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Estimate of Materials and Cost of Construction
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Date:SummaryAmount
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Project:Subtotal $ -
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Project Location:
Profit/Overhead
 $ -
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Total $ -
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Summary
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LABOR COSTMATERIAL COSTTRADE COST
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DIV-01GENERAL $ - $ - $ -
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DIV-02SELECTIVE REMOVALS AND DEMOLITIONS $ - $ - $ -
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DIV-03CONCRETE $ - $ - $ -
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DIV-04UNIT MASONRY $ - $ - $ -
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DIV-05METALS $ - $ - $ -
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DIV-06WOOD, PLASTICS & COMPOSITES $ - $ - $ -
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DIV-08OPENINGS $ - $ - $ -
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DIV-09FINISHES $ - $ - $ -
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DIV-12FURNISHINGS $ - $ - $ -
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DIV-14CONVEYING EQUIPMENT $ - $ - $ -
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DIV-21FIRE SUPPRESSION $ - $ - $ -
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DIV-22PLUMBING $ - $ - $ -
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DIV-23(HVAC) HEATING VENTILATING & AIR CONDITIONING $ - $ - $ -
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DIV-26ELECTRICAL $ - $ - $ -
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DIV-31EARTHWORK $ - $ - $ -
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DIV-32EXTERIOR IMPROVEMENTS $ - $ - $ -
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 $ - $ - $ -
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INSURANCE0% $ - $ - $ -
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OVERHEAD AND PROFIT20% $ - $ - $ -
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TOTAL BASE BID $ -
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Detailed Estimate
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ITEM #REF. SHEETDETAILCSI SECTDESCRIPTIONQTY.WASTAGEQTY WITH
WASTAGE		UNITUNIT LABOR COSTTOTAL LABOR COSTUNIT MATERIAL COSTTOTAL MATERIAL COSTUNIT ITEM COSTTOTAL ITEM COSTTRADE COST
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DIV-01GENERAL $ - $ - $ -
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1Permit 1 0% 1 LS $ - $ - $ - $ -
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2Supervision 1 0% 1 LS $ - $ - $ - $ -
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3Final Cleanup 1 0% 1 LS $ - $ - $ - $ -
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4Mobilization Cost 1 0% 1 LS $ - $ - $ - $ -
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5Project Overheads 1 0% 1 LS $ - $ - $ - $ -
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6Bonds 1 0% 1 LS $ - $ - $ - $ -
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7Fees (Architect & Engineer) 1 0% 1 LS $ - $ - $ - $ -
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8Temporary Control & Facilities 1 0% 1 LS $ - $ - $ - $ -
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DIV-02SELECTIVE REMOVALS AND DEMOLITIONS $ - $ - $ -
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9Cleaning, grubbing and removals from site
Note: VIF the exact scope		 1 0% 1 LS $ - $ - $ - $ -
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DIV-03CONCRETE $ - $ - $ -
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CONCRETE SLAB
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10S.220 , S.221 , S.222(5" thk.) Concrete slab reinf. w/ #3 @ 15" O.C. (Each way, top only)
(24480 sf)		 378 5% 397 CY $ - $ - $ - $ -
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11#3 @ 15" O.C. (41126 LF) 15,422 0% 15,422 LBS $ - $ - $ - $ -
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12Compacted Fill 24,480 5% 25,704 SF $ - $ - $ - $ -
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EXTERIOR GRADE BEAM 1/S.304
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13S.220 , S.221 , S.2221/S.304(1'x2'6") Reinf. Concrete beam reinf. w/ 2- # 6 top and botton bars and #3 stirrups @ 12" O.C. (105 LF) 10 5% 10 CY $ - $ - $ - $ -
