7.4)
(8.0)
(8.5)
(9.0)
(9.5)
(10.0)
110
160
190
220
250
280
310
18.0)
(9.0)
(9.9)
(10.5)
(11.0)
(11.5)
(12.0)
90
130
160
190
225
250
280
(9.3)
(10.7)
(11.8)
(12.3)
(12.8)
(13.3)
(12.0)
Wheel .oaders
Loading Tractors
3 C.Y.
4 C.Y.
Track Loaders
6 C.Y.
8 C.Y.
2-1/4 C.Y.
3 C.Y.
4 C.Y.
Moist loam, sandy clay
3400
40
260
340
510
690
135
180
250
Sand and gravel
3100
18
245
320
480
650
130
170
235
Common
2800
30
230
300
460
620
120
155
220
dense
3000
33
200
270
415
560
no
145
200
Rock, well-blasted
4000
50
180
245
380
520
100
130
180
earth
Clay, hard,
R3123 Excavation &
Earthwork Wellpoints
R312319-90 A
Continuous pumping
system is usually limited to dewatering an average depth below normal ground water level. Multi-stage systems are employed for greater depth with the pumping equipment installed only at the lowest header level. Ejectors with unlimited lift capacity can be economical when two or more stages of wellpoints can be replaced or when horizontal clearance is restricted, such as in deep trenches or tunneling projects, and where low water flows are expected. Wellpoints are usually spaced on 2-1/2' to 10' centers along a header pipe. Wellpoint spacing, header size, and pump size are all determined by the expected flow as dictated by soil single stage wellpoint
temporary' flooding
15'
is
is
necessary except in
some
free draining soil
which
permissible (as in trenches
where
are backfilled after
each day's work). Good practice requires provision of a stand-by during the continuous pumping operation.
pump
Systems for continuous trenching below the water table should be installed three to four times the length of expected daily progress to ensure uninterrupted digging, and header pipe size should not be changed during the job.
For pervious free draining soils, deep wells in place of wellpoints may be economical because of lower installation and maintenance costs. Daily production ranges between two to three wells per day, for 25' to 40' depths, to one well per day for depths over 50'.
conditions. In almost all soils encountered in wellpoint dewatering, the wellpoints may be jetted into place. Cemented soils and stiff clays may require sand wicks about 12" in diameter around each wellpoint to increase efficiency and eliminate weeping into the excavation. These sand wicks require 1/2 to 3 C.Y. of washed filter sand and are installed by using a 12" diameter steel casing and hole puncher jetted into the ground 2' deeper than the wellpoint.
Rock may require
Fill
Detailed analysis and estimating for any dewatering problem
no
equipment” quotes or their affiliates complete dewatering responsibility.
predrilled holes.
is
available at
cost from wellpoint manufacturers. Major firms will quote “sufficient offer
lump sum proposals
to cover
Libor required for the complete installation and removal of a single stage is in the range of 3/4 to 2 labor-hours per linear foot of header, depending upon jetting conditions, wellpoint spacing, etc.
wellpoint system
Description for 200' System with 8" Header
Quantities
Wellpoints 25' long, 2" diameter
Header
@
5' O.C.
pipe, 8" diameter
Discharge pipe, 8" diameter 8" valves
L.F.
100
L.F.
3 Each
&
Equipment
Combination
&
Wellpoint pump, 8" diameter
Material
40 Each
200
jetting
pump
wellpoint
(standby)
1
Each
1
Each
Transportation to and from site Fuel for
30 days
Lubricants for
Sand
x
60
30 days
x
480
16 Ibs./day
40
for points
Technician to supervise installation
Labor for
installation
4 Operators
Labor
and removal
straight time
40
Compacting
are: .
Soil gradation
Moisture content
3.
4.
Equipment used Depth of fill per
5.
Density required
lift
Production Rate: 1.75' plate
width x 50 EPM. x 50 min./hr. x
.67'
lift
108.5
27 C.F per
C.Y.
Production Rate for 4 Passes: 108.5 C.Y. •4
passes
for
= 27.125
C.Y./hr. x
8
hrs.
4.33 wks.
Lbs. C.Y.
Week
300 Labor-hours
693 35
Hrs.
Hrs.
Example: Compact granular fill around a building foundation using a 21" wide x 24" vibratory plate in 8" lifts. Operator moves at 50 F.P.M. working a 50 minute hour
2.
system
Gallons
Backfill
Compaction of fill in embankments, around structures, in trenches, and under slabs is important to control settlement. Factors affecting compaction 1
1
of
hrs./wk. for 4.33 wks.
4 Operators overtime 2 hrs./wk.
R31 2323-30
Day
1
1800
gal./day
= 217 C.Y/day
C.Y./lir.
to
develop 95% Modified Proctor Density with 4 passes.
R3141 Shoring
Earthwork
Tables
Wood
R31 411 6-40
Sheet
Piling
may be used for depths to 20' where there is no ground moderate ground water is encountered Tongue & Groove
Wood
sheet piling
sheeting will help to keep
water.
If
steel sheeting
For estimating purposes
it
out.
Wlien considerable ground water
is
present,
must be used.
on trench excavation, sizes are as follows: Reference
Depth
Sheeting
To 8'
3 X 12's
Wales 6
X 8's, 2
3xl2's
10 X lO's, 2
line
12' to 20'
3 X 12's
12 X 12's, 3
line
2'
depending upon
soil
conditions.
A
five
person crew with an air compressor and sheeting driver can drive and brace 440 SF/day at 8' deep, 360 SF/day at 12' deep, and 320 SF/day at 16' deep.
R31 41 16-45
(Weights of piles themselves are from 30.7#/L.F. to 57#/L.F. but they are 15" to 21" wide.) Liglitweight sections 12" to 28" wide from 3 ga. to 12 ga. thick are also available for shallow excavations. Piles may be driven two at a time with an impact or vibratory' hammer (use vibrator)' to pull) hung from a crane without leads. A reasonable estimate of the life of steel sheet piling is 10 uses with up to 125 uses possible il a vibratory hammer is used. Used piling costs from 50% to 80% of new piling depending on location and market conditions. Sheet piling and H piles sizes.
R31 451 3-90 is
@
10'
per
4.0
S.F.
@ 8'
10 X lO's,
@
9'
5.0 average
12 X 12's,
@8'
7,0 average
soils, piling can be pulled in 1/3 the time to install. Pulling increases with the time in the ground. Production can be increased
For normal difficulty'
by high pressure
jetting.
Yibroflotation and Vibro Replacement Soil Compaction
a proprietary' system of
compacting sandy
soils in
place to
increase relative density' to about 70%. Typical bearing capacities attained
be 6000 psf for saturated sand and 12,000 psf for dry' sand. Usual range 4000 to 8000 psf capacity. Costs in the front of the book are for a vertical foot of compacted cylinder 6' to 10' in diameter. will is
Vibro replacement
can be rented for about 30% of the deli\ ered mill price for the first month and 5% per month there;ifter. Allow 1 labor-hour per pile for cleaning and trimming after driving. These costs increase with depth and hydrostatic head. Vibratory' drivers are faster in wet granular soils and are excellent for pile extraction. Pulling difficulty increases with the time in the ground and may cost more than driving. It is often economical to abandon the sheet piling, especially if it can be used as the outer wall form. Allow about 1/3 additional length or more for toeing into ground. Add bracing, waler and stmt costs. Waler costs can equal the cost per ton of sheeting.
R3145 Yibroflotation & Densification
Earthwork
Vibroflotation
8's,
B.F.
Steel Sheet Piling
Limiting weights are 22 to 38#/S.F. of wall surface with 27#/S.F. average for
and
6 X
line
8' X 12'
Sheeting to be toed in at least
usual types
Braces
system of improving cohesive soils in place to increase bearing capacity'. Most silts and clays above or below the water table can be strengthened by installation of stone columns. is
a proprietaiy'
The process
consists of radial displacement of the soil
by
vibration.
The
with coarse granular fill which is thoroughly compacted and displaced into the surrounding soil in the form of a column.
created hole
is
then backfilled
I’he total project cost
compacted
cylinders.
in stages
would depend on the number and depth of the The installing company guarantees relative soil density'
of the sand cylinders after compaction and the bearing capacity of the soil after
the replacement process. Detailed estimating infomiation
from the
installer at
no
is
available
cost.
853
R3163 R31 6326-60 lilt-
Drilled Caissons
Caissons
three principal types of cassions are:
'
(1) Belled Caissons, whieli except for shallow depths and poor soil cttnditions, are general!)' recommended. They provide more bearing than shaft area.
Because of
its
conical shape,
no horizontal reinforcement of the
bell is required.
(2) Straight Shaft Caissons are used where relatively light loads are to be supported b\' caissons that rest on high value bearing strata. Wliile the sh;ift is
larger in diameter than for belled types this
is
more than
offset
Not Recommended
Hard Shale
Silt
Sandy Clay
Limestone
Sand
Sandstone
Gravel
Weathered Mica
Igneous Rock
Clay
Clayey
Silt
Hard-pan
(3) Keyed Caissons are used when extremely heavy' loads are to be carried. A keyed or socketed caisson transfers its load into rock by a combination
Soft Shale.
The most economical
Bellini
Clay
Silty
by
Conditions for
Requires Handwork
the sa\ing in time and labor.
of end-bearing and shear reinforcing of the shaft.
Soil
Good
Decomposed Rock
shaft
often consists of a steel casing, a steel wide flange core and concrete. Allowable compressive stresses of .225 f c for concrete, 16,000 psi for the wide flange core, and 9,000 psi for the steel casing are commonl)' used. The usual range of shtift diameter is 18" to 84". The number of sizes specified
one project should be limited due to the problems of casing and auger storage. V^ien hand work is to be performed, shaft diameters should not be less than 32". When inspection of borings is required a minimum sh;ift diameter of 30" is recommended. Concrete caissons are intended to be poured against earth excavation so permanent forms which add to cost should not be used if the excavation is clean and the earth sufficiently imperv'ious to prevent excessive loss of concrete. for any
Improvements
.Exterior
R329219-50
R3292
TUrf
854
is
Grasses
Seeding
determined by light, shade and moisture content of soil plus intended use. Fertilizer should be disked 4" before seeding. For steep slopes disk five tons of mulch and lay two tons of hay or straw on surface per acre :ifter seeding. Surface mulch can be staked, lightly disked or tar emulsion sprav ed. Material for mulch can be wood chips, peat moss, partially
Tlie ripe of grass
&
and sprayed emulsions. Hemp seed blankets For spring seeding, watering is necessary. Late fall seeding may have to be reseeded in the spring. Hydraulic seeding, power mulcliing, and aerial seeding can be used on large areas. rotted ha)' or straw,
with
wood
fibers
fertilizer are also available.
i
I
I
R331 1 Water
utilities
R331 1 1 3-80
Piping Designations PVC
There are several systems currently in use to describe pipe and fittings. The following paragraphs will help to identify and clarify' classifications of piping systems used for water distribution.
may be
pressure-rated pipe is identified using the standard dimensional ratio (SDR) method. This method is defined by the American Society for Testing and Materials (ASTM) Standard D 2241. This pipe is available in SDR numbers 64, 41, 32.5, 26, 21, 17, and 13 5. Pipe with an SDR of 64 will have the thinnest wall while pipe with an SDR of 13-5 will have the thickest wall. Wlien the pressure rating (PR) of a pipe is given in psi, it is based on a line supplying water at 73 degrees E.
by schedule. Piping schedules include 5S, lOS, 10, 160 and Double Extra Strong. These schedules are dependent upon the pipe wall thickness. The wall thickness of a particular schedule may var>' with pipe size. Piping
Utility Distribution Piping
classified
20, 30, Standard, 40, 60, Extra Strong, 80, 100, 120, 140,
Ductile iron pipe for water distribution is classified by Pressure Classes such as Class 150, 200, 250, 300 and 350. These classes are actually the rated
water working pressure of the pipe in pounds per square inch (psi). The pipe in these pressure classes is designed to withstand the rated water working pressure plus a surge allowance of 100 psi.
The American Water Works Association various types of plastic pipe. C-900
(AWWA)
provides standards for
the specification for polyvinyl chloride (PVC) piping used for water distribution in sizes ranging from 4" through 12". C-901 is the specification for polyethylene (PE) pressure pipe, tubing and fittings used for water distribution in sizes ranging from 1/2" through 3". C-905 is the specification for PVC piping sizes 14" and greater. is
Sanitation Foundation (NSF) seal of approval is applied to products that can be used with potable water. These products have been tested to ANSl/NSF Standard 14.
