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Estimating Services Sample Excel Cost Reports
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Simpson Estimating Services Preliminary Budget Cost Report |
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Project Name: Spring Valley Apartments, Albany, NY |
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01/04/2002 |
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| Model Type: Apartment, 1-3 Story, Brick Veneer / Wood Frame |
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| Stories (Ea.): 3 |
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Location: |
Albany, NY |
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| Story Height (L.F.): 10 |
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Data Release: |
01/04/2002 |
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| Floor Area (S.F.): 19000 |
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Wage Rate: |
Open |
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| Basement: Not Included |
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| Costs are derived from a building model with basic components. Scope differences and local market conditions can cause costs to vary significantly. |
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$Cost/ |
$ Total |
% Of |
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Per S.F. |
Cost |
Sub-Total |
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| A Substructure |
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3.9% |
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| A1010 |
Standard Foundations |
0.76 |
14,500.00 |
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| A1030 |
Slab on Grade |
1.59 |
30,300.00 |
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| A2010 |
Basement Excavation |
0.04 |
700.00 |
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| A2020 |
Basement Walls |
1.14 |
21,600.00 |
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| B Shell |
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18.4% |
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| B1010 |
Floor Construction |
2.92 |
55,500.00 |
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| B1020 |
Roof Construction |
1.98 |
37,700.00 |
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| B2010 |
Exterior Walls |
8.21 |
156,000.00 |
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| B2020 |
Exterior Windows |
2.63 |
50,000.00 |
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| B2030 |
Exterior Doors |
0.29 |
5,450.00 |
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| B3010 |
Roof Coverings |
0.68 |
13,000.00 |
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| C Interiors |
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26.3% |
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| C1010 |
Partitions |
5.50 |
104,500.00 |
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| C1020 |
Interior Doors |
5.68 |
108,000.00 |
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| C1030 |
Fittings |
2.19 |
41,700.00 |
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| C2010 |
Stair Construction |
0.61 |
11,500.00 |
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| C3010 |
Wall Finishes |
1.95 |
37,000.00 |
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| C3020 |
Floor Finishes |
4.92 |
93,500.00 |
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| C3030 |
Ceiling Finishes |
3.03 |
57,500.00 |
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| D Services |
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48.5% |
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| D1010 |
Elevators and Lifts |
6.66 |
126,500.00 |
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| D2010 |
Plumbing Fixtures |
9.87 |
187,500.00 |
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| D2020 |
Domestic Water Distribution |
3.24 |
61,500.00 |
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| D2040 |
Rain Water Drainage |
0.30 |
5,650.00 |
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| D3010 |
Energy Supply |
5.29 |
100,500.00 |
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| D3030 |
Cooling Generating Systems |
7.39 |
140,500.00 |
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| D4010 |
Sprinklers |
2.09 |
39,800.00 |
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| D5010 |
Electrical Service/Distribution |
2.34 |
44,400.00 |
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| D5020 |
