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Item <br />Quantity <br />Unit <br />Cost <br />Total Cost <br />Assumptions <br />Mobilization <br />1 <br />24,000 <br />24,000 <br />I -25 Bore <br />1 <br />250,000 <br />242 LF of 48" Hobas pipe ($1000 /1f), bore under I -25, 2 concrete <br />FES ($1500 /ea), CDOT permit ($5000) <br />Re grade Lateral <br />2400 <br />LF <br />20 <br />48,000 <br />5 ft bottom width, 2 ft depth <br />Diversion Structure <br />1 <br />20,000 <br />20,000 <br />Assumes replacement of structure with new structure capable to <br />pass 30 cfs. Has automation <br />Permanent Pump Station <br />1 <br />250,000 <br />250,000 <br />Assumes 10 cfs capacity; no redundancy <br />Demolition of S litter Box <br />1 <br />500 <br />New Lateral to Reservoir <br />150 <br />LF <br />25 <br />3,750 <br />Reservoir Inlet <br />1 <br />8,600 <br />8,600 - <br />Riprap channel 5 feet wide, 4 ft deep, 12 inch riprap 2 foot deep <br />bedding 1 ft deep <br />Outlet to River <br />1 <br />10,000 <br />10,000 <br />Construction Cost <br />614,850 <br />30% Contingency <br />184,455 <br />Total Construction Cost 799,305 <br />800,000 <br />Engineering Design/Permitting Design/Permitting <br />61,485 <br />ConstructionManagement <br />61.485 <br />Cost of Reservoir T 1,576,800 657 AF at $2400 per AF <br />Cost of Water Rights 900.000 <br />1 <br />