Valves and strainers are classified by American National Standards Institute (ANSI) Classes. These Classes arc 125, 150, 200, 250, 300, 400, (>00, 900, 1500 and 2500. Within each class there is an operating pressure range dependent upon temperature. Design parameters should be compared to the appropriate material dependent, pressure-temperature rating chart for accurate valve selection.
R3472 Railway Construction
Transportation R34721 6-1 0
The National
Single Track R.R. Siding
The costs for a single track RR siding in the Unit Price Section include the components shown in the table below.
Component
Qty. per L.F. of Track
Unit
crushed stone
.667
C.Y.
6" X 8" X 8'-6" Treated timber ties, 22" O.C.
.545
Ea.
Description of Ballast,
M/2"
Tie plates, 2 per
Track
tie
rail
Spikes, 6", Splice bars
Crew B-14
4 per
w/
@
tie
R34721 6-20 The
washers
bolts, lock
&
nuts,
@
33' O.C.
57 L.F./Day
Single Track, Steel Ties, Concrete
costs for a R.R. siding with steel ties
Price section include the
and a concrete bed
components shown
in the table
Description of Concrete bed, 9' wide, 10" thick Ties,
W6xl6
Tie plates,
Track
@
x 6'-6" long,
4 per
30" O.C.
tie
rail
Tie plate bolts, 1",
8 per
Splice bars w/bolts, lock
Crew B-14
@
22
tie
washers
L.F./T)ay
&
nuts,
@
33' O.C.
in
1.091
Ea.
2.000
L.F.
2.182
Ea.
.061
Pair
.018
Day
Qty. per L.F. of Track
Unit
.278
C.Y.
.400
Ea.
Bed
the Unit
below.
Component
1.600
Ea.
2.000
L.F.
3.200
Ea.
.061
Pair
.045
Day
855
Change Orders Change Order Considerations
The
A
orders
change order
is
document, usually
a written
appropriate is
method
prepared by the design professional, and signed
by
all parties
by the owner, the architect/engineer, and the
on
a project, all parties
contractor.
A
agreement
of the parties to;
an addition,
deletion, or revision in the work; an
adjustment in the contract sum, adjustment in the contract time,
Change
if if
involved. Prior to starting
authorized agents
change order states the
work
should identify their
who may
sign and accept
Change Orders
Pricing When
pricing change orders, regardless of their f
most significant factor is when the change occurs. The need for a change may be perceived in the field or requested by the cause, the
change orders, as well as any limits placed on
architect/engineer before any of the actual
their authority.
installation has begun, or
any; or an
Time may be
any.
for a
orders, or "extras" in the construction
handling change
of
by a written proposal and acceptance
change
when
a critical factor
arises.
the need
during construction question
For such cases, the
is
when
"time and materials"
disrupted, along with
construction contract and impact architects/
for all
engineers, contractors, and owners.
could impede progress. In this situation, the
Change orders that are properly recognized and managed can ensure orderly, professional, and
contractor
who are involved in many causes for change
profitable progress for all
the project. There are
chan wait
—a delay that
to be processed
still
follow the prescribed
limited
notification
to,
and documentation.
All forms used for change orders should be
dated and signed by the proper authority. Lack
change orders or change order requests should
of
be addressed promptly and in a precise and
especially
The following paragraphs
include information regarding change order
.
all
is
contiguous and
supporting systems. Change orders cause the ’
greatest impact
when
installation has
been completed and must be
they occur after the ( '
change order procedures including, but not
orders and change order requests. In all cases,
prescribed manner.
in
j
,
process occur after execution of the
must
work
sequence of construction
cases, the original
basis, rather
_.
j
evolve or appear
the item of
'
partially installed. In the latter
contractor might be directed to proceed on a
paperwork
may
/
documentation can be very if
legal
changes
may
be caused by necessary design |
changes, product failure, or changes in the
owner's requirements that are not discovered until the building or the systems begin to
costly,
judgments are
uncovered, or even replaced. Post-completion
j
made,
to be
function. )
'
and
if
certain field personnel are
no longer
time and material change orders,
available. For
Specified procedures of notification and record
keeping must be adhered to and enforced |
pricing
and procedures.
the contractor should keep accurate daily
regardless of the stage of construction: before, j
The Causes of Change Orders Reasons •
Unforeseen
change •
•
change orders include:
for issuing field
in the
conditions that require a
work
or awarding authorities
realize the inevitability of
numerous
Owner-requested changes, either by design
unpredictable.
Changes
in building
code
require a change in the
Changes
who
interpretations, or
in at ailability
work
and
of existing or
new
materials and products
Procedures
change orders
reasons, both predictable
for
and
must
Documents Committee (EJCDC) and other
occurs. There are
and technical organizations
have developed standards and procedures to be all
parties to achieve contract
include the correct change order procedures for
pricing change orders,
it is
important to
time frame in which the change
two basic time frames
which occur before the start and post-installation change
of construction,
orders,
continuance and timely completion, while
involve reworking after the original
being financially
installation.
Change orders
these stages
may
fair to all
concerned.
by industry associations, there are also
many hooks
available
on the
subject.
for
change orders; pre-installation change orders,
extent of
that occur
work completed using
of techniques
which between
be priced according to the a combination
developed for pricing pre- and
—owners, design professionals and contractors — to follow in order to avoid costly
post-installation changes.
delays and litigation.
list
all
listed.
should be used for general guidance only.
classify the
contractor, legal,
—for additional as well Generally —be
the ripple effect, or impact on other trades, and
When
forth
:
these unit prices do not fully take into account
Architects (AIA), the Engineers Joint Contract
In addition to the change order standards put
Properly written contract documents
bidding
profit percentages
as deductible changes
As a result, the federal government, the American Institute of
followed by
Some
requiring that unit prices including overhead
do
considerable and continual building
omissions in the contract documents
scope of work, or project objectives Completion date changes for reasons
during, or after installation.
documents anticipate change orders by
construction (such as the federal government)
other public authority requirements that •
labor and material allocated to
Correction of design discrepancies, errors, or
unrelated to the construction process •
all
the change.
Owners
criteria, •
records of
parties
Being "in the right"
is
or acceptable defense.
not always a sufficient
The
The following to use
factors are the basis for a
when
check
preparing a change order
estimate.
contract provisions
requiring notification and documentation
must
be adhered to within a defined or reasonable
time frame.
I 1
I
i
856
Factors To Consider When Pricing Change Orders
may spend more than amount of time understanding change. Also, modifications to work in
Consequently they
occurs pre-installation or post-installation,
the normal
attempt to isolate the identifiable factors and
the
As an estimator begins to prepare a change order, the following questions should be
The
final price.
the
Is
the
change order work
pre-installation or
post-installation?
Change order work
costs vaiy according to
how much
of the installation has been
completed.
Once workers have
scoped
in their
have not
the project
minds, even though they
started,
it
can he
more time than was initially estimated. amount of work in place, more reluctant workers are to change
po.st-installation.
may be
add
required
any demolition required
Then analyze
the potential
impact on productivity of psychological
it.
Psychologically they
and/or learning cur\'e factors and adjust the
and
output rates accordingly.
as a result the
protected. Regardless of
difficult to
separately. For example,
pre-installation or
greater the
may resent the change rework takes longer than normal. Po.st-installation change order estimates must include demolition of existing work as required to accomplish the change. If the \\'ork is performed at a later time, additional obstacles, such as building finishes, may be present which must be
General
them
shipping costs that
take
reviewed to determine their impact on the
•
price
place, such as trimming or refitting, usually
break
down
the typical
One approach
workday
is
to
into
segments and quantify the impact on each segment. The following chart
may be
useful
as a guide:
whether the change
refocus.
Activities (Productivity)
Expressed as Percentages of a Workday
Means Mechanical Cost Data Task
(for
New
Construction)
Change Orders
Post-Installation
Change Orders
1.
Study plans
3%
6%
6%
2.
Material
procurement
3%
3%
3%
3.
Receiving and storing
3%
3%
3%
4.
Mobilization
5%
5%
5%
5.
Site
movement
5%
5%
8%
6.
Layout and marking
8%
10%
12%
7.
Actual installation
64%
59%
54%
8.
Clean-up
3%
3%
3%
9.
Breaks—non-productive
6%
6%
6%
100%
100%
100%
Total
Change Order
Installation Efficiency
The labor-hours expressed installation time, using
60%-65%. level
(for
new
construction) are based on average
an efficiency level
of
approximately
For change order situations, adjustments to this efficiency
should reflect the daily labor-hour allocation for that particular
occurrence. If
Pre-Installation
any
of the specific percentages expressed in the
This chart shows that, due to reduced productivity, labor costs will be higher than those for
change orders and by
Each job and change order individually.
above chart do not
apply to a particular project situation, then those percentage points
new construction by 5%-15% for pre-installation 15%-25% for post-installation change orders.
Many
factors,
is
unique and must be examined
covered elsewhere in this section, can each
have a significant impact on productivity and change order
costs. All
such factors should be considered in every case.
should be reallocated to the appropriate
task(s). Example: Using data for assume there is no new material being utilized. The percentages for Tasks 2 and 3 would therefore be reallocated to other tasks. If the time required for Tasks 2 and 3 can now be applied to installation, we can add the time allocated for Material Procurement and Receiving and Storing to the Actual Installation time for new
new
construction,
construction, thereby increasing the Actual Installation percentage.
857
t!
• If materials have been ordered or delivered
change substantially delay the
• Will the
to the job site, will they be subject to a
original completion datel
A
significant
change in the project
may
cause the original completion date to he
The extended schedule may the contractor to new wage rates
extended. subject
supervision and other project overhead also be extended
beyond the
original
completion date. The schedule extension
may
also put installation into a
new
was delayed
until January.
As
penetrated the trench area, thereby changing
may have
•
effect
•
What
is
cancellation charge. Delivered materials not
supplier.
Common
between
20% and 40%.
if
may
be
•
the
to
at the
time.
that performed the initial
cases,
change orders resulting in a
do the change order? Possibly
retain the overhead
new material,
pay more or
prices or discounts will
one day or
crew size is increased, what impact that have on supervision requirements!
nonproductive worker.
usually apply to materials purchased for
If
additional workers
are added to accelerate the project or to
change orders as new construction. In some
for
elements of the work are
all
is
deereased.
When
perform changes while maintaining the
may
schedule, be sure to add additional
the advantages of competitive pricing
supervision time
change orders. Consider the following
if
warranted. Calculate the
hours involved and the additional cost
example:
less.
Costs
for
directly
contractor purchased over $20,000 worth
of fan coil units for
obtained the
an installation, and
maximum
discount.
if
•
How much
•
What crew
Some time
actual production can be gained
Short term overtime can be used effectively to
accomplish more work in a day.
However, as overtime is scheduled to run beyond several weeks, studies have shown
marked decreases in output. The following chart shows the effect of long term overtime on worker efficiency. If the anticipated change requires extended overtime to keep the job on schedule, these factors can be used as a guide to predict the impact on
time and
The
are the other impacts of increased size!
larger the crew, the greater the
potential for productivity to decrease.
has to purchase this unit from the original
loss are:
it
supplier to ensure a match. this
time
may
supplier at
not discount the unit because
of the small quantity,
no longer
The
and the
fact that
in a competitive situation.
he
The
impact of quantity on purchase can add between 0% and 25% to material prices and/or subcontractor quotes.
858
is
by working overtime!
cost.
Add
project overhead,
possible.
was determined the project required an additional matching unit. The contractor later
work
added orientation
particularly supervision, that
A
the
Usually orientation can be accomplished in
Under most bargaining agreements or management practices, there is a point at which a working foreman is replaced by a nonworking foreman. This replacement increases project overhead by adding a
than you paid for the original purchase!
forfeit
sites.
also affects orientation
estimated cost.
less for the
instances, however, the contractor
When
work
electrical systems, orientation takes longer.
less time.
• If the
required by the change order,
The same material
of
difficult
renovation
productivity rates accordingly.
Materials Will you have to
and most
concealed or less visible, such as existing
and will
•
site,
should be itemized and added to the total
based on the original bid.
profit
it
project. Orientation is easiest at
construction
orientation
productivity increase and modify the
deduction or credit reflect only bare costs.
