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MOIINT GUNNISON NO. 1 MINE <br />RUNOFF POND NO. 1 <br />(MB#1) <br />• <br />BID SCHEDIILE <br />Description, Approximate Quantity and Unit and Lump Sum <br />Item No. Price in Words and Figures Total Price <br />1. Mobilization of equipment, materials, personnel and mis- $ <br />cellaneous items to the project site at the lump sum <br />price of Dollars and Cents. <br />2. Clearing and grubbing of vegetation and debris within the $ <br />limits of construction at the lump sum price of <br />Dollars and Cents. <br />3. Topsoil stripping to the depth indicated by the test holes or $ <br />to 12 inches, whichever is greeter, and the stockpiling of <br />topsoil at the lump sum price of Dollars <br />and Cents. <br />Approximate Quantities: <br />Topsoil: 10,390 cubic yards <br />'_`~• 4. Embankment construction, complete in place, including <br />excavation, backfill and compaction to the lines and grades <br />-• shown on the drawings and to the requirements of these <br />_ Specifications at a lump sum price of <br />Dollars and Cents. <br />Approximate Quantities: <br />Excavation: 22,900 cubic yards <br />Backfill (Type 1): 32,720 cubic yards <br />Topsoil: 1,076 cubic yards <br />Seeding: 6,453 square yards <br />5. Toe drain, complete in place, including filter material, Types <br />3 and 4, perforated pipe and non-perforated pipe at the <br />lump sum price of Dollars and <br />Cents. <br />Approximate Quantities: <br />Type 3 Material: 1,830 cubic yards <br />Type 4 Material: 120 cubic yards <br />6" 0 Perforated PVC: 895 linear feet <br />6" ~ Non-perforated PVC: 190 linear feet <br />Concrete in Outlet Headwall: .5 cubic yards <br />Reinforcing Steel in Headwall: 45 pounds <br />4' Diameter Manhole: 1 <br />• <br />