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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-07THERMAL & MOISTURE PROTECTION $ - $ - $ -
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DIV-08OPENINGS $ - $ - $ -
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DIV-09FINISHES $ - $ - $ -
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DIV-10SPECIALITIES $ - $ - $ -
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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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DEMOLITION
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10CS1REMOVE EXISTING STREET SIGN10% 1 EA $ - $ - $ - $ -
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11REMOVE EXISTING TREE10% 1 EA $ - $ - $ - $ -
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DIV-03CONCRETE $ - $ - $ -
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CONCRETE FOOTING
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12A1.1-A4.312X12X12 FOOTING 0.04 5% 0.04 CY $ - $ - $ - $ -
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3X3 FOOTING 0.33 5% 0.35 CY $ - $ - $ - $ -
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1'DEEP AND 3'-0"W FOOTING WITH #5 @ 12" O.C. EACH WAY BOTTOM 15.67 5% 16.45 CY $ - $ - $ - $ -
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PIER
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1312" DIA CONCRETE PIER 0.09 5% 0.09 CY $ - $ - $ - $ -
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WALL
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14A1.1-A4.310" THK CONCRETE WALL @ 6'-4" HT
#4 @ 48" O.C.
2 # 5 TOP AND BOTTOM BARS		 27 5% 29 CY $ - $ - $ - $ -
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SLAB
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155" THK CONCRETE SLAB W/ 6X6 10/10 WWF ON 6" MIL. VAPOR BARRIER OVER 4" WELL COMPACTED GRAVEL FILL 913 5% 959 SF $ - $ - $ - $ -
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FORMWORK
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16A1.1-A4.3FORMWORK PROVIDED FOR CONCRETE WORK 2,084 5% 2,188 SF $ - $ - $ - $ -
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DIV-04MASONRY $ - $ - $ -
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MASONRY
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17A1.1-A4.3STONE LINER 150 5% 157 LF $ - $ - $ - $ -
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18STONE COPING 144 5% 151 LF $ - $ - $ - $ -
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19WINDOW SILL 113 5% 118 LF $ - $ - $ - $ -
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DIV-05METALS $ - $ - $ -
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METAL LINTELS/BEAMS
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20A1.1-A4.3L1: L-6X3 1/2X5/16 40 5% 42 LF $ - $ - $ - $ -
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21L2: L-5X3 1/2X5/16 58 5% 60 LF $ - $ - $ - $ -
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22L3: L-3-1/2X3-1/2X5/16 57 5% 59 LF $ - $ - $ - $ -
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231/4" STEEL PL FLICTH BEAM 29 5% 30 LF $ - $ - $ - $ -
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CHANELS
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24MC6 X 8.2 @ 16"O.C 15 5% 16 LF $ - $ - $ - $ -
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25A1.1-A4.3MC10X15.3 15 5% 15 LF $ - $ - $ - $ -
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STEEL POSTS
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264X4X5/16 STEEL POST @ 9' HT 1 5% 1 EA $ - $ - $ - $ -
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27A1.1-A4.36" DIA HSS PREFAB STEEL POST @ 3'HT 1 5% 1 EA $ - $ - $ - $ -
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