The contractor may
will
exposed, such as concrete or masonry work,
Be sure to consider this potential
most
new
The type
change should take
how long
at existing, very restrictive
unit identical to one already installed; therefore, the
site,
The orientation time for a new crew to become 100% effective varies with the site
the ehange consists of the installation of a
the net effect of a deduct change
crews, unfamiliar with the project,
requirements!
Also, delivery
crew
logistical
take them to become oriented to the project
restocking charges run
the existing
same crew
work going
must be
or del 1 In
As new
are brought onto the
returned to the
and type of
How efficient is Is
analyzed and negotiated with the owner.
basic
nonworking
equipment shortages or other
of
factors.
actual installation!
a ripple effect
throughout the project. This
if
a
the degree of difficulty of the task. Changes
and delays
the supplier to determine
ordered materials are subject to a
Labor
a result, frost
its
Check with
must be added.
piping scheduled for October installation
check
changes by the addition
or deletion of apprentices or
charges to return the goods to the supplier
weather season. For example, underground
for
foreman, and quantify the potential effects
subject to a restocking fee
must
increases,
composition
cancellation charge or restocking fee!
used as result of a change order
dictated by relevant labor contracts. Project
As the crew
is
Some
of the factors that cause this productivity
overcrowding (producing restrictive
conditions in the working space), and possibly a shortage of any special tools and
equipment required. Such factors affect not only the crew working on the elements directly involved in the change order, but other crews whose movement may also be hampered.
incurred.
may
also be
Production Efficiency
Days per Week
6
7
Effects of
higher
The use
many
of long-term
4 Weeks
8
100 %
100 %
100 %
100 %
100 %
100 %
100 %
9
100
100
95
90
96.25
105.6
111.1
10
100
95
90
85
91.25
110.0
120.0
11
95
90
75
65
81.25
113.6
127.3
12
90
85
70
60
76.25
116.7
133.3
8
100
100
95
90
96.25
108.3
116.7
9
100
95
90
85
92.50
113.0
125.9
10
95
90
85
80
87.50
116.7
133.3
11
95
85
70
65
78.75
119.7
139.4
12
90
80
65
60
73.75
122.2
144.4
8
100
95
85
75
88.75
114.3
128.6
9
95
90
80
70
83.75
118.3
136.5
10
90
85
75
65
78.75
121.4
142.9
11
85
80
65
60
72.50
124.0
148.1
12
85
75
60
55
68.75
126.2
152.4
the normal overtime rate.
overtime is,
1-1/2 Times
is
illustrated, there
figure
all
40
is
due
with the increase in weekly hours
normal
rate at
reg. hrs.
fatigue,
lowered morale, and an increased accident a project
where workers
week, 10 hours per day. From the figure studies), the average effective productive
rate.
working 6 days a above (based on productivity are
hours over a 4-week
period are:
of the
reduced to the equivalent of 52.5
is
calculated as follows:
reg. hrs.
-i-
(20 overtime hrs.
x
'
1.5) I
I
.
=
,oO
52.5 hrs. Installed cost will be
Thus,
when
133%
of the
normal
rate (for labor).
figuring overtime, the actual cost per unit of
work
will be
higher than the apparent overtime payroll dollar increase, due to the
reduced productivity of the longer workweek. These efficiency calculations are true only for those cost factors determined by hours
worked. Costs that are applied weekly or monthly, such as equipment
0.875 X 60 = 52.5
rentals, will
Equipment What equipment
16.7%
half:
40
not vary significantly from the actual payroll cost.
As an example, assume
is
hours, the effective cost of overtime
For time and a
1
40 hours per week. However, because the effective
hours per week are increased on a regular basis, more time
total
due to
is
(20 overtime hrs. x 1.5)
-h
production (efficiency) for 60 hours
does not result in as great a reduction in efficiency and, in such cases,
is lost
be
and overtime hours)
Based on 60 hours, the payroll cost per hour will be
can be a difference between the actual payroll cost
beyond 40. This difference between actual and effective cost results from overtime work over a prolonged period. Short-term overtime work
As the
may
above tabulates the effects of overtime
to the reduced production efficiency
may
week, overtime hours
of
reach
per hour and the effective cost per hour for overtime work. This
effective cost
and day
determined as follows:
studies have been conducted,
and while they have resulted in slightly different numbers, the same conclusion. The work on efficiency.
locale
(average) actual payroll cost (including regular
counterproductive on almost any
Numerous
Depending upon the
paid at time and a half or double time. For time and a half, the overall
the longer the period of overtime, the lower
the actual production rate.
•
@ 2 Times
3 Weeks
labor agreements, Sundays and holidays are paid
premium than
construction job; that
As
@
2 Weeks
Overtime
Caution: Under at a
Average 4 Weeks
IWeek
Hours per Day
5
Payroll Cost Factors
is
required to complete
the change order!
Change orders may require extending the rental period of equipment already on the job site, or the addition of special equipment
not be similarly affected.
Summary
Change orders
The preceding considerations and others you deem appropriate should be analyzed and applied to a change order estimate. The impact
documented, and managed help
of
each should be quantified and listed on the
estimate to form an audit
that are properly identified,
orderly, professional
the work.
They
or disputes at
to ensure the
and profitable progress
of
minimize potential claims the end of the project. also
trail.
brought in to accomplish the change work. In either case, the additional rental charges
and operator labor charges must be added.
859
—
r-i
V,
4. - -^
-
•
,-:^.-=«Br -> V^-‘.^Oi K
.rs» .
^
-
{
^
•>-f
•
^
•‘^
'^Or -
'-ai
^"
-.1^
'
•
',
^•
^•;:
r,ty¥ *
\"wood column round fiber tube column round fiberglass column round steel column steel framed
prefab metal
framed
57
182
62
opening
453
57
pipe support
132
57
porch
1134
Gabion box retaining wall .stone
620 644
Gable domrer
18"^
66 O 522
57
removal
155
Galley septic
57
roof metal rafter
151
Galvanized ductwork
887
Index plank grating
158
.’
72
reinforcing
dome demo
440
hemisphere greenhou.se
451
roof
234
Geo-grid
643
steel reglet
251
GFI recepticle
563
welded wire GaKunizing
73 362
Girder formwork reinforcing
w'ood
lintel
130
meUil in field
362
Girt
120
Glass
nieutl in
Gang
wall
shop fomiwork
58
tee .surface
52 71
Gradall
134 307, 309, 310
...>
.shelter
Gore line Grab bar
181, 189
.steel
.soccer
Golf
415
piinting
357
414
pla.stic
529
343
side coiling
276
637
top coiling
276
378
window
603, 693
Grade beam concrete placement beam formwork
.
79
shop
56
sy.stem
647
fine
acoustical
311
Grader motorized
311
Grading
693
292
Grinder concrete floor
410
pump
82
Grooved block
Garage
455
and glazing bead
282
rough
door
280
bevel
307
site
280
block
110
Graffiti resistant
305
bulletin
366
Grandstand
451
455
bulletproof
311
Granite
112
455
column cover
307
building
112
clamp water pipe
curtain wall
285
chip
647
cover plant
260
conductive floor
341
fece block
countertop
429
fault
door
residential
door
v\
eatherstrip
public parking residential
Garbage disposal Garden house house demo
401,408
board
455
demolition
440
door
261, 275, 283
treatment
joint ductile iron
488
597
joint fitting
487
360
joint
pipe
487
Ground box hydrant
door
astragal
304
curb
door show'er
373
demolition
fired boiler
533
indian
636
water monitoring
535
door sliding door swinging
275
fired furnace
283
pov'er
113
w'ire
fired infrared hctuer
544
faceted
307
fired sptice heater
535
fiber
72
pttving
96
block
635
635
sidewalk
307
Granolithic finish concrete
307
Grass cloth wallptper
575
full
vision
308
kiw'n
647
541
heat reflective
308
seed
648
incinerator
418
insulating
308
surfacing
log
380
laminated
311
665
,stition
fonnwork island fonnwork
•Station
tank
lead
458
56
lined water heater
402
56
low
307
emissivity
16
556
Grounding
&
556
conductor
.
.
.
551-554
556
heat air conditioner
station
556 414
504
generator set
pipe
rod socket
wire brazed
float
aluminum aluminum floor aluminum mesh aluminum plank
566
Group shower
fire
575
Grating
556 648
.
88
535
artificial
.
345
furnace
generator
resisUmt
.
106
491
113,636
188
493
protection
479
rod reinforcing
106
597
connector
Gas cock
82
floor
679
*.
496
Grinding concrete
Gantry crane
597, 615
692
.
wash fountain
505
Grout
98
638
cavity wall
156
cement
157
concrete
98
157
concrete block
98
157
door frame
98 ....
98,622
98
309, 379
area wall
388
epoxy
mosaic
330
area w'ay
388
metallic non-shrink
mosaic sheet
331
fibergla.ss
216
non-metallic non-shrink
499
obscure
308
fiberglass floor
216
pump
698
water heater instantaneous ....
499
ptittemed
308
floor
216
tile
328
witer heater residential
499
pipe
510
frame
158
topping
88
water heater tinkless
499
reduce heat transfer
308
galvanized plank
158
wall
98
Gas-fired duct heater
535
reflective
309
plank
158
Gasket
joint
256
safety
308
.stttinle.ss
bar
158
neoprene
256
sandblast
307
.stainless
plank
158
533
sheet
309
.sttir
154
gutter
251
575
shower
373
.steel
157
house
455
piping
665
.solar film
310
steel floor
157
lamp
582
tank
517
spandrel
309
.steel
158
service
640
tempered
307
631
snow
d;t>-
279
tile
.309
fill
fence
639
tinted
307
pick
folding
374
309
pea
279
window window
283
roof
51
parking
394
wire
309
•Stop
248
.security
375
Glassware
security drivewty
278
slide
639
Glaze coat
swing
639
Glazed aluminum curtain wall
5l6
mirror
stop valve
479
vent
532
water heater commercial
combination boiler
Ga.s/oil
Ga.soline generator
Gate chain link
opener driveway
.security
valve
512, 513
valve soldered
Gauging General
plaster air
conditioner
boiler
480
equipment
overhead
wall
.sterilizer
wisher
.
.
Gravel base
wall
659
wall
647
window
...
&
comer
162
23
672
cable
495
rail
removal
234
rail
timber
rail
vehicle
110
roof
102
roof system
soil
mixture
Greenhouse
ceramic
concrete block
109
air
wall coating
361
commercial
.307
cooling
328
233
supported
Guide/guard
450
Gunite
450 .'
rail
233
449
450
19
temporaty
Guide
377,378 377
Guardrail .scaffold
rail
brick
Glazing
24
253
495
512
795
377
642
block
tile
73
Guard corner
Gravity retaining wall
Green roof membrane
88
73
Grease interceptor
285
88
.
strand
410
trap
.
Grouted bar
594 609 ,
w'ell
,
410 358 .
mesh
322
478
contractor's
stall
329, 330 622
672 29
672 672
672
rail
83
83
dtyinLx
83
mesh Gutter
...
250,453 249
695
application
308
demo
440
aluminum
609
plastic
310
geodesic hemisphere
451
copper
575
polycarbonate
310
residential
450
demolition
220
diesel-engine-driven
575
productivity
835
Grid spike
172
guard
251
electric
696
513
Griddle
406
lead coated copper
emergent'
575
481
Grill coiling
276
monolithic
635
.tjas
575
250
gasoline
575
set
rentil
fill
Generator diesel
steam Getxiesic
888
dome
Globe
valve
valve
bronze
250
.
.
