Assemblies - RSMeans
RSMeans Assemblies Cost Data 2014
RSMeans Assemblies Cost Data ®
Assemblies Cost Data 2014 Catalog #60064 Price: $315.95
Want to improve project planning and budgeting? This easy-to-use guide gives you the building components required to develop accurate assemblieslevel cost estimates, evaluate trade-off costs, and verify unit price estimates. Be prepared to estimate any job with this indispensable cost reference. Compare system costs in the budgetary phase of any project
2014 39th annual edition
Cost data from the most quoted name in construction
Assemblies Cost Data will help you: • Make better-informed decisions • Weigh the options—price and evaluate assemblies alternatives • Check the validity of unit price estimates or subcontractor proposals
• Perform quick square foot cost estimates • Create a conceptual estimate without construction plans
What you’ll find inside: • Thousands of building assembly and component costs—completely updated for 2014 • Square foot costs for nearly 60 standard building types • City Cost Indexes and Location Factors for over 930 U.S. and Canadian locations • Updated reference information and cost-planning guidelines • Estimating forms arranged using UNIFORMAT II project breakdown
Plus: • Get access to free quarterly cost index and key material price updates for a full year!
Your 2014 book includes: • A full sample estimate designed to help you improve estimating accuracy • Easy-to-follow “How RSMeans Assemblies Data Works” pages • A companion website where you can download and customize the sample estimate
Assemblies Cost Data 2014 A10 Foundations A1030 Slab on Grade There are four types of Slab on Grade Systems listed: Non-industrial, Light industrial, Industrial and Heavy industrial. Each type is listed two ways: reinforced and non-reinforced. A Slab on Grade system includes three passes with a grader; 6 of compacted gravel fill; polyethylene vapor barrier; 3500 p.s.i. concrete placed by chute; bituminous fibre expansion joint; all necessary edge forms (4 uses); steel trowel finish; and sprayed-on membrane curing compound.
The Expanded System Listing shows costs on a per square foot basis. Thicknesses of the slabs range from 4 and above. Non-industrial applications are for foot traffic only with negligible abrasion. Light industrial applications are for pneumatic wheels and light abrasion. Industrial applications are for solid rubber wheels and moderate abrasion. Heavy industrial applications are for steel wheels and severe abrasion. All slabs are either shown unreinforced or reinforced with welded wire fabric.
COST PER S.F.
System Components
QUANTITY
SYSTEM A1030 120 2220 SLAB ON GRADE, 4″ THICK, NON INDUSTRIAL, NON REINFORCED Fine grade, 3 passes with grader and roller Gravel under floor slab, 6 deep, compacted Polyethylene vapor barrier, standard, .006 thick Concrete ready mix, regular weight, 3500 psi Place and vibrate concrete for slab on grade, 4 thick, direct chute Expansion joint, premolded bituminous fiber, 1/2 x 6 Edge forms in place for slab on grade to 6 high, 4 uses Cure with sprayed membrane curing compound Finishing floor, monolithic steel trowel
.110 1.000 1.000 .012 .012 .100 .030 1.000 1.000
UNIT
S.Y. S.F. S.F. C.Y. C.Y. L.F. L.F. S.F. S.F.
TOTAL
A1030 120 2220 2240 2260 2280 2300 2320 3340 3360 3380 3400 3420 3440 4460 4480 4500 4520 4540 4560 5580 5600 5620 5640 5660 5680
Slab on grade, 4 thick, non industrial, non reinforced Reinforced Light industrial, non reinforced Reinforced Industrial, non reinforced Reinforced 5 thick, non industrial, non reinforced Reinforced Light industrial, non reinforced Reinforced Heavy industrial, non reinforced Reinforced 6 thick, non industrial, non reinforced Reinforced Light industrial, non reinforced Reinforced Heavy industrial, non reinforced Reinforced 7 thick, non industrial, non reinforced Reinforced Light industrial, non reinforced Reinforced Heavy industrial, non reinforced Reinforced
MAT.
INST.
