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SITE WORK
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SR #CSI SECTDESCRIPTIONQUANTITYWASTAGE
(10%)		QTY WITH
WASTAGE		UNIT OF
MEASURMENT		UNIT COSTTOTAL ITEM
COST		TOTAL TRADE
COST
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DIV.02SITE WORKS $ -
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1Proposed 12" Drop Concrete Curb 1,216 10% 1,338 lf $ -
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26" Thick Concrete Pad 4500 PSI (for Loading Zone) 1,375 10% 1,513 sf $ -
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3Asphaltic Concrete Pavement (Light Duty) 102,336 0% 102,336 sf $ -
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44" Thick Concrete Sidewalk (Class A Concrete 4000 PSI w/6" thick 3/4" crushed stone base above approved subgrade) 9,215 10% 10,137 sf $ -
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56' High Wood Stockade Fence 45 10% 50 lf $ -
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6Excavation 180 10% 198 cy $ -
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SUB TOTAL
 $ - $ -
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OVERHEAD & PROFIT (25%)
25% $ - $ -
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TOTAL BID
 $ - $ -
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