final project estimating
TRANSCRIPT
Nick Eilerman Lab 4:10 CSM 3450 12/6/2012 NE
Tom Tolbert TT
Ron Rhodes RR
Mike Williams MW
ITEM/TASK RS MEANS QUANTITY UNIT MATERIAL $ LABOR $ EQUIPMENT $ TOTAL $ EXT $
Concrete Footing 03 31 05.70 1950 33.5 CY $14.65 $0.46 $15.11 $30.22 $1,012.37
Concrete Slab 03 31 05.70 4300 123 CY $16.00 $0.50 $16.50 $33.00 $4,059.00
Welded Wire Fabric 03 22 05.50 0300 63 CSF $24.00 $27.00 $0.00 $51.00 $3,213.00
# 5 Rebar 03 21 10.60 0500 1.33 Ton $930.00 $750.00 $0.00 $1,680.00 $2,234.40
#4 Rebar 03 21 10.60 0500 0.49922 Ton $930.00 $750.00 $0.00 $1,680.00 $838.69
Rebar Dowels #5 03 21 10.60 2420 113 EA $1.12 $1.81 $0.00 $2.93 $331.09
concrete class c 4" thick 03 31 05.35 0350 12.32 CY $103.00 $0.00 $0.00 $103.00 $1,268.96
concrete placement 4 03 31 05.70 1400 12.32 CY $0.00 $17.25 $5.50 $22.75 $280.28
Total No O/P $7,067.47 $3,566.88 $2,603.45 $13,237.79
Total With Overhead (9.765%) $7,757.61 $3,915.18 $2,857.67 $14,530.46
Total with Overhead and Profit (3% profit) $7,990.34 $4,032.64 $2,943.40 $14,966.37
Total Cost $13,237.79
Percent 3%
Estimate of Maintenance Building
298-3450-2012
Concrete