.46 .04 1.33 .10 .01 .12
2.06
TOTAL
.50 .31 .15 .32 .33 .11 .10 .90 2.72 COST PER S.F.
Plain & Reinforced
RA1030 -200
MAT. 2.06 2.22 2.66 2.82 3.27 3.43 2.40 2.56 3 3.16 4.25 4.35 2.84 3.07 3.46 3.82 4.71 4.94 3.19 3.48 3.82 4.11 5.05 5.30
INST. 2.72 3.09 3.33 3.70 6.95 7.35 2.79 3.16 3.40 3.77 8.30 8.70 2.73 3.22 3.34 4 8.40 8.90 2.82 3.35 3.43 3.96 8.30 8.75
24
Also Available Online and in eBook form!
How RSMeans Assemblies Data Works
Assemblies estimating provides a fast and reasonably accurate way to develop construction costs. An assembly is the grouping of individual .50 work .77 items, with appropriate quantities, to provide a cost for a major construction component in a convenient unit of measure. .19 1.33assemblies estimate is often used during early stages of design An .32 development to compare the cost impact of various design alternatives .43total building cost. on
Assemblies estimates are also used as an efficient tool to verify construction estimates. Assemblies estimates do not require a completed design or detailed drawings. Instead, they are based on the general size of the structure and other known parameters of the project. The degree of accuracy of an assemblies estimate is generally within +/- 15%.
.12 .22 .90
4.78
NARRATIVE FORMAT
C20 Stairs
TOTAL C2010 Stair Construction 4.78 5.31 General Design: See reference section 5.99 for code requirements. Maximum height between landings is 12 ; usual stair angle 6.52 is 20° to 50° with 30° to 35° best. Usual 10.22 relation of riser to treads is: Riser tread = 17.5. 10.78 2x (Riser) tread = 25. 5.19 Riser x tread = 70 or 75. Maximum riser height is 7 for commercial, 5.72 8-1/4 for residential. 6.40 Usual riser height is 6-1/2 to 7-1/4 . 6.93 12.55 13.05 System Components QUANTITY 5.57 6.29 SYSTEM C2010 110 0560 6.80 STAIRS, C.I.P. CONCRETE WITH LANDING, 12 RISERS Concrete in place, free standing stairs not incl. safety treads 48.000 7.82 Concrete in place, free standing stair landing 32.000 13.11 Cast alum nosing insert, abr surface, pre-drilled, 3 wide x 4 long 12.000 Industrial railing, welded, 2 rail 3 -6 high 1-1/2 pipe 18.000 13.84 Wall railing with returns, steel pipe 17.000 6.01 6.83 TOTAL 7.25 8.07 C2010 110 Stairs 13.35 0470 Stairs, C.I.P. concrete, w/o landing, 12 risers, w/o nosing 0480 With nosing 14.05 0550 0560 0570 0580 0590 0600 0610 0620 0630 0640 0660 0680 0700 0710 0720 0740 0760 0780 0790 0800 0820 0840
W/landing, 12 risers, w/o nosing With nosing 16 risers, w/o nosing With nosing 20 risers, w/o nosing With nosing 24 risers, w/o nosing With nosing Steel, grate type w/nosing & rails, 12 risers, w/o landing With landing 16 risers, with landing 20 risers, with landing 24 risers, with landing Concrete fill metal pan & picket rail, 12 risers, w/o landing With landing 16 risers, with landing 20 risers, with landing 24 risers, with landing Cast iron tread & pipe rail, 12 risers, w/o landing With landing 16 risers, with landing 20 risers, with landing
Minimum tread width is 11 for commercial and 9 for residential. For additional information please see reference section. Cost Per Flight: Table below lists the cost per flight for 4 -0 wide stairs. Side walls are not included. Railings are included.
RSMeans assemblies are identified by a unique 12-character identifier. The assemblies are numbered using UNIFORMAT II, ASTM Standard E1557. The first 6 characters represent this system to Level 4. The last 6 characters represent further breakdown by RSMeans in order to arrange items in understandable groups of similar tasks. Line numbers are consistent across all RSMeans publications, so a line number in any RSMeans assemblies data set will always refer to the same work.
