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<br />--- <br /> <br />Chapter V - Evaluation of Alternatives <br /> <br /> <br />Table V-2 <br /> <br />Construction Cost Estimate <br />Horseshoe Dam No.2 Outlet Works Project <br /> <br />Alternative 1 <br />Upstream Gate <br /> <br /> Estimated Unit Total <br />Work Quantity Cost Cost <br />Mobilization and Demobilization 1 Lumo Sum $8.700.00 $8.700 <br />Diversion and Care of Stream 1 Lump Sum 1.000.00 1.000 <br />Site Demolition 1 Lump Sum 1,000.00 1.000 <br />Ciearina. Grubbina and Stripoina 1 Lumo Sum 1.000.00 1.000 <br />Furnish and Install 42-inch Welded Steel Sleeve Pipe 150 Linear Feet 575.00 86,250 <br />Furnish and Place Embankment Material 2.900 Cubic Yards 10.00 29,000 <br />Furnish and Place COOT Class 6 Road Base 25 Cubic Yards 10.00 250 <br />Furnish and Place Structural Concrete 25 Cubic Yards 1,500.00 37.500 <br />Furnish and Place Riorao 500 Cubic Yards 20.00 10,000 <br />Furnish and Install Filter Fabric 725 Sauare Yards 0.75 544 <br />Furnish and Install 42-inch Sluice Gate with Lift 2 Each 12,500.00 25.000 <br />Furnish and install Gate House 1 Lump Sum 15.000.00 15,000 <br />Furnish and Install Miscellaneous Metalwork 1 Lump Sum 1,000.00 1,000 <br />Seedino and Erosion Protection 1 Acres 2,500.00 2,500 <br />Bond Premium(s \ 1 Invoiced Cost 1.500.00 1,500 <br />Subtotal Construction Costs $220,244 <br />Construction MonitorinQ Lumo Sum 32.000 $32,000 <br />Subtotal Construction and Engineering $252,244 <br />Contingencies @ 20% $50.449 <br />Total Estimated Cost $302,693 <br /> <br /> <br />Horseshoe Dam NO.2 Outlet Works Study <br /> <br />27 <br /> <br />SaYLE <br /> <br />