250
Grille air return
529
stainle.ss
409
aluminum
529
.steel
250
575
Glove bag box Glued laminated
193
decorative w'ood
212
strainer
251
qi 5
Goalpo.st
415
duct
344
valley
453
415
filter
529
vinvl
250
155
football
42
wood
250
demolition
aluminum
34
Guyed demck crane
667
floor underhiyment
413
mat
Gymnasium
divider curtain
413
4l6
HLstorical Co.st
transfer fluid
537
Hockey dasher
445
scoreboard
413
456
demo door Hanger accessory formwork
transfer
package
500
Heated pud
&
Heater
bathroom
11
678
Hoist
679
527
chain
402
chain
535
electric
679
gas fired infrared
544
overhead
679
440
electric
278
floor
60
52
Index
fan
mounted space
701
tall
equipment
412, 413
beam
172
gas residential water
499
personnel
701
floor
336, 343
joist
172
gas water
499
tower
701
130
gas-fired duct
535
333
infrared
544
424
oil-fired
448
squash court
Gypsum block
demolition
Hanging
32
lintel
w'ire
Hardboard cabinet
447
Holdow'n
172
space
697
Hole
620
208
sw'imming pool
534
208
tenninal
544
Hollow core door metal door
328
molding
208
board high abuse
327
overhead door
280
board leaded
458
[xineling
board partition
317
tempered
317
underlayment
191
1
leater,
board removal
315
Hardener concrete
81
1
leater unit
board system
316
drycvall
324
50
wami
296
water
floor I
lard wire
69
sauna
board accessory
NLB
297
.screed
Holding tank
324
piirtition
Holder closer
535
board
board
space
544
tubular infrared
536, 544
535
air
498
drill
267. 271
263
metal frame
262
metal stud partition
321
[ireca.st
402, 566
686
concrete plank
84
anchor
wall
121
Honed block
wallcovering
345
a|xirtment
296
high abuse drywall
327
cabinet
426
lath
320
cloth
641
&
lath nail
171
door
296
control valve
519
exhaust
ptirtition
375
drapery'
422
electric
547
fume
409
317
finishes
834
estimate electrical
547
range
401
plaster
322
motel/hotel
296
hot air
535, 544
restoration
314
jxinic
298
hydronic
534, 544
fabric
partition
NLB
water residential electric
485, 533-537, 844
Heating
cooling classroom
544
107
Honing flcxir Hood and \ entilation
Hook
379
coat
87
rough
180
insulation
515
316
window Hardwood
296
kettle
700
Hopper
445
Horizontal borer
193
sound dampening panel underlayment poured
326
wallboard repair
314
weatherproof
193
88
434
carrel
floor stage
411
grille
212
Harness body I
H
subsoil I
duty shoring
coat strip
rack
Hatch floor
379 468
refuse
699 654
boring boring machine
19
692
framing
189
directional
693
lifting
802
drilling
301
rail
379
timber
189
385
Helicopter
701
air
696
275
Hemlock column
212
bibb sillcock
503
21
larrow disc
robe
644
leavy constniction
531
162
clevis
roof deck
sheathing
82 ....
equip.
401, 409
shaft wall
Hasp Hat and
H
therapy
206, 211
Hangar
337
378 344 215
fiberglass
wood
701
tow'er
Gym
Handrail
34
Gutting
670
track
1
699
drill
654 591
lorn fire
Hose adapter
473
fire
624
roof
253
I
lET flush
505
braided bronze
491
Hair interceptor
496
smoke
253
1
lex bolt steel
123
di.scharge
697
Half round molding
206
609
Hexagonal face block
107
equipment
473
Halotron
382
609
High abuse drywall
327
fire
473
361
metal flexible
491
nozzle
473 473
pile
Haul earthwork I
lauling
Hammer bush
81
cycle
chipping
696
demolition
693
Haunch Hay
diesel
693
drill roUtry
696 693, 697
hydraulic
693
pile pile mobilization
595
vibratory
69a
609 76
slab
bale
waste handling
596
Header load-bearing
distribution
box
sprinkler
suction
697
320
\alve cabinet
.382
308
water
697
conduit
glazing
419
strength block
38 660
.strength bolt
473
•Strength steel
107 124,
strength decorative block 134.
105
door hardware
296
826
equipment
415
640
furniture
435
699
hinge
302
144
High-security' chain link fence
Highway equipment
wood
187
pav'er
635
kitchen equipment
406
148
sign
369
partition
374
371
Hinge
301
tip
Header/beam boxed
hole concrete
667
Headrail metal
toilet
.stud wall
..
component
.
rental
.
.
.
plastic-laminate toilet
371
brass
301
232
Health club equipment
412
cabinet
^26
air
Hearth
116
continuous
302
water boiler
544
electric
302
water dispenser
547
hospiuil
302
water heating
water-steam exchange
Heat baseboard
415
electric
415
exchanger
537
[xiumelle
302
baseboard
Hot
air
heating
508
exchanger plate-type
537
prfson
.302
water-water exchange
support
506
exchanger shell-type
537
residential
302
weather concrete
lever
301
greenhouse
450
school
302
Hotel cabinet
opener
296
loss
845
security
302
furniture
543
special
302
lockset
air-source
542
•sUiinle.ss steel
.301
residential
566
steel
301
ramp
76
water cooler
509
Handle door Handling material
426
pump pump pump
679
recovery
418
418
reflective glass
308
575
temporary
wiste Hand-off-automatic control
l6,
52
wide throw
835
Hip
186
rafter
Hou.se garden
.302
Hinges
I
535
furnace
Handicap drinking fountiin fixture
301
pin
306
448
42"^
casework
701
654
80
427
Hospital cabinet
824
pipe w'ellpoint
hole
Handball/squash court
382
557
rise
378
court backstop
rack cabinet
rib lath
dryer
Handball court
505
38
clearing
trowel finish concrete
efficiency urinal
40
Head
shake
619
waste disposal
266
split
rack
waste containment
Hand carved door
scanner unit
505
installation
699
599,601,602,608
efficiency flush valve
40
HOPE
68
chair reinforcing
646
Hazardous wiste cleanup
Hammennill
excavation
build coating
5.35,
544
533. 534
498 5.3.3. .
.
.
544
500. 537
537 "78
.380
4.33
298. 299
455
guard
455
telephone
58"’
lousewrap
Hubbard tank
2.30
416
889
'
3 'W
-'
Index
,
Hiiimlification
equipment
duct r(K)ni
Humus I
I\'AC axial flow tan
525
Intercom
548
Insecticide
6l9
Interior
548
Insert concrete ftjnnw'ork
Inspection technician
512
Installation
power
circulator
&
extinguisher
beam fomiwork
67
door frame
69
LED
I6
light fixture
ptiint wall
359
Kalamein door
269
499
planter
436
Keene cement
322
273
Kennel door
&
residential
229
shutter
526
[xmel preca.st wall panel
fire
657
grcumd box
493 29
remo\’al wall
493
water
493
lydrated lime
Hydraulic chair
Insulating concrete
86
formwork
....
59
glass
308
sheathing
190 224, 227
Insulation
.
.
door
270
•
423
.
.
wood door
frame
213
Interlocking concrete block
384
562
Keyless lock
299
Intaision detection
590
Keyway footing
590
Kick plate
97
blower
697
Intumescent coating
blown-in
227
Invert
Inverted bucket .steam trap
exc;rvator
692
boiler
515
Iron alloy mechanical joint
jack climbing
701
cavity wall
226
jacking
802
ceiling
lift
467
seeding
648
Hydrodemolition concrete
Hydromulcher Hydronic heating
pipe
406
224, 227
Ironing center
380
cellulo.se
226
Ironspot brick
335
exhaust fan
527
645
metal cabinet
428
224
sink
501
374
sink faucet
503
body
valve
229
Irrigation
514
Isocyanurate insulation
29
duct thermal
514
I.V,
equipment
515
sink residential
exterior
229
unit
244
floor
224
foam foamed
227
.
.
system sprinkler
track system
224, 225, 227, 453, 514
229
J hydraulic
226
ladder
515
po.st adjustable
HVAC equipment
515
pump
105
roof
186
screw
621
in
place
isocyanurate
224
445
loose
fill
226
Jackhammer
ma.soniy'
227
Jacking
mineral fiber
226
Jail
193
wrench
396
446
679
227
Job condition Jockey pump
418 418
removal
wa.ste
418
rigid
Incubator
Index constaiction cost
roof
409
roof deck
11
Indian granite
636
Indicating panel burglar alarm
filler
256
table test
231
256
227
push-on
227
445
roof
Indoor
343
vapor barrier
230
sealant replacement
draft fan
532
vermiculite
226
Industrial address .system
586
wall
811
wall blanket
274, 276
dryer
equipment
398 in.stallation
393
ftrldmg panition
376
lighting
577
railing
156
safety fixture
507
window
287
Inert
gas
Infrared broiler
39 406
detector
590
heater
544
he;tter gas-fired
544
heater, tubular
544
890
224, 453
In.surance
12,
429
gasket
228
sLib.soil
chimneys door
427
409, 410
spniyed-on
Induced
casework metal
63, 251, 321,
655
794
shop
155
extension
697
220
inclined metal
155
655
bridging
409
252
Tyton
Joi.st
Ladder alternating tread
412
256. 257
Jointer
410
equipment
exercise
99
.sealer
225
410
,
expansion
538
athletic carpet
47
427
sink
228. 453
spnt)’
serv'ice
cabinet
518
63 99
control
Indirect-fired water chiller
.
Laboratory analytical
409, 427
reinforcing
,
11
478
equipment safety equipment
fire
Joint assembly expunsicrn
590
.
808
258
42, 221
shingle
478
475
224
467
262
Labor adjustment factor
countertop
446
refrigeration
11
264, 268
frame
modifier
Jib crane
municipil
Labeled door
659
Jeweler safe
Incinerator gas
L
index
485 224, 226,
230
fomiwork
485
poly.styrene
299
paper
Kraft
279
piping
reflective
320
Knob door
654
pipe
31
ramp
equipment
696 578
Inclined
603, 695
Jet water .sy.stem
Incande.scent fixture
K-lath
128
672
Implosive demolition
400
18
445
block
501
commercial
21
407
insert concrete
10
701
heating
machine
401, 407
701
Jack cable
rink dasher
Impact barrier
4 OO
424
finish .system exterior
wood & composite
Kitchen appliance
510
equipment equipment fee
fibergla,ss
Icemaker
456
399
545
I-joist
102
Kiosk
Ironer laundty
519
equipment
King brick
cabinet
heating convector
skating
410
519
duct
I
303
663
512
heating control valve
Ice
door
plate
Kiln vocational
composite
699
55
303
29
534, 544
Hypttlon neoprene roofing
.
manhole
224
227
.
361
board
515
.
system
676
building
698, 700
ttr
Interval timer
417
breeching
700 306
514
701
heating
keeper
blanket
693, 697
406
Kettle
557
Intennediate metallic conduit
225
jack
641
Key cabinet
dretlge
hammer
107
275
fence
634
precast concrete unit
batt
679, 700
354
,
ceiling
309
472
577
383
Insulated glass spandrel
.
619
(taint
518, 520 .
102
mesh
478
pre-hung door
ventilator
Jute
182, 193
578 T
& window
door
wood Jumbo brick
213
566
,
52
fixture
Instalment switchboard
.
587
»
530
fire
cnine
add elevated
496
oil
Instantaneous gas water heater
lou\er
lydrant building
slab lifting
*''1
515
insulation
piping specialty'
Inlet
525 522
duct
equipment
I
636
646
peat
demolition
I
curb
In-line Ian
451 402, 548
[luniidifier
'
'
21
jack
monkey
414 20
410
rolling
140
ship
155
concrete
swimming pool
444
12
379
12
172
towel
eciuipment
connector
12
dcep-longspan
138
530
demolition
167
type cable trav’ vertical metal
559
public
531
framing
182
50
hanger
172
88
longstyin
139
builder risk
liability
Intake-exhau.st louver
vent Integral color concrete
topping concrete waterproofing waterproofing concrete
121
623
Lagging
column
128
meUtI framing
149 140
Laminated lieam
193
51
open web bar
85
countertop
428
495
preca.st
grease
495
removal
metal recovery
screw shield
LalK'
155 125
Lag screw'
52
Interceptor
hair
75
496 496
concrete
tai.ss
web
l67 l
stiffener
4l
149
epoxv'
&
fiberglass
362
framing
193
glass
311
Index
$
glued
193
stage
580
cylinder
lead
458
Leads pile
693
strip
577
hotel
roof deck
190
Leak detection
592
surgical
4l6
sheet flashing
247
592
temporaiy'
member
veneer
194
44
te,sting
detection probe detection tank
mortise
Locomotive mnnel
299 700
580
Log chipper
694
579
electric
380
440
gas
380
561
skidder
51
Longspan
l6
592
theatrical
193
Lean-to type greenhouse
450
unit
582
Lectern
419
guard
582
Lecture hall seating
435
LED
582
LED
581
metil halide
582
fixture interior
578
angle framing
129
Loose
Louver
wood Lamp
electric
fbcUire exterior
emergency
Lightning protection
demo
suppressor Lightw'eight aggregate
580
floodlight
582
block
108
Lampholder
574
lamp
582
channel framing
129
Lamphouse
408
lighting [varking
580
column
Lance concrete
697
luminaire roadway
581
concrete
186
floor
fill
76 129
post
162,
wood
298 298, 299
128 76, 78, 821
694 139
joi.st
226
insulation
fill
311
aluminum aluminum operating
311,530 530
coating
530
cooling tow'er
530
door
311
fixed blade
530
130
HVAC
530
compictor
694
Ledger
Landing metal pan
154
Lens movie
408
framing
340
Let-in bracing
180
insulating concrete
Letter sign
368
junior
384
natural .stone
113
intike-exhau.st
530
Landfill
stair
Landscape fee
10
343
surface
slot
87
beam framing
Laser level
697
Level laser
697
tee framing
130
midget
311
Latch deadlocking
299
Leveler dock
395
zee framing
130
mullion type
530
97
redwood
312
finish
97
ventilation
312
hydrated
97
wall
312
298, 299
set
arm tiwning
truck
395
387
Leveling jack shoring
257
Lever handicap
301
Linderktyment
337
Lexan
310
Lath demolition
314
Liability
Lateral
retractible
.