COST PER FLIGHT UNIT
L.F. S.F. Ea. L.F. L.F.
MAT.
INST.
TOTAL
285.60 154.56 882 540 289.85
1,941.12 538.56 201.60 217.08 205.02
2,226.72 693.12 1,083.60 757.08 494.87
2,152.01
3,103.38
5,255.39
COST PER FLIGHT RC2010 -100
MAT. 1,125 2,000 1,275 2,150 1,550 2,725 1,825 3,300 2,125 3,875 5,700 7,975 9,875 11,800 13,700 7,375 9,725 12,200 14,600 17,100 7,375 9,725 12,200 14,600
INST. 2,375 2,575 2,900 3,100 3,625 3,900 4,400 4,725 5,125 5,525 1,250 1,675 2,100 2,500 2,925 1,250 1,850 2,250 2,650 3,050 1,250 1,850 2,250 2,650
TOTAL 3,500 4,575 4,175 5,250 5,175 6,625 6,225 8,025 7,250 9,400 6,950 9,650 11,975 14,300 16,625 8,625 11,575 14,450 17,250 20,150 8,625 11,575 14,450 17,250
Information is available in the Reference Section to assist the estimator with estimating procedures, alternate pricing methods, and additional technical information. The Reference Box indicates the exact location of this information in the Reference Section at the back of the book. The “R” stands for “reference,” and the remaining characters are the RSMeans line numbers.
RSMeans assemblies descriptions appear in two formats: narrative and table. Narrative descriptions are shown in a hierarchical structure to make them readable. In order to read a complete description, read up through the indents to the top of the section. Include everything that is above and to the left that is not contradicted by information below.
For supplemental customizable square foot estimating forms, visit: http://www.reedconstructiondata.com/rsmeans/assemblies
xiv
Visit us online: RSMeans offers an extensive line of cost data products in book, eBook, online, and CD format, along with professional development seminars, reference books, market analytics, and more. Visit www.rsmeans.com to learn what RSMeans can do for you!
RSMeans Assemblies Cost Data ®
Assemblies Cost Data 2014 Catalog #60064 Price: $315.95
Want to improve project planning and budgeting? This easy-to-use guide gives you the building components required to develop accurate assemblieslevel cost estimates, evaluate trade-off costs, and verify unit price estimates. Be prepared to estimate any job with this indispensable cost reference. Compare system costs in the budgetary phase of any project
2014 39th annual edition
Cost data from the most quoted name in construction
Assemblies Cost Data will help you: • Make better-informed decisions • Weigh the options—price and evaluate assemblies alternatives • Check the validity of unit price estimates or subcontractor proposals
• Perform quick square foot cost estimates • Create a conceptual estimate without construction plans
What you’ll find inside: • Thousands of building assembly and component costs—completely updated for 2014 • Square foot costs for nearly 60 standard building types • City Cost Indexes and Location Factors for over 930 U.S. and Canadian locations • Updated reference information and cost-planning guidelines • Estimating forms arranged using UNIFORMAT II project breakdown
Plus: • Get access to free quarterly cost index and key material price updates for a full year!
Your 2014 book includes: • A full sample estimate designed to help you improve estimating accuracy • Easy-to-follow “How RSMeans Assemblies Data Works” pages • A companion website where you can download and customize the sample estimate
Assemblies Cost Data 2014 A10 Foundations A1030 Slab on Grade There are four types of Slab on Grade Systems listed: Non-industrial, Light industrial, Industrial and Heavy industrial. Each type is listed two ways: reinforced and non-reinforced. A Slab on Grade system includes three passes with a grader; 6 of compacted gravel fill; polyethylene vapor barrier; 3500 p.s.i. concrete placed by chute; bituminous fibre expansion joint; all necessary edge forms (4 uses); steel trowel finish; and sprayed-on membrane curing compound.
