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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE VI-C <br /> <br />ESTIMATED COST OF CONSTRUCTION <br />LITTLE CREEK, REACH 3, CALEY STREET TO ELATI STREET <br /> <br />ITEM <br /> <br />Channel Excavation <br /> <br />Concrete Channel Wall <br /> <br />Double Box Culvert <br /> <br />Drop Structure <br /> <br />Grouted Riprap <br /> <br />Water, Gas, Telephone Line Relocation <br /> <br />Contingencies (@20%) <br />Engineering (@15%) <br /> <br />Fiscal and Administrative Cost (@8%) <br />Land Acquisition Cost <br /> <br />I <br /> <br />Annual Operation and Maintenance Cost <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />QUANTITY <br /> <br />3,000 C.Y. <br /> <br />800 C.Y. <br /> <br />250 L.F. <br /> <br />1 EA. <br /> <br />20 C. Y. <br /> <br />SUBTOTAL <br /> <br />TOTAL CONSTRUCTION COST <br /> <br />TOTAL CAPITAL COST <br /> <br />TABLE VI-D <br /> <br />ESTIMATED COST OF CONSTRUCTION <br />LITTLE CREEK, REACH 4, ELATI STREET TO BROADWAY <br /> <br />COST <br /> <br />ITEM <br /> <br />$ 13,500 <br /> <br />Channel Excavation <br /> <br />192,000 <br /> <br />Concrete Channel Wall <br /> <br />132,500 <br /> <br />Double Box Culvert <br /> <br />4,000 <br /> <br />Grouted Riprap <br /> <br />1,000 <br /> <br />Water, Gas, Telephone Line Relocation <br /> <br />5,000 <br />$348,000 <br /> <br />60" RCP <br /> <br />Area Inlets & Connections <br /> <br />69,600 <br />52,200 <br /> <br />$469,800 <br /> <br />Detention Pond Excavation <br /> <br />Dam Embankment <br /> <br />37,500 <br />- 0 - <br /> <br />Buried Riprap Slope Protection <br /> <br />Sod and Install Sprinkler System <br /> <br />$507,300 <br /> <br />$ 1,800 <br /> <br />Contingencies (@20%) <br />Engineering (@15%) <br /> <br />Fiscal and Administrative Cost (@8%) <br />Land Acquisition Cost <br /> <br />Annual Operation and Maintenance Cost <br /> <br />QUANTITY <br /> <br />2,100 C.Y. <br /> <br />350 C.Y. <br /> <br />240 L.F. <br /> <br />25 C.Y. <br /> <br />1,350 L.F. <br /> <br />2 EA. <br /> <br />10,400 C.Y. <br /> <br />1,600 C.Y. <br /> <br />300 C.Y. <br /> <br />163,000 S.F. <br /> <br />SUBTOTAL <br /> <br />TOTAL CONSTRUCTION COST <br /> <br />TOTAL CAPITAL COST <br /> <br />COST <br /> <br />$ 9,500 <br /> 84,000 <br /> 127,200 <br /> 1,200 <br /> 12, 500 <br /> 148,500 <br /> 4,000 <br /> 26,000 <br /> 8,000 <br /> 13,800 <br /> 81,500 <br />$516,200 <br /> 103,200 <br /> 77 ,400 <br />$696,800 <br /> 55,700 <br /> - 0 - <br /> <br />$752,500 <br /> <br />$ 4,500 <br /> <br />-15- <br />