.
.
Latex caulking
gypsum
320 316, 320
meutl
and gypsum board
Lath, plaster
.
Lath rib
Lathe
shop
Lattice
molding
Lauan door Laundry equipment
19
employer
insurance
equipment demolition
Library
.
.
.
Lime
Lime.stone
12
coping
795
Line gore
.392
113,
remover
traffic
647
wood
212
117
Louvered door
271. 273
637 700
Low sound fan Lowbed trailer
700
468
Lovv'-voltage silicon rectifier
573
525
836
furnishing
434
320
furniture
435
collector
468
switching
410
shelf
435
wallcovering
345
svvitchplate
573
654
transfomier
573
524
Lube equipment
394
206
Life
271
Lift
398, 399
guard chair
444 467, 468
Linen chute
Liner
cement
duct
aerial
695
flue
101, 116
Lubrication
573
equipment
394
faucet
503
automcvtive
467
non-fiberous duct
525
Lug terminal
folder
398
bariatric
4l6
pipe
654
Lumber
ironer
399
correspondence
468
Lint collector
398
core paneling
208
presser
399
hydraulic
467
Lintel
sink
502
ptircel
468
spreader
398
scissor
113
slab
Lava ,stone
commercial
113
product prices
831
108
recycled plastic
214
concrete block
108
treated
817
galvanizing
1.30
Luminaire roadwiv'
130
Luminous
504
truck aerial
700
hanging
faucet
503
wheelchair
467
[vrecast
pedestal type
501
Lifter
395
steel
479
Lifting
Lavatcrry
removal
501, 504
residential
platfonn
equipment rental fomiwork
Light base
181
block
679, 695 77,
553
700 56
87
concrete
186 581 332, 582
ceiling
332
[Tunel
130
Liquid chiller centrifugal
538
screw
539
chiller
Load center
M
sink
501
btvrder
580
,support
505
dental
417
vanity top
501
dock
396
hung
501
exit
579
.stud wall
bracing
143
647
fixture interior
577, 580
.stud wall
bridging
144
excavation
608
mower
697
fixture troffer
578
stud wall framing
145
screw
125
seed
648
loading dock
395, 396
stud wall header
144
trowel finish concrete
425
nurse
603
welding
699
660
pole
666
skidsteer
695
X-ra\-
590
660
pole aluminum
580
tractor
694
347 494
pole
shield
coated copper downspout ....
249
stand
coated copper gutter
250
.strobe
580
coated downspout
249
support
128
flashing
246
temporary
glass
458
tower
wall
Lawn
gra.ss
Lazy susan
Leaching
chamber
field
pit
Lead barrier caulking
.
,
.
gypsum board lined
458
darkroom door frame
447
call
.steel
Lindetwater Lighting
587
561
residential
594
test pile
Load-bearing stud
ptirt.
framing
Loader front end
.
145
vacuum wheeled windrow Loading dock dock equipment dock light
395, 396
697
Loam
594, 597
444
Lobby
580 672 40
l6
577, 578
Lock
collection
box
electric release
41
694
395
384 299
579
explosionproof
580
tubular
299
exterior fixture
581
Locker metil
383
.
.
.
805 45
400
entrance
301
579
keyless
299
time
279
pla.stic
458
fountain
510
pla.stic
384
roof
245
incandescent
578
steel
.383
salvage
479
industrial
577
wall
screw anchor
122
outlet
564
sheet
458
pole
580
Locking receptacle
shielding
458
residential
564
Lockset communicating ....
mount wire mesh
395 254
exit
methods
67
435
304
44
removal
Magazine shelving Magnesium dock board
80
Magnetic astragal
paint remediation
[xtint
Machinery anchor
696
395
44
paint remediation
631
Machine auto-scrub
oxychloride
paint encapsulation
458
631
penetration
700
darkroom emergency
lined
Macadam
motor
stirter
Mahogany door Mail box box call system box commercial skvt
384 587 38-r
497
expense
Maintenance carpet
13
314
railroad
670
railroad track
670
383
Make-up
383
Mall front
564
Management
298. 299
266
.384
Main drain office
571 16
particle test
.Manhole
air unit
541
284 fee constmction ....
10
664
891
664
brick
664, 667
concrete
Mastic floor
341
flashing
Mastic-backed flashing
247
flexible
Mat blasting
603
floor
cover
663
electric service
667
concrete placement foundation
frame and cover
663
floor
invert
663
foundation
raise
663
Man-made soil mix Mansard aluminum Mantel beam
79 431
foundation formw'ork
491
deck
chimney
flue
frame
76
frame channel
56
.
.
•
.
water supply domestic
816
143
conversion factors
790
532
rebar specs
809
262
Microphone
586
263
Microtunneling
654
framing parapet
151
Microwave oven
401
gym
413
furring
318
Mill con.struction
189
665
wall
413
halide
lamp
582
233
Material
260
in field galvanizing
362
door and window
extra steel
134
Millwork
196 425 ,
362
&
120
demolition
236
handling
679
in field printing
212
handling belt
678
in
212
handling conveyor
678
interceptor dental
496
Mineral fiber ceiling
Manual dumbwaiter
462
handling deconstruction
Map
366
handling system
428
tioor
fireplace
491
Metric conversion
29
removal step
.
453
hose
shop galvanizing
trim demolition
170 170
331,332 226
37
joist
bracing
147
fiber insulation
678
joist
bridging
147
fiberboard panel
347
index
12
joist
framing
149
insulated cable
554
336
removal/salvage
35
laboratory casework
427
roof
244
Marble
113
Materials concrete
815
ladder inclined
155
Minor
chip
647
MC
553
lath
316, 320
Mirror
rail
Maple countertop
cable
site
demolition
29 309, 379
Meat case
403
locker
383
ceiling
coping
117
Mechanical
842
molding
321
door
309
countertop
429
dredging
676
nailing
121
glass
309 379
chip white
51
anchor
floor
114
duct
522
overhead door
screen
373
equipment demolition
512
paint
shower
fee
115
media
soffit
114
seeding
stall
stair
114
synthetic
335
tile
335 676
Marina small boat
Marine equipment
702
renUil
Marker boundary and survey
28
....
Markerboard electronic
366
Mark-up cost Masking
Mason
13
scaffold
.Masonry accessory
Median
filter
barrier
precast
Medical
....
280
plexiglass
120
wall
647
pan
672
parking
636
Mixed bittiminous cone, plant
672
pipe
661
Mixer concrete
415, 4l6, 418
332
Miscellaneous painting
landing
154
Mix design asphalt
stair
154
bumper
pipe removal
479
food
154
mortar
405 692, 697
120
pla,ster
697
rafter
framing
151
road
699
415
recovery interceptor
496
Mixes concrete
418
roof
234
Mixing valve
503
roof parapet framing
151
Mobile shelving
435
.sterilizing
equipment
X-ray
551
roof tniss
133
241
sandblasting
120
97
protected
98
roofing
244 240, 244
815, 8 I 6
418
X-ray
595, 627
Mobilization
sash
287
air-compressor
screen
287
equipment
sheet
245
582
shelf
385
Model building
639
shelving food storage
404
Modification to cost
shingle
231
Modified bitumen roof
96
Mesh fence
cleaning
94
gunite
color
97
[partition
374
siding
cutting
34
.security
321
sign
368
stucco
320
soffit
240
Modifier labor
643
Steam cleaning
120
Modular
435
stud
316
83
234 236 ,
10
bituminous membrane SBS office
bookshelf
flooring
335
bracing
180
stud demolition
315
Modulus of
furring
187
butt frame
262
studNLB
318
Moil point
insulation
227
cabinet
428
support as,sembly
318
Moisture barrier
manhole
664
cabinet school
427
threshold
301
nail
171
387
tile
331
painting
359
canopy case good
panel
Ill
ca.sework
panel pre-fabricated
Ill
ceiling panel
pointing
saw
sill
stabilization
trash receptacle
431
brick
206
taiss
153
casing
197
deck
142
water bla.sting
120
ceiling
199
143
window
chair
206
95
deck acoustical deck composite
115
deck ventilated
143
demolition
120
w'indow bow'
detector
590
window
99 105, 644
door door framy door residential
ductwork
141
261 265, 280, 453 ,
290
Metallic conduit intennediate ....
557
exterior
227
hardboard
208
metal
321
hung window'
&
picture
...
290
bay
&
sliding
289
81
199,
199 199
200 200
pine
202
566
.soffit
207
flow
520
trim
248
steam condensate
521
639 266
Venturi flow
520
water supply
491
521
97
facing panel
237
592
fascia
412
fence
door
....
hardener
waterproofing
fire
202
comice cove crown dentil crown
120
wire brushing
265
faced
20
286, 287, 454
Metal-clad dbl.
foil
%
wood door
framing
453
wall tie
892
46 196
120
ventilator
Mast climber
Molding base
377
15
.Ma.ssage table
.
corner guard
97
32
system
.
cleaning
96
toothing
notification
46
contaminated area demolition
199
testing
Ma>^
46
206
630
wall
16
Mold abatement abatement work area
birch
94
step
toilet
370
223
test
bed
94
selective demolition
365, 376
371
696
369
698
sawang
toilet
370 ....
content
15
elasticity
370
chimney
30,
restoration
334
component door component headrail component pmel component pilaster
375
414
playground
toilet pirtition
chalkboard
99 822 ,
removal
toilet
242
.
380
94
reinforcing
toilet
.
system
Il 6
246
431
832 .
478
flashing
306, 427
11
242
bitumen roofing
fireplace
Metal bin retaining wall
627 22
or demobilization
222
waterproofing
595 22, 622,
Mercury vapor lamp
cement
315
692
pressure washing
anchor
32, 95,
594
.
415
aggregate
demolition
.
4l6
Medium- voltage cable Membrane flashing
110
.
sterilizer
18
101
15
647
exam equipment
379
brick
349, 354
planting pit
plate stiir
Medicine cabinet
base
,
ceiling
95
99
310
309 310
pm pm
4l6
distiller
equipment
protective coating
,
531
10
373
sill
&
332
tile
269
non-shrink grout
Meter
electric
88
window and dexjr wood transition Money safe
206
207 336 396
1
Index Monitor support
128
Monitoring sampling
Monkey
47
414
ladder
Monolithic gutter terrazztr
418
overhead
Muntin window
292
partition
531
pirtition
447
safe
396
carpet
342
system modular
375
commercial grade carpet
342
Mushroom
ventilator stationary
635
Music rcrom
339
Mylar Utrpaulin
.
.
23
678
Monorail
Monument survey
Mop
Municipiil incinerator
holder
roof
241
504
MorUir
97 97
admixture
and block
Mortar, brick
N
379
sink
Mortir cement
823 329, 331, 822
masonry cement
97 692, 697
mbcer
movable
535
vibration
fired
sptce heater
535
air
cond
542
43 126
equipment
fired furnace
76 52 126
Padding carpet
342
Paddle blade
526
170
formwork
common
170
interceptor
496
fan
565
lead head
458
.storage tank
517
tennis court
415
Nail
62
stake
Nailer pneumatic
696, 697
wood
62
transfonner
567
Oil-fired water heater
500
Oil-filled
183
water heater commercial
500
Nailing anchor
121
water heater residential
499
Napkin dispenser
379
Olive knuckle hinge
97
Natural fiber wall-covering
344
Omitted work
restoration
97
Needle beam cantilever
622
One
sand
97
Neoprene adhesive
223
One-wty vent
15
Pad bearing
heated
97
330
375
534
Portland cement
thinset
Packaging waste
Oil-fired boiler
pigment
testing
Packaged terminal
17
trailer
28
strip
13
375
expinsion
251
joint
13
flashing
247
Onyx Open web
Opener automatic
bar
& &
302
joist
347
coating
coating interior floor
357
protective coating metal ....
