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(8) Cost Estimate
Engineer's Opinion of Probable Cost Item No. 1 2 3 4 Item Description Mobilization/Demobilization (10%) HMA Crushed Surfacing Base Course Subgrade Layer (4in) Striping Quantity 1 40 50 1 Subtotal 0.103 Subtotal w/ Sales Tax 0 Unit LS TONS TONS LS Unit Price 1400 225 45 2500 Construction Total with Contingency Amount 1400 9000 2250 2500 15150 1560.45 16710.45 0 16710.45 % of Total 9.24092409240924E-02 0.594059405940594 0.148514851485149 0.165016501650165 CSBC/CSTC 1707 4 569 140 0.05 50 Total Area (sf) Depth (in) Volume (cf) Density of gravel (lbs/cf) Waste Gravel Weight (tons) HMA (Trench Patch) 1707 3 427 150 0.05 40 Total Area (sf) Depth of HMA (in) Total Volume (cf) Density of HMA (lbs/cf) Waste HMA Weight (tons)