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14#6 bars (441 LF) 662 0% 662 LBS $ - $ - $ - $ -
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15#3 stirrups @ 12" O.C. (720 LF) 270 0% 270 LBS $ - $ - $ - $ -
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16#4 Dowels @ 24" O.C (182 LF) 122 0% 122 LBS $ - $ - $ - $ -
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17Thickened slab portion 3 5% 3 CY $ - $ - $ - $ -
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INTERIOR GRADE BEAM 2/S.304
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18S.220 , S.221 , S.2222/S.304(1'x2'6") Reinf. Concrete beam reinf. w/ 2- # 6 top and botton bars and #3 stirrups @ 12" O.C. (774 LF) 69 5% 72 CY $ - $ - $ - $ -
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19#6 bars (3125 LF) 4,693 0% 4,693 LBS $ - $ - $ - $ -
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20#3 stirrups @ 12" O.C. (5101 LF) 1,913 0% 1,913 LBS $ - $ - $ - $ -
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21#4 Dowels @ 24" O.C (1289 LF) 861 0% 861 LBS $ - $ - $ - $ -
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22Thickened slab portion 26 5% 27 CY $ - $ - $ - $ -
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EXTERIOR GRADE BEAM 4/S.304
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23S.220 , S.221 , S.2224/S.304(1'x2'6") Reinf. Concrete beam reinf. w/ 2- # 6 top and botton bars and #3 stirrups @ 12" O.C. (137 LF) 13 5% 13 CY $ - $ - $ - $ -
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24#6 bars (575 LF) 864 0% 864 LBS $ - $ - $ - $ -
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25#3 stirrups @ 12" O.C. (939 LF) 352 0% 352 LBS $ - $ - $ - $ -
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26#4 Dowels @ 24" O.C (237 LF) 159 0% 159 LBS $ - $ - $ - $ -
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27Thickened slab portion 3 5% 3 CY $ - $ - $ - $ -
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INTERIOR GRADE BEAM 5/S.304
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28S.220 , S.221 , S.2225/S.304(1'x2'6") Reinf. Concrete beam reinf. w/ 2- # 6 top and botton bars and #3 stirrups @ 12" O.C. (221 LF) 31 5% 32 CY $ - $ - $ - $ -
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29#6 bars (1856 LF) 2,788 0% 2,788 LBS $ - $ - $ - $ -
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30#3 stirrups @ 12" O.C. (1743 LF) 654 0% 654 LBS $ - $ - $ - $ -
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31#4 Dowels @ 24" O.C (371 LF) 248 0% 248 LBS $ - $ - $ - $ -
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32Thickened slab portion 10 5% 11 CY $ - $ - $ - $ -
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EXTERIOR GRADE BEAM 1/S.303 , 12/S.303 , 15/S.303
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33S.220 , S.221 , S.2221/S.303 , 12/S.303 ,
15/S.303		(1'2"x2'6") Reinf. Concrete beam reinf. w/ 3- # 7 top and botton bars and #3 stirrups @ 12" O.C. (741 LF) 80 5% 84 CY $ - $ - $ - $ -
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34#7 bars (4668 LF) 9,523 0% 9,523 LBS $ - $ - $ - $ -
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35#3 stirrups @ 12" O.C. (5081 LF) 1,905 0% 1,905 LBS $ - $ - $ - $ -
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36#4 Dowels @ 24" O.C (1284 LF) 858 0% 858 LBS $ - $ - $ - $ -
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37Thickened slab portion 24 5% 25 CY $ - $ - $ - $ -
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EXTERIOR GRADE BEAM 2/S.303
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38S.220 , S.221 , S.2222/S.303(1'2"x2'6") Reinf. Concrete beam reinf. w/ 3- # 7 top and botton bars and #3 stirrups @ 12" O.C. (42 LF) 5 5% 5 CY $ - $ - $ - $ -
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39#7 bars (265 LF) 540 0% 540 LBS $ - $ - $ - $ -
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40#3 stirrups @ 12" O.C. (288 LF) 108 0% 108 LBS $ - $ - $ - $ -
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41#4 Dowels @ 24" O.C (73 LF) 49 0% 49 LBS $ - $ - $ - $ -
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42Thickened slab portion 2 5% 2 CY $ - $ - $ - $ -
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Note : Please verify presence of reinforcement.
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