120
aluminum siding and protective coating
351
chain link fence
350
& window & window'
120
253
door door
340
encapsulation lead
140
exterior miscellaneous
296
fence picket
350
floor
357
304
piece astragal
&
Paint
air circulator
352
exterior interior
.
.
.
354-356
44
350
Mortise lockset
299
floor
341
Mortuary equipment
418
gasket
256
door
418
roof
244
drivewi^' security gate
279
floor concrete
Mosaic glass
330
waterproofing
223
handicap
296
floor
Moss peat
646
industrial automatic
296
interior
Motel/hotel hardware
296
453
remediation lead
Motion detector
590
Netting bird control
389
rcxrf
130
removal
45
Motor
583
flexible plastic
389
Operable
377
removal floor
82
refrigeration
Net safety
18
638
tennis court
connection
561
dripproof
583
Newel wood stair Newspiper rack
electric
583
Night depository
starter
571
No hub
571
Non-chloride accelerator
571
Non-destRictive testing
571
Non-meUillic non-shrink grout
571
301
571
Non-removable pin Norwegian brick
128
Nosing nibber
338
sttrter
&
suirter
enclosed
starter
magnetic
control
&
heated
starter w/circuit protector starter
w/fused switch
support
Motorized grader roof
693
safety
451
stair
ccrnc.
...
...
417
removal lead
Operator automatic
296
siding
397 494
465
sprayer
Ornamental aluminum
163
striper
fog
Movable louver blind
Option elevator
164
trim exterior
glass
163
wall
&
wall
masonry
88 102
337 338, 339
163 l63
Paint/coating cabinet
l63
&
OSB faced panel OSHA testing
188
Painted marking airport
Outdoor bleacher Outlet box steel
451
wrought iron
rail
473
Outrigger wall pole
510
Oval arch cuK’ert
playpipe
473
Oven
Movie equipment equipment digital
408
clapboard
351
concrete block
359
587
microwave
401
comice
358
Overbed table Overhang eave
435
decking
453
diywall
453
screen
408
Nursery item tnwel
648
home bed
435
Nursing
sUition
427, 428
endwall
467
Nut remove
120
Overhaul
842
Nylon carpet
343
Overhead
nailing
anchor
121
466 38
&
profit
electrostatic
358
exterior siding
351
13
grille
357 359
bridge crane
678
masoniy'
commercial door
280
metal in field
795
miscellaneous
contractor
25,
651
door
280, 281
walk
467
hoist
679
697
office
596
700 692 186
sill
699
trailer
Mulch bark
646
ceramic
647 647
stone
Mulcher power
694
Mulching
646
Mullion type louver
530 283
vertical
Multi-blade
damper
Multi-channel rack enclosure
Multizone
air
cond. rooftop
floor
molding
336 206
pineling
208
threshold
Oakum
Obscure
.
.
586
308
Ob,servation well
659
Occupincy sensor Ofthighwiy dumptaick
567
Office
&
sttrrage
chair
space
support
Overlapping astragal Overkty face door
344 432
637 357
pipe
304
railing
350
reflective
637
267, 269
358. 359
Overpass
644
shutter
350
Oversized brick
101
siding
351
794
stair stringer
350
steel
362
Overtime
Oxygen
lance cutting
1
1,
13,
35
siding
stucco
432 13
637
plaster
17
V
stall
pavement
362 349, 354
262
695
field
floor
13
pttrking
.steel
expen.se
furniture
541
494
glass
523 .
214
caulking
350 358, 359
34
tree
Mower ktvc’n Mowing brush Muck car tunnel Mud jaimp
354 358, 359
ceiling
406
station cabinet
.
14
394
425
408
.
booth casework
358
convection
projector
.
389
joist
cabinet
speaker
stnicture
bar
587
408
walk
balustrade
564
662
637
839
Painting.
557
400, 406
354
637
587
lens
&
pavement marking
354
call light
call
stair
casework
358. 359
system
409
651
43
lighting
fountain
shaib
exterior
railing
375
38
353
ceiling interior ....
.steel rail
423
Moving building ramp ramps and walks
45
697
column rail
44
699, 700
l6
office pirtition
Nurse
rail
357
351
78
473
192
pirtition
Operating room equipment
474
fire
frame
357
miscellaneous
210
hose
270
Opening framing
357
wood
435
Nozzle dispersion
Moulded door Mounted booth Mounting board plywood
433
pipe
260, 277, 281, 296
351 351
swimming pool
444
temporary road
637
tennis court
638
miming
494
thennopla.stic
637
Package chute
468
trellis-lattice
350
397
trim
357
trap
receiver
893
tniss
3^8
bumper
plastic
636
Patterned glass
308
PIB roof
351,359
laumper
wood
637
Paumelle hinge
302
Picket railing
156
394
Ptivement
634
Pickup tmek
698 692
•
will
equipment
243
window Pailadian window
355
collection
291
control
asphalt
638
Pick-up vacuum
385
equipment equipment
394
Pallet rack
394
asphaltic
632
Piemre
246
garage public
455
bemi
75
gate
394
breaker
695
15-^
gate
equipment
394
bucket
699
80
LED
lighting
580
demolition
.
.
.
Pan sliower slab suiir
metal
tread concrete
Panel acoustical
and device alami
635
»
29
window window aluminum window steel sash window vinyl
288 sash
286 287 294
Pier brick
101
376
lot pttving
632
emulsion
630
Pigment mortar
591
marking pivement
637
marking
636
Pilaster metil toilet
637
marking painted
637
plastic-laminate toilet
371
394
ptiinting
637
toilet ptirtition
373
336
parking marking
637
wood column
336
planer
700
385
profiler
700
boot
625
191
replacement
632
bored
626
core door
267
sealer
638
cap
77
bead
207
slate
114
cap concrete placement
79
374, 376
widener
699
cap fomiwork
375, 376
Paver asphalt
697
cutoff
painting
brick wall
Ill
stall
d(x>r
270
ticket
facing
115
equipment
Parquet floor
97
component
.
.
370
212
347
wood
fiberglass refrigeration
446
Part bin
fire
591
Particle
FRP
345
insulated
229
Pariing
luminous
332
Partition
masonry'
Ill
acotrstical
237
anchor
bituminous
697
driven
624
370
block
108
cold mix
699
driving
802
mineral fiberboard
347
blueboard
317
concrete
697
driving mobilization
595
OSB
188
bulletproof
397
floor
335
encasement
625
plastic-laminate toilet
371
concrete block
108
highway
635
foundation
portable
376
demolition
315
roof
254
friction
625, 628
623,624
fiberglass
23, 235,
meuil facing metal
toilet
component
faced
board underlayment ....
98
H
634
hantmer
693
Paving asphaltic concrete
632
high strength
621
athletic
638
leads
693
376
block granite
635
lightw'eight
621
shoulder
door
375
tile
sandwich
235
diywall
317
shearv\all
188
folding accordion
376
sound
457
folding leaf
347
framing load bearing stud ....
326
framing
309
sound absorbing sound dampening gv’psum spandrel
.
.
.
145
brick
634
load
318
ptirking lot
632
mobilization
gypsum
375
surface treatment concrete ....
633
pipe
647
point
NLB
234
hospitel
374
Pea gntvel
.stmctural
188
mesh
374
stone
.staictural iasulated
188
mowtble
,s)-stem
209
vision wall
.steel
roofing
wood
folding
w'oven wire Panelboard w/circuit breaker
Paneled door
51
sod splice
type lavatoiy
501
steel
type seating
435
.steel
Pedestrian bridge
644
step tapered
396
testing
594
300
timber
625
208
treated
625
631
wood wood
625
116
office
375
423
operable
377
374
pla.ster
316
570
porttble
37"^
446 114,
humus
moss Pedestal floor
traffic
control
373
Peephole
377
Pegboard
265
sliding
271
steel
208
support
127
birch
208
thin pla.ster
317
Penthouse roof louver
board
209
tile
104
Perforated
cedar
209
toilet
32
toilet
pine door Paneling
cutout
demolition
170
wall
hardboard
208
wall
ph^ood
208
wire
redwood
209
wire
wood
375,377
114,369,371,372 stone
NLB mesh
macadam
15
test
aluminum pipe
664
Pin
664
Pine door
183
Panic bar
298
Passage door
298
Passenger elevator
271, 273
fireplace mantel
212
pla.ster
322
floor
336
sprayed
362
molding
202
roof deck
190
Personal respirator
40
shelving
386
12
siding
238
462
Personnel
elevator hydraulic
464
hoLst
sheathing
230
elevators
841
protection
247
Patch core hede
Paperhanging
344
formwork
Paperholder
379 4l6
roof
Patching a.sphalt
594
412, 416
concrete floor
50
tubing
concrete wail
50
tubing
468
lift
Parging cement
222
Park bench
437
Parking barrier
637
Patient care eejuipment
nurse
call
Patio
block
114,
field
701
Pa[)erbacked flashing
Parcel
213
14
230
151
13,
Permit building
Paper building
Parapet metal framing
125
270
doorframe
Perlite insulation
374
powder
224
Perfomiance bond
374 frame
658
800
316
woven wire
594
special cost
Pillow tank
PVC
wood
621 621, 853
Piling sheet
pipe pipe
621
624
sheet
316
232
Parallel bar
664
624 sheet
373
208
Paraffin bath
530
647
332
Panelized shingle
device
Penetration
624, 628
625, 626
ceiling
374
624
344
295
refrigeration
626
646
Peat
shower
625, 626
point heavy duty
pre.stressed
316
569, 570
595
628
646
NLB drywall NLB gypsum
317
hammer
precast
Peastone
office
594
test
648
375
570
electric
628
699
375
229
85
55
594
exposed aggregate
demountable
prefabricated
precast concrete double wall ...
628
Pile
17
15
Petrographic analysis
62
Pew church
220
sanctuary
PEX pipe
.stair
Pipe
&
fitting
’.
.
481, 482, 486-489, 492,
493, 495, 496, 506, 510, 513
15
-.
209
tread
436
acid resistant
510
436
add elevated
478
490
aluminum
416
Phone booth
369
and fittings bedding bedding trench
587
Photoelectric control
567
631
Photography
490 546 ,
fitting
546
66 I, 664
843 609 601
bollard
636
14
brass
242
aerial
14
bumper
486 3"^ 494
barrier precast
636
block concrete
634
constmetion
14
cast iron
bumpe-r
637
door
275
time
14
cleanout
483
416
concrete
66
bumper
894
meuil
636
Patio/deck canopy
387
lap.se
Physician’s .scale
11
Index copper
486
Placing concrete
corrosion resistant
510
reinhrrcment
corrugated
664
comigated metal
Plan remediation
co\ering
^85
Planer pavement
covering fiberglass
485
CPVC
490
double uall
665
drain
607
hollow precast concrete
510, 659, 661
655
ductile iron
Dm’
PVC
489, 659
488
elbow’
44
encapsulation
epoxy
wound
toilet
component
371
Poisoning
soil
810
toilet
door
371
Poke-thru
fitting
282
toilet
headrail
371
Pole aluminum
40, 44
toilet
ptnel
371
athletic
Plain tube framing
661, 664
drainage
817
78.
700
shop
Plastic-laminate-clad countertop
Plank floor
189
Plate
grating
158
electrical light
666
84
roadway’
700
lighting
580
precast concrete nailable
84
shear
172
portable decorative
396
precast concrete roof
84
.steel
131
steel light
580
concrete slab
84
•Stiffener
131
telephone
666
wall switch
574
utility
wood
187
w ood w ood
preca.st
190
rcx)f
19
scaffolding
510
screening
groo\ed-joint
487
insulation
485
grooved-joint
•a88
Dm' ABS
foam core
489
42
insulation removal
iron alloy mechanical joint
Plant
.
.
.
