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<br />Estimated Project Costs <br /> <br /> Estimated Estimated <br /> Item Description Quantity Unit Unit Cost Total Cost <br /> 1. Compacted Fill 2,200 C.Y. $ 6.30 $ 13,860.00 <br /> 2. Rip rap for dam face 160 C.Y. $ 8.70 $ 1,392.00 <br /> 3. Spillway <br /> a. Steel Pipe for Spillway 10,000 lbs. $ 2.25 $ 22,500.00 <br />. b. Exc.avation for Spillway 140 C.Y. $ 10.00 $ 1,400.00 <br /> c. Concrete and Miscellaneous labor 1 L.S. $ 7,000.00 $ 7,000.00 <br /> 4. Outlet gate and conduit <br /> a. Gate structure 1 L.S. $ 5,600.00 $ 5,600.00 <br /> b. Outlet conduit 80 Feet $ 45.00 $ 3,600.00 <br /> 5. 3/4" bedding material 640 C.Y. $ 10.50 $ 6,720.00 <br /> SUBTOTAL . . . . . . . $ 62,On.00 <br /> Contingencies at 20% $ 12,415.00 <br /> Projected price increase at 10% $ 6,207.00 <br /> Legal and Administrative at 5% $ 3,104.00 <br /> Engineering Fees <br /> Preparation of Feasibility Study $ 6,000.00 <br /> Preparation of Flood Study $ 6,000.00 <br />. Preparation of Final Design Plans and Specifications $ 6,000.00 <br /> TOT.~ ESTIMATED PROJECT COSTS. $101,798.00 <br /> USE FOR ESTI~IATING PURPOSES. $102,uOO.00 <br /> Fund Requirement Schedule <br /> <br />Once bids for construction are awarded the project should be completed within 60 <br />days after the "Notice to Proceed", t!1erefore; all of the construction funds will <br />be required in the fiscal year if the project is awarded. Engineering fees, esti- <br />mated to cost $18,000.00, will be reqvired immediately upon submittal of each <br />phase of the engineering portion of tile project (payment may be delayed until the <br />project is authorized by the State Le~islator for the feasibility portion of the <br /> <br />VI-2 <br />