The Expanded System Listing shows costs on a per square foot basis. Thicknesses of the slabs range from 4 and above. Non-industrial applications are for foot traffic only with negligible abrasion. Light industrial applications are for pneumatic wheels and light abrasion. Industrial applications are for solid rubber wheels and moderate abrasion. Heavy industrial applications are for steel wheels and severe abrasion. All slabs are either shown unreinforced or reinforced with welded wire fabric.
COST PER S.F.
System Components
QUANTITY
SYSTEM A1030 120 2220 SLAB ON GRADE, 4″ THICK, NON INDUSTRIAL, NON REINFORCED Fine grade, 3 passes with grader and roller Gravel under floor slab, 6 deep, compacted Polyethylene vapor barrier, standard, .006 thick Concrete ready mix, regular weight, 3500 psi Place and vibrate concrete for slab on grade, 4 thick, direct chute Expansion joint, premolded bituminous fiber, 1/2 x 6 Edge forms in place for slab on grade to 6 high, 4 uses Cure with sprayed membrane curing compound Finishing floor, monolithic steel trowel
.110 1.000 1.000 .012 .012 .100 .030 1.000 1.000
UNIT
S.Y. S.F. S.F. C.Y. C.Y. L.F. L.F. S.F. S.F.
TOTAL
A1030 120 2220 2240 2260 2280 2300 2320 3340 3360 3380 3400 3420 3440 4460 4480 4500 4520 4540 4560 5580 5600 5620 5640 5660 5680
Slab on grade, 4 thick, non industrial, non reinforced Reinforced Light industrial, non reinforced Reinforced Industrial, non reinforced Reinforced 5 thick, non industrial, non reinforced Reinforced Light industrial, non reinforced Reinforced Heavy industrial, non reinforced Reinforced 6 thick, non industrial, non reinforced Reinforced Light industrial, non reinforced Reinforced Heavy industrial, non reinforced Reinforced 7 thick, non industrial, non reinforced Reinforced Light industrial, non reinforced Reinforced Heavy industrial, non reinforced Reinforced
MAT.
INST.
.46 .04 1.33 .10 .01 .12
2.06
TOTAL
.50 .31 .15 .32 .33 .11 .10 .90 2.72 COST PER S.F.
Plain & Reinforced
RA1030 -200
MAT. 2.06 2.22 2.66 2.82 3.27 3.43 2.40 2.56 3 3.16 4.25 4.35 2.84 3.07 3.46 3.82 4.71 4.94 3.19 3.48 3.82 4.11 5.05 5.30
INST. 2.72 3.09 3.33 3.70 6.95 7.35 2.79 3.16 3.40 3.77 8.30 8.70 2.73 3.22 3.34 4 8.40 8.90 2.82 3.35 3.43 3.96 8.30 8.75
24
Also Available Online and in eBook form!
How RSMeans Assemblies Data Works
Assemblies estimating provides a fast and reasonably accurate way to develop construction costs. An assembly is the grouping of individual .50 work .77 items, with appropriate quantities, to provide a cost for a major construction component in a convenient unit of measure. .19 1.33assemblies estimate is often used during early stages of design An .32 development to compare the cost impact of various design alternatives .43total building cost. on
Assemblies estimates are also used as an efficient tool to verify construction estimates. Assemblies estimates do not require a completed design or detailed drawings. Instead, they are based on the general size of the structure and other known parameters of the project. The degree of accuracy of an assemblies estimate is generally within +/- 15%.