436
Platform checkered plate
594
tennis
415
trailer
698
Poly carbonate glazing
310
Plating zinc
171
Poly ester floor
342
bench Playfield equipment Play ground equipment modular
438
Polyethylene backer rod
437
protective surfacing
638
pipe
343 665
632
.slide
414
pool cover
444
368
surface
septic tank
660
316
vvhirler
338 414 347
waterproofing
no hub
494
Plant-mLx asphalt paving
painting
357
Plaque bronze
664
Pla.ster
490
accessory’
321
628
beam
322
ceiling
322
446 322
cutout
PVC
489,656,659
32
demolition
314, 315
Plenum
barrier
414, 640
Polymer trench drain Polyolefin roofing thermoplastic
acrylic
310
PoK'propylene pipe
mirror
310
shower
695
siding
239
571
vaKe
482
Plow
vibrator
Plug in bus-duct
aluminum
155
drilling
318
in circuit
galvanized
155
gauging
322
in
rail stainle.ss
156
ground
188
rail
steel
155
gypsum
322
rail
wall
breaker
572 572
sw itch
wall
99
Plugmold raceway’ Plumbing
573
492
156
mixer
railing
155
painting
358, 359
reinforced concrete
661
partition
316
demolition
relav’
607
partition thin
317
fixture
perlite
322
fixture
479
soffit
322
laboratory’
479
thinccrat
324
Ply’w’cxtd
831
venetiah
323
clip
172
30
removal metal
removal plastic
sewage
659, 66
appliance
498, 499
479
496, 500, 508, 520, 659, 843
removal
479 410
sewage collection PVC
659
vermiculite
322
demolition
shock absorber
493
wall
322
fence
324
floor
angle valve
481
formwork
vah e
481
fomiw’ork steel framed
single
hub
sleeve
pla.stic
494
Plasterboard
222, 223
310
rail
697
22
tarpaulin
315
demolition Plexiglass
rail
removal
654 647
651
510
64
coating
floor
Planting
proxy’lene
414
341
terrazzo
film
661
510
Player
341
414
metal
polypropylene
82
694
concrete
cement column
818
Polyacry late floor
437
665
666
411
Iwnch
polyethylene
Polished concrete
tele.scoping
436
489, 490
159
648
437
pile
666 electrical utility
Polishing concrete
interior
plastic
666
395
fiberglass
PEX
537
580,
lifter
510
aluminum
.
647
654
perforated
exchanger
Plate-type heat
436, 437
Planter
checkered
651
liner
...
206
arm
159
665
fitting
cross
300
glass
510
retardant
fire
closet
580 414
push-pull
gas
510
371
428
557
light
666 666
and bulb transplanting .... and planter bed preparation ground cov'er mixed bituminous concrete
fiberglass
toilet pilaster
410
6l9
6l
Plastic
soil
494
ball
stainless steel
489
bench
384
joist
314, 315
24 190 52.
49'^ .
243 510 502
214
Polystyrene blind
332, 446
ceiling ceiling panel
332 224, 226, 446
insulation
PoN’sulfide caulking
257
PoK^rethane caulking
25^ 341, 342
floor
362
varnish Poly’vinyl chloride
(PVC)
38 207, 240
soffit
22
tarpaulin
Potyvinyl-chloride roof
243
Pool accessory
444 444
cover cover polyethylene
444
swimming
509
54
filtration
58
heater electric
534
sw imming
443
193
faced hardboard
208
mounting board
192
Porcelain
subdrainage
664
fireprcxrfing
254
paneling
208
Porch framing
184
support framing
131
glazing
310
sheathing roof
192
Portable air compressor
695
486, 661
steel
&
wall
tile
329
tee
488
grille
529
sheK’ing
386
water
655
laminate door
267
sidewalk
24
weld joint wrapping
487
lead
458
siding
238
building
654
locker
384
sign
368
cabinet
404
340
soffit
207
chalkboard
366
636
subfloor
190
eye wash
508
underkiyment
191
fire
515
floor
Piping designations
855
matrix terrazzo
665
parking
gasoline
665
pipe
insulation
485
pipe removal
479
railing
2l6
nailer
66
screw anchor
122
tube
Piping gas service polyethylene
specialtv’
H\'AC
storm drainage
.
518, 520
bumper
489, 490
602
sheet flashing
247
leaching
660
sign
368
scale
390 607
skylight
295
Pit
excavation
sump
28
test
toilet
compartment
372
toilet pirtition
372
Pneumatic control system
337
390
door frame
214
.stage
411
pitch
253 626
Point heavy duty’ pile
moil
481
pile
253
window
292
Pointing
371
382
396
497
comp.
.
post
vahe Plastic-laminate toilet
." .
scale
trench drain
287
extinguisher
296
door
241
window
17
469
tube system Pcrcket
630
Pivoted
456
376 37“
emulsion pocket
699
Ixxith
partition
397
Pitch coal tar tar
696, 697
asphalt plant
696 625, 626
CMU
ma.sonry
panel
Portland cement
51
cement terrazzo Positiv e pres.sure chimney
339 532
Post athletic
415
94
cap
1“2
94
cedar
213
895
'S'
Index concrete
•
demolition
672
floor
336
168
hardboard paneling
208
Pump
520. 659
centrifugal
. .
699
tlri\er
639 162, 580
fence
lamp pedestrian
tralfic
control
portable recreational
shore
shelving
Prefonned roof pinel
&
roofing
siding
396
Pre-hung door
396 414
Prejiaration exterior surface
6l
697
^
386
circulating
520
234
concrete
692
234
condensate
521
condensate removal
521
conden.sate return
521
272, 273
347
chip
51
flooring
342
Quoin
113
R Raceway'
557, 559, 560
interior surface
349
contractor
607
bed
647
diaphragm
697
conduit
556
fire
475
plugmold
573
475
surface
573
...»
509
wiremold
utility
493
plant
sign
369
Presser laundry
tennis court
638
Pressure grouting cement
399 622
Postil specialty
384
reducing valve water
481
fountain
Postfoniied countertop
428
regulator
491
general
Post-tensioned concrete
820
regulator steam
491
grinder system
496
coat
relief valve
481
grout
698
hat
385
498
switch switchboard
569
heat
543
hose
473
498
valve relief
481
in-line centrifugal
520
410
wash washer
348
jack
697
mud
692
washing metal
120
operator
607
383
sewage
496
Radiant floor heating
820
shallow well
659
Radiation
tube
545
624
shotcrete
692
Radiator cast iron
545
slab
on grade
74
PoUible water softener
water treatment Potters
wheel
Poured gypsum underlayment
Powder actuated
...
charge pin
Power equipment
mu Idler temporan,’
125
Pressurized
125
Prestressed concrete
wiring Preblast survey
beam
concrete pile
694
pile
819
concrete
preca.st
574
Preventer backflow
603
Prices
bridge
644 664 85
beam
624, 628
Prestressing steel
catch basin
concrete
extinguisher ....
692
85
column
fire
800 16
trowel
Precast
88 125
tool
73
lumber products
Prime coat Primer asphalt
Prison cell
631
concrete column
85
equipment
279
concrete
joist
85
fence
641
concrete
lintel
87
hinge
302
concrete nailable plank
84
toilet
397
Process
air
handling fan
dewater Purlin roof steel
Push button lock
87
sill
Projected window'
821
window
coping
117
window'
curb
635
aluminum
steel
steel sash
Projection screen
median
672
Projector
members
819
Propeller exhaust tan
parking barrier
636
pile
624
movie
unit heater
Propeity line survey
receptor
373
Protected
septic tank
660
Protection
tee
85
membrane comer
.
.
.
155
666
PVC
223
guide
672
blind
422
guide/guard
672
cleanout
^84
map
366
559
ornamental aluminum
163
99 217
ornamental glass
163
ornamental
217
ornamental wrought iron
adhesive
control joint
13
comerboard door casing
stainless steel
flashing
247
trolley
378
frieze
217
wall pipe
156
287 365, 408
408
gravel stop
248
527
molding exterior
217
545
pipe
28
489, 656, 659
pipe perforated
156
pipe
155
25
619 23, 52
41
510
Prefabricated building
450
P&T
481
455
PTAC
380
Public address system
Ill
Pull
Prefabricated panel
w(xxJ
stair
Prefinished dcxir drv'wall
896
,
,
.
156
163
picket
296
.
170
industrial
243
Proxylene pipe
Pre-feibricated masonry' panel
demolition
664 217
Protector door
unit
419
roof
532
station
church
rake
840
Hreplace
l63
Railing cable
244
steel buildings
comfort
155
377
Prefab metal flue
relief valve
pipe
ornamental
.soffit
w'orker
156
pipe
217
304
winter
163
656
stile
44
163
steel
fitting
821
452
.
fa.scia
^'all
demo
.
395
287
siding
steel building
1
378 shelter
286
sheet
Pre-engineered steel building ...
in slab
14
382
termite
155
678
galvanized pipe
619
temporary
aluminum pipe
347
slope
86
Rail
185, 186
Puttying
fire
86
wood
403
340
wall panel insulated
186
tie
dock
terrazzo
wall panel
151
crash
24
conrete
metal bridging
20
conduit
concrete window'
151
134
343
700
overhead
metal bracing
Putting surface
Profiler
sign
151
189
I6
85
Project
framing metal
300
106
86
168
607
Push-pull plate
835
86
185
demolition
Putlog scaffold
Profile block
tilt-up
equipment anchor
82
Productivity glazing
concrete wall panel
16
test
525
85
concrete wall
667
tow'er
crane
85
Progress schedule
459
607
300
Product
634
Radio frequency shielding
composite
655
joint
85
concrete unit ptwing slab
515
....
79
298
plate
Push-on
Produce case
ptvement
519
thennostat control system
172
84
concrete tee
supply control
Rafter
concrete
concrete tee
fin
57
546
701
concrete
Proctor completion
concrete tee
193
fomiwork
wall
wellpoint
84
pi[t)ing
Radial arch
418
concrete slab plank
beam beam double beam quad beam single
448
Radiology'
Processing concrete
concrete tee
385
tyillet
Racquetball court
659
84
stair
385, 425
water supply well
concrete roof plank
test
414
Radiography
Pumping
279
573
Rack bicycle
697
457
door
634
698
Pumped
84
402, 497
520, 659.
362
concrete channel slab
801
498, 659, 697
sump water
434
18,
submersible
trash
cot
ejector
.staging
831
84
concrete plantable piver
18
492
220, 338
.steel
jockey
fire
223.343 238 217
trim
217
underground duct
667
Railroad
valve
481
.
62
waterstop
216
plastic
wood wood
206 209,211 ,
.stair
210
balla.st
670
bumper concrete
670 670
tie
670
derail
670
maintenance
Q
542
beam
siding
673 855
tie
631 650
.
.
630
586
Quad
557
Quaity
229
box box electrical
557
drilling
602
timber
209
door
426
tile
track accessory
670
267
plate
300
Quarter round molding
330 207
track heavy
670
419
Quartz
64
325
Pulpit church
precast concrete tee drill
.
85
696
tie
step
timlxT switch
' track
tie
670 670
tie
rail
maintenance
670
..
.
.....
Index 670
....
track material track remowil
30
equipment
445
driveway
floor
446
fixture
turnout
....
673
insulation
446
floor
wheel stop manhole
....
670
mortuary
418
guide
....
663
panel fiberglass
446
hydrant
manhole frame
....
663
pirtition
446
insulation
Raise
rail
.
.
.
.
527
31
cap wash bowl washer
29
water heater
29
water heater electric
29
479
wall
42, 221
w'iring
479
Resilient
501
402 402, 499. 566
561, 565
base
Raised floor
.
...
344
reach-in
403
lavatory
Rake PVC
....
217
residential
401
masonrv'
....
694
walk-in
446
ptiint
45
....
693
Refrigerator
277
pipe
30
Resistince corrosion
....
344
Refuse chute
468
pipe insulation
42
Respirator
hopper
468
plumbing
529
railroad track
tractor
Rammer/timper Ramp approach
76
handicap
moving
467
cash
398
refrigerant
512
....
336
return
529
shingle
221
....
400
steel
529
sidewalk
401
wall
529
564, 574
Reglet
22 floor
Range cooking
hood
.
.
406
....
413, 414
shooting
cement
Ratio water
15
Razor wire
.
Reach-in refrigeration
Reading table
Ready
.
.
recepUicle restaurant
.
.
641
.
435
plastic panel fiberglass
.
.
device dryer
duplex
PVC
.
.
.
Restaurant furniture
97
251
sod
647
mortir
97
251
steel
491
stone
491
stump
661
tink
661
tree
345
urinal
pipe
30
window
30
Retuning wall
596 39 .
.
.
