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2.2 BID WORKSHEET- FORWARD LANDFILL WMU FU-03 <br /> Use the following worksheet to make your cost proposal. Where quantities are not given, <br /> CONTRACTORS must calculate their own. <br /> Unit Cost Subtotal Cost <br /> Area of Work Unit ($) Quantity ($) <br /> 1. Mobilization/Demobilization LS 1 <br /> 2. Provide Excavation of WMU FU-03 CY 120,000 <br /> 3. Provide excavation of Desilting Basin CY 22,600 <br /> 4. Provide excavation of Leachate Basin CY 39,700 <br /> 5. Provide General Earth Fill(in all areas not otherwise delineated, CY 20,000 <br /> such as termination berm,etc.) <br /> 6. Provide General Earth Fill(in sump) LS 1 <br /> 7. Provide Subgrade Fill(above existing cover soil and refuse) SF 135,000 <br /> 8. Provide Grading and Subgrade Preparation SF 498,000 <br /> (Not including Anchor Trenches) <br /> 9. Provide Clay Liner SF 279,000 <br /> 10. Provide Granular Drainage Material SF 279,000 <br /> 11. Provide 6-inch Diameter SDR 11 HDPE Leachate LF 1,825 <br /> Collection Pipe(Perforated) <br /> 12. Provide 18-inch Diameter SDR 11 HDPE Leachate Riser Pipe LF 225 <br /> (Non-perforated and Perforated) <br /> 13. Provide Coarse Gravel CY 850 <br /> 14. Install Filter Geotextile Material SF 279,000 <br /> 15. Install Protective Operations Layer,on base and 10 It up Western, SF 323,000 <br /> Northern,and Southern Slopes <br /> 16. Provide 4 FT X 8 FTX%2 INCH Plywood Sheeting LS 1 <br /> 17. Provide Anchor Trench Excavation and Anchor Berm LF 1,250 <br /> 18. Provide Slope Anchor Trench Excavation and Slurry Cement LF 340 <br /> Trench Backfill <br /> 19. Provide Termination Berms LF 1,225 <br /> 20. Provide Road Berm LF 680 <br /> 21. Provide Bench Berm LF 575 <br /> 22. Provide Perimeter Berm including Underlying Anchor Trench LF 230 <br /> 23. Provide Leachate Riser Pipe Supports and Clamps,including LS 1 <br /> Concrete Anchors and Bollards <br /> 24. Provide Porous Suction Cup Lysimeters,including protective LS 1 <br /> PVC Piping <br /> 25. Provide Protective Vault Box for Lysimeter Leads LS 1 <br /> II - 1 <br />