Lighting and Branch Wiring |
5.66 |
107,500.00 |
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| D5030 |
Communications and Security |
1.09 |
20,700.00 |
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| D5090 |
Other Electrical Systems |
0.16 |
3,125.00 |
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| E Equipment & Furnishings |
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2.9% |
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| E1090 |
Other Equipment |
2.61 |
49,500.00 |
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90.82 |
1,725,625.00 |
100% |
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GENERAL CONDITIONS (Overhead & Profit) |
0.00 |
0.00 |
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ARCHITECTURAL FEES |
7.26 |
138,000.00 |
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USER FEES |
0.00 |
0.00 |
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TOTAL BUILDING COST |
98.09 |
1,863,625.00 |
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Line item cost report by CSI Divisions of a Day Care Center in Delaware
| Daycare Center, Anywhere, Delaware for XYZ General Contractors, Anytown, DE |
| Qty |
CSI Number |
Description |
Crew |
Output |
Labor Hours |
Unit |
Bare Mat. |
Bare Labor |
Bare Equip. |
Total |
Total Incl. O&P |
| Division 2 |
Site Work |
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| 109.000 |
02 060 150 0300 |
Aggregate, crushed stone, 1.40 tons per C.Y., 1-1/2", spread with 200 H.P. dozer, includes load at pit and haul, 2 miles round trip, excludes compaction |
B15 |
600 |
0.047 |
C.Y. |
3,488.00 |
142.79 |
445.81 |
4,076.60 |
4,523.50 |
| 180.000 |
02 315 610 0062 |
Excavating, trench or continuous footing, common earth, 3/4 C.Y. excavator, 1' to 4' deep, excludes sheeting or dewatering |
B12F |
270 |
0.059 |
B.C.Y. |
0.00 |
316.80 |
412.20 |
729.00 |
981.00 |
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Division 2 Subtotal |
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3,488.00 |
459.59 |
858.01 |
4,805.60 |
5,504.50 |
| Division 3 |
Concrete |
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| 396.000 |
03 150 250 2000 |
Expansion joint, premolded, bituminous fiber, 1/2" x 4" |
1 Carp |
375 |
0.021 |
L.F. |
166.32 |
269.28 |
0.00 |
435.60 |
641.52 |
| 30.000 |
03 310 240 3940 |
Structural concrete, in place, continuous strip footing, 24" x 12", reinforced, includes forms(4 uses), and finishing |
C14C |
48 |
2.333 |
C.Y. |
4,470.00 |
1,800.00 |
15.90 |
6,285.90 |
8,010.00 |
| 102.000 |
03 310 240 4650 |
Structural concrete, in place, slab on grade, 4" thick, includes forms(4 uses) and reinforcing steel |
C14E |
60.75 |
1.449 |
C.Y. |
13,668.00 |
3,876.00 |
42.84 |
17,586.84 |
21,726.00 |
| 7,809.000 |
03 350 300 0250 |
Concrete finishing, floors, monolithic, machine trowel finish |
1 Cefi |
550 |
0.015 |
S.F. |
0.00 |
2,967.42 |
0.00 |
2,967.42 |
4,763.49 |
| 868.000 |
03 350 325 0120 |
Control joint, concrete floor slab, sawcut in green concrete, 1" depth |
C27 |
2,000 |
0.008 |
L.F. |
86.80 |
182.28 |
60.76 |
329.84 |
460.04 |
| 868.000 |
03 350 325 0200 |
Control joint, clean out control joint of debris |
C28 |
6,000 |
0.001 |
L.F. |
0.00 |
34.72 |
0.00 |
34.72 |
52.08 |
| 868.000 |
03 350 325 0320 |
Control joint, backer rod, polyethylene, 1/4" diameter |
1 Cefi |
460 |
0.017 |
L.F. |
34.72 |
390.60 |
0.00 |
425.32 |
668.36 |
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Division 3 Subtotal |
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18,425.84 |
9,520.30 |
119.50 |
28,065.64 |
36,321.49 |
| Division 4 |
Masonry |
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| 0.165 |
04 810 100 0500 |
brick, cap course on block wainscot T.L. lots, 4.50/S.F., 4" x 2-2/3" x 8", includes 3% brick and 25% mortar waste, excludes scaffolding, grout and reinforcing |
D8 |
1.3 |
30.769 |
M |
109.73 |
133.65 |
0.00 |
243.38 |
342.38 |
| 1,056.000 |
04 810 182 6100 |
Split face or scored split face concrete masonry unit (CMU), 2000 psi, 4" x 8" x 16", excludes scaffolding, grout and reinforcing |
D8 |
350 |
0.114 |
S.F. |
3,104.64 |
3,168.00 |
0.00 |
6,272.64 |
8,712.00 |
| 267.000 |
04 810 186 1150 |
Concrete masonry unit (CMU), foundation wall, trowel cut joints, normal weight, hollow, 2000 psi, 8" x 8" x 16", includes mortar and horizontal joint reinforcing every other course, excludes scaffolding, grout and vertical reinforcing |
D8 |
415 |
0.096 |
S.F. |
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