595, 596
479
45
wall cast concrete
58
643 644
811
water fountain
479
wall timber
water heater
479
water softener
479
window-
260
810
....
564
accessory
68
....
563
bar chair
69
564
bar splicing
70
Removal/salvage material
574
bar
68
Remove
.
.
.
tie
120
bolt
....
563
beam
^1
....
564
chair subgrade
69
Rendering
564, 574
coating
72
Renovation tread cover
564
column
Rental
Replacement
telephone
....
television
.
.
564
concrete
71 "1
trash
....
437
dowel
72
waste
....
379
elevated slab
71
weatheq^roof
....
563
epoxy coated
72
....
373
footing
71
.
.
35
120
nut
10 .
equipment
Repellent water
643
wall segmentil
welded wire Reinforcing
.
formwork
wall
379, 430
430
.
77,644 642
wall concrete segmentil
wall stone
.
314
ma.sonry
wall stone
.
.
479
42
.
.
433
.
sink
479
.
.
406
gvpsum
water closet
.
.
range
vat
.
232
....
Restoration
locking
shower
40
Resquared shingle
243
.
654
.
41
810
roof
.
personal
Reinforcement
.
range
338 638
ptivement
30
GFI
Receptor precast
30
337
floor
68
78,817
.
conditioner
steam pressure Reinforced concrete pipe
...
.
air
Regulator pressure
culvert
Receiver ash
Receptacle
galvanized steel
403
Rebar accessory
trash
aluminum
.... .
niLx concrete
Register air supply
479
fixture
....
temporary
Ranch plank
door
30,96
498
.
gabion
.
644
.
643 78
Retirder concrete
230
vapor Retractible lateral
Return
arm
tivvning
Revolving darkroom
.
.
.
386
455
door
278, 28^, 449
160
door darkroom
692
entrance door
Rewind
.
447
.
dome
359
.
529
regi.ster
2~8 283
409
tible
220
Rib lath
320
632
Ribbed siding
236
Resaturant roof
220
waterstop
Residential alann
565
joint .sealant
pcaement
400,565
62
Ridge board
186
cap
231. 234
galvanized
72
appliance
terrazzo
....
373
girder
71
application
561
flashing
453
Recessed mat
....
431
glass fiber rod
72
bathtub
502
roll
235
....
538
high chair
68
clo.set
265
shingle slate
231
Recirculating chemical toilet
....
686
joint
99
device
561
vent
252
Recorder videotape
....
591
masonry
99
dishwasher
401
373, 502, 504
Reciprocating water chiller
.
.
Recore cylinder
298, 300
metric
809
door
...
door
213, 265, 270
Rig
.
.
.
.
28
drill
Rigid anchor
98
418
slab
71
door
564
conduit
414
sorting
71
dryer
402
in slab
....
528
spiral
71
elevator
463
insulation
224
....
521
Steel
fan
565
joint sealant
258
....
573
steel fiber
74
fixture
564
....
214
synthetic fiber
74
folding
....
431
testing
15
....
308
tie w'ire
bark mulch
....
647
^
....
387
Relay pipe
607
gutting
louver
....
312
Release door
587
heat
paneling
....
209
Relief valve
481
siding
....
237
valve self-closing
wine
cellar
....
404
Refinish floor
....
336
Reflective block
....
110
Relining sewer
glass
....
....
309 227
Remediation plan
insulation
painting
....
637
Remote power puck
sign
....
369
Removal
Reflectorized barrels
....
696
asbestos
Refrigerant removal
.
.
512
bathtub
Refrigerated case
Recovery heat
.
.
.
.
Recreational post Rectttngular diffuser
ductwork Rectifier low-voltage silicon
Recycled plastic lumber
nibber
.
.
.
.
.
tire tile
Reduce heat
Redwood cupola
.
.
transfer glass
.
.
.
.
.
.
.
809, 810
wall
bell
in
trench
.
559
413
Ring boxing
172
376
split
garage
455
toothed
70
gas water heater
499
Ripper anachment
71
greenhou.se
450
Riprap and rock lining
ptirtitiv)n
34
pump
559
.
conduit
Ri.ser
pipe wellpoint
173
699
.
.
.
620 702
566
nibber
3.38
hinge
302
.stiir
340
481
kitchen sink
501
terrazzo
340
valve temperature
481
kaatorv'
wood
210
vent ventilator
531
lighting
564
River stone
654
load center
561
Rivet
P&T
...
plan/ method asbestos
air
conditioner
.
.
.
.
40,
.
44
lock
40
oil-fired
water heater
.
.
.
.
501. 504
stiir
51
125
298
aluminum
125
499
copper
125
567
overhead door
280
stiinless
125
512
refrigeration
401
.steel
125
roof jack
527
sendee
561
42
479
tool
125
631
501
Road base bemi
565
mixer
699
635
....
403
block wall
storage equipment
....
403
boiler
wine
....
404
catch basin
29
sutir
209
-sign
369
....
446
concrete
29
stonn door
261
sweeper
699
bloodbank
....
410
concrete pipe
30
switch
561
commercial
....
403
curb
29
transition
527
cellar
Refrigeration
31
512
sink
smoke
detector
temporary
Roadway LED luminaire
581
897
581
mineral
244
sink raised deck
502
Sandstone
114
700
modified bitumen
242
sink service floor
504
flagging
635
379 602
mop
241
sink service wall
504
nail
171
tub
502
620
panel
aluminum
234
602
[xinel
preformed
234
diffuser
removal
602
patch
220
rail
trencher
695
paver
254
table
256
pav'er
254
mbe
closet
386
PIB
243
curtain
378
polyvinyl-chloride
243
ground shower
556
purlin
189
378
PVC
243
luminaire
^Pn^estio/ukm:
•
sacrifice quality to yield the cheapest
building designers and owners to achieve both. The authors of this book
lkiiffrhq,Speafiii^
show how LCC can work
miCjMtwtijit IVoDimnaif
of projects
926
I
192 pages, softcover |
upgrades to different types of buildings.
they function, including
check if they don't work. It might save you having to call in a to
Catalog no. 67351
for a variety
— from roads to HVAC
Mpboesc i DdriMia,
m
cntSb|ihnlKrt.BUiCVS'
professional.
$22.95
PhD
With energy
with
•
Daniel D. Chiras,
$99.95 I
396 pages, hardcover
Catalog no. 67341 |
Reference Books For
more information
visit
the
RSMeans website
www.rsmeans.com
at
Means Unit
Builder’s Essentials: Plan
Reading
& Material Takeoff
Price
Estimating Methods, 4th Edition
For Residential and Light Commercial Construction
by Wayne
J.
A valuable
Includes cost data and estimating
examples, updated to reflect changes
DelPico
to the
tool for understanding plans
new
and specs, and accurately calculating material quantities. Step-by-step instructions and takeoff procedures full set of
RSMeans
working drawings.
describes the
procedures.
w^lmmaeiik
A new chapter explores
computer estimating 'Jikiti'ttm
cost data.
most productive, universally accepted ways to estimate, and uses checklists and forms to illustrate shortcuts and timesavers. A model estimate demonstrates It
based on a
CSI numbering system and
features of
alternatives.
I
\X'^TieJ.DdPico
$45.00
Catalog no. 67307
Over 420 pages, softcover
I
Over 350 pages,
$75.00 I
|
|
Square Foot & UNIFORMAT Assemblies Estimating Methods, 3rd Edition
Concrete Repair & Maintenance Illustrated by Peter Emmons
Develop
Hundreds users
of illustrations
how
show
effectiveness.
From parking
300 pages,
UNIFORA^T
foot
Estimatinss",,
UNIFORMAT
garages to
and assemblies estimating using
for
comprehensive book describes the causes, effects, and remedies for concrete wear and failure. Invaluable for planning jobs, selecting materials, and training employees, this book is a musthave for concrete specialists, general contractors, facility managers, civil and structural engineers, and architects.
estimates.
Catalog no. 67146 |
$75.00
1
Over 300 pages,
&
II.
An
Catalog no. 67145B
illustrated, softcover |
Light Commercial
Electrical Estimating
Residential
Methods, 3rd Edition
Construction Standards, 3rd Edition
Electrical
Estmtatb^ Methods
Expanded edition includes sample estimates and cost information in keeping with the latest version of the CSI MasterFormat and UNIFORMAT II. Complete coverage of fiber optic and uninterruptible power supply electrical systems, broken down by components, and explained in detail. Includes a new chapter on computerized estimating methods. A practical companion to
RSMeans
Residential
Light Commercial C oNSTRuaiON Stand.ards TbrAll
|jt
(fnf,
AulhanuiIsY ternencK cun«^Inl fmn: -
M])cr Hdlilirn
Cain
Vratle
-
3
essential reference
anyone who performs conceptual
roads and bridges to structural concrete,
illustrated, softcover
and
Assemblies
this
I
realistic square foot
assemblies costs for budgeting and construction funding. The new edition features updated guidance on square
Square Foot &
to analyze, repair, clean,
and maintain concrete structures for optimal performance and cost
$75.00
Catalog no. 67303B
illustrated, softcover
Ocjtoin
Updated by RSMeans and contributing authors This hook provides authoritative requirements and recommendations compiled from leading professional associations, industry publications,
and building code organizations. This all-in-one reference helps establish a
standard for workmanship, quickly resolve disputes, and avoid defect
Electrical Cost Data.
claims.
Updated third edition includes
new
coverage of green building, seismic, hurricane, and mold-resistant
RSMeans
construction.
$75.00 I
Catalog no. 67230B
Over 325 pages, hardcover |
$65.00
I
Over 550 pages,
Catalog no. 67322B
illustrated, softcover |
927
Reference Books ’
For
more
j.-
information
visit
the
RSMeans website
at
www.rsmeans.com
Unit prices according to the latest MasterFormat!
Project Scheduling
Construction Business
Management
& Management
for Construction, 3rd Edition by Nick Ganaway Only 43%
by David
of construction firms stay
in business after four years.
Make
sure
your company thrives with valuable guidance from a pro with 25 years of success as a commercial contractor. Find out what it takes to build all aspects of a business that enjoyable, and enduring.
is
a
Jr.
Project Schedulii^and
A comprehensive yet
Mamgementfor
scheduling and control
Construction fhs&iJhwd
Edition
easy-to-
follow guide to construction project project
management
—from vital
principles through
the latest scheduling, tracking, and controlling techniques.
The author
is
a
leading authority on scheduling, with
profitable,
With
R. Pierce,
bonus
years of field and teaching experience
chapter on retail construction.
David R. Fierce, Jr.
academic institutions. Spend few hours with this book and come away with a solid understanding of this
at leading
a
essential
$55.00
1
200 pages, softcover
Catalog no. 67352
$64.95
|
Over 300 pages,
I
illustrated,
|
Preventive Maintenance for
Segregation Analysis
Multi-Family Housing by John Preventive Maintenanoe
Tlie Practice of
Anal)sis
the practice of cost segregation analysis,
which enables property owners
Multi-^^afmily Housing
to defer
forAmlneni Gomjifunftffs, Gmaimnniunr aiwisfions
taxes and benefit from "accelerated
Maximting Tax Benefits for BuiUlttg AcqutstUm
fr 'ftwH Hmtie Dinviepmftils
cost recovery" through depreciation
and Canstmetiott
lla
With
kmc4i«
and
is
and grounds maintenance
customizable electronic forms. A must-have for anyone involved with multi-family housing maintenance and upkeep.
resources, and updates via a dedicated
anyone involved
features expert guidance, checklists
and a dedicated website featuring
sample cost
building types, key information
for
This complete PM system for apartment and condominium communities
wall chart to track maintenance,
segregation estimates for various
website, this book
Prepared by one of the nation's leading
tasks and their frequencies, a reusable
classified.
a glossary of terms,
Maciha
for buildings
deductions on assets that are properly n>R.uTiiiKfV^
identified
C.
experts on multi-family housing.
This expert guide walks you through
Cost Segregation
topic.
Catalog no. 67247B
hardcover
The Practice of Cost by Bruce A. Desrosiers and Wayne J. DelPico
management
a critical resource in cost segregation
analysis.
$105.00 I
Over 225 pages
Catalog no. 67345
$95.00
|
I
225 pages
Catalog no. 67346 |
Green Building: Project Planning
Job Order Contracting:
&
Expediting Construction Project Delivery
Cost Estimating, 3rd Edition
GREEN
BUILDING Project Planning
;
Job Order Contracting
and construction.
Ekpifdlting ConifIracHoit 5Voje