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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 />I <br /> <br />ITEM DESCRIPTION QUANTITY UNITS UNIT TOTAL <br /> PRICE AMOUNT <br />1. Mobilization 1 L.S. $ 2,000 $ 2,000 <br />2. Dewatering 2 L.S. $ 4,700 $ 9,400 <br />3. U.S. Embankment Fill 4600 C.Y. $2.50 $ 11,500 <br />4. Riprap 2400 Tons $ 14.40 $ 34,560 <br />5. Riprap Bedding 850 Tons $ 10.00 $ 8,500 <br />6. Tree Removal - Backfill 1 L.S. $ 4,000 $ 4,000 <br /> ESTIMATED CONSTRUCTION COST $ 69,960 <br /> 15% CONTINGENCY $ 10,494 <br /> ENGINEERING $ 4,000 <br /> TOTAL PROJECT COST $84,454 <br /> <br />TABLE 1 <br />COST ESTIMATE - Alternative 2 <br /> <br /> <br /> ITEM DESCRIPTION QUANTITY UNITS UNIT TOTAL <br /> PRICE AMOUNT <br />1. Mobilization 1 L.S. $ 3,500 $ 3,500 <br />2. Dewatering 2 L.S. $ 4,700 $ 9,400 <br />3. Excavation - remove sediment 105,000 C.Y. $ 1.18 $123,900 <br />3. U.S. Embankment Fill 4600 C.Y. $ 2.50 $ 11,500 <br />4. Riprap 2400 Tons $ 14.40 $ 34,560 <br />5. Riprap Bedding 850 Tons $ 10.00 $ 8,500 <br />6. Tree Removal - Backfill 1 L.S. $ 4,000 $ 4,000 <br /> ESTIMATED CONSTRUCTION COST $195,360 <br /> 10% CONTINGENCY $ 19,536 <br /> ENGINEERlNG $ 8,000 <br /> TOTAL PROJECT COST $222,896 <br /> <br />TABLE 2 <br />COST ESTIMATE - Alternative 3 <br /> <br />Giffm Reservoir-Feasibility Study <br /> <br />Page 5 <br />