Feasibility of Fish Passage at Alameda Creek Diversion Dam
Feasibility of Fish Passage at Alameda Creek Diversion Dam
Feasibility of Fish Passage at Alameda Creek Diversion Dam
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<strong>Feasibility</strong> <strong>of</strong> <strong>Fish</strong> <strong>Passage</strong> <strong>at</strong> <strong>Alameda</strong> <strong>Creek</strong> <strong>Diversion</strong> <strong>Dam</strong>Table A-1Summary <strong>of</strong> Capital Costs for <strong>Passage</strong> Design Components (Continued)ID Description Quantity Unit Unit Cost ($) Amount ($) AssumptionsCamp Ohlone Haul Route1.0 Roadway Total Length = 3.1 milesExcav<strong>at</strong>ion 2,750 CY 50.00 137,500 .13 milesPrepare Subgrade 21,850 SY 3.00 65,550 3.1 miles long x 12' wideAsphalt Surfacing Plus Base 21,850 SY 65.00 1,420,250 3.1 miles long x 12' wideSafety 2,600 LF 15.00 39,000 Assume 0.5 mile <strong>of</strong> guardrailDrainage 1 LS 150,000.00 150,0002.0 TransportModified Full Size Pickup Truck 1 EA 60,000.00 60,000Transport Tank 1 EA 4,100.00 4,1003.0<strong>Creek</strong> Access Ramp 1 LS 50,000.00 50,000Mobiliz<strong>at</strong>ion, Overhead and Fee (O&F)AllowanceContractor Mobiliz<strong>at</strong>ion and O&FAllowance (30%) 1 LS 792,705.00 792,705Total Raw Cost (March 2009 Dollars) $3,271,255ACDD <strong>Passage</strong> June 2009 Page A-4
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