.12 .22 .90
4.78
NARRATIVE FORMAT
C20 Stairs
TOTAL C2010 Stair Construction 4.78 5.31 General Design: See reference section 5.99 for code requirements. Maximum height between landings is 12 ; usual stair angle 6.52 is 20° to 50° with 30° to 35° best. Usual 10.22 relation of riser to treads is: Riser tread = 17.5. 10.78 2x (Riser) tread = 25. 5.19 Riser x tread = 70 or 75. Maximum riser height is 7 for commercial, 5.72 8-1/4 for residential. 6.40 Usual riser height is 6-1/2 to 7-1/4 . 6.93 12.55 13.05 System Components QUANTITY 5.57 6.29 SYSTEM C2010 110 0560 6.80 STAIRS, C.I.P. CONCRETE WITH LANDING, 12 RISERS Concrete in place, free standing stairs not incl. safety treads 48.000 7.82 Concrete in place, free standing stair landing 32.000 13.11 Cast alum nosing insert, abr surface, pre-drilled, 3 wide x 4 long 12.000 Industrial railing, welded, 2 rail 3 -6 high 1-1/2 pipe 18.000 13.84 Wall railing with returns, steel pipe 17.000 6.01 6.83 TOTAL 7.25 8.07 C2010 110 Stairs 13.35 0470 Stairs, C.I.P. concrete, w/o landing, 12 risers, w/o nosing 0480 With nosing 14.05 0550 0560 0570 0580 0590 0600 0610 0620 0630 0640 0660 0680 0700 0710 0720 0740 0760 0780 0790 0800 0820 0840
W/landing, 12 risers, w/o nosing With nosing 16 risers, w/o nosing With nosing 20 risers, w/o nosing With nosing 24 risers, w/o nosing With nosing Steel, grate type w/nosing & rails, 12 risers, w/o landing With landing 16 risers, with landing 20 risers, with landing 24 risers, with landing Concrete fill metal pan & picket rail, 12 risers, w/o landing With landing 16 risers, with landing 20 risers, with landing 24 risers, with landing Cast iron tread & pipe rail, 12 risers, w/o landing With landing 16 risers, with landing 20 risers, with landing
Minimum tread width is 11 for commercial and 9 for residential. For additional information please see reference section. Cost Per Flight: Table below lists the cost per flight for 4 -0 wide stairs. Side walls are not included. Railings are included.
RSMeans assemblies are identified by a unique 12-character identifier. The assemblies are numbered using UNIFORMAT II, ASTM Standard E1557. The first 6 characters represent this system to Level 4. The last 6 characters represent further breakdown by RSMeans in order to arrange items in understandable groups of similar tasks. Line numbers are consistent across all RSMeans publications, so a line number in any RSMeans assemblies data set will always refer to the same work.
COST PER FLIGHT UNIT
L.F. S.F. Ea. L.F. L.F.
MAT.
INST.
TOTAL
285.60 154.56 882 540 289.85
1,941.12 538.56 201.60 217.08 205.02
2,226.72 693.12 1,083.60 757.08 494.87
2,152.01
3,103.38
5,255.39
COST PER FLIGHT RC2010 -100
MAT. 1,125 2,000 1,275 2,150 1,550 2,725 1,825 3,300 2,125 3,875 5,700 7,975 9,875 11,800 13,700 7,375 9,725 12,200 14,600 17,100 7,375 9,725 12,200 14,600
INST. 2,375 2,575 2,900 3,100 3,625 3,900 4,400 4,725 5,125 5,525 1,250 1,675 2,100 2,500 2,925 1,250 1,850 2,250 2,650 3,050 1,250 1,850 2,250 2,650
TOTAL 3,500 4,575 4,175 5,250 5,175 6,625 6,225 8,025 7,250 9,400 6,950 9,650 11,975 14,300 16,625 8,625 11,575 14,450 17,250 20,150 8,625 11,575 14,450 17,250
Information is available in the Reference Section to assist the estimator with estimating procedures, alternate pricing methods, and additional technical information. The Reference Box indicates the exact location of this information in the Reference Section at the back of the book. The “R” stands for “reference,” and the remaining characters are the RSMeans line numbers.
RSMeans assemblies descriptions appear in two formats: narrative and table. Narrative descriptions are shown in a hierarchical structure to make them readable. In order to read a complete description, read up through the indents to the top of the section. Include everything that is above and to the left that is not contradicted by information below.
For supplemental customizable square foot estimating forms, visit: http://www.reedconstructiondata.com/rsmeans/assemblies
xiv
Visit us online: RSMeans offers an extensive line of cost data products in book, eBook, online, and CD format, along with professional development seminars, reference books, market analytics, and more. Visit www.rsmeans.com to learn what RSMeans can do for you!
