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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />C:ONSTRlIcnON ESTTM^TE <br />ALTERNATE "D" <br /> <br />3:1 <br />2!z:1 <br />12" <br />30" <br /> <br />Upstrealll Slope <br />Backslope <br />Filter Gravel <br />Riprap <br /> <br /> UNIT <br />ITEM U::SCRl PTION QU^NTITY UNITS PRICE AMOUNT <br />1. Mobilization 1 L. S. 30,000.00 30,000.00 <br />2. Dewatering 1 L. S. 20,000.00 20,000.00 <br />3. Existing Riprap 6,000 CU.Yd. 6.00 36,000.00 <br />4. Front Face Excavation 77,389 Cu.Yd. 1. 00 77,389.00 <br />5. Core Excavation 51,602 Cu.Yd. 1. 25 64,503.00 <br />6. Backslope Cut 17,616 Cu.Yd. 1. 00 17,616.00 <br />7. Front Face Fill 118.480 Cu.Yd. 1. 00 118,480.00 <br />8. Core Fill 51,602 Cu.Yd. 1. 00 51,602.00 <br />9. Filter Gravel 11,178 Tons 8.00 89,424.00, <br />10. New Riprap - 30" Thick 18,945 Tons 13.00 246,285.00 <br />11. Road Surface - 6" Thick 2,380 Tons 9.00 21,420.00 <br />12. Toe Drains 3,100 L.Ft . 25.00 77,500.00 <br />13. Spillway Concrete 30 Cu.Yd. 400.00 12,000.00 <br />14. Repair Existing Outlet 1 L.S. 114,300.00 114,300.00 <br />15. Seeding 20 ^cres 300.00 6,000.00 <br />16. 36" RCP Culvert 80 L.Ft. 70.00 5,600.00 <br />17. Slope Pace Gage Rod 1 L. S. 5,000.00 5,000.00 <br /> Total Base for Alternate liD" $ 993,119.00 <br /> <br />18. <br />19. <br /> <br />For 18" Filter Gravel Add <br />For 36" Riprnp MId <br /> <br />8.00 <br />13.00 <br /> <br />44,712.00 <br />72,657.00 <br /> <br />5,589 Tons <br />5,589 Tons <br /> <br />Total <br /> <br />$ <br /> <br />1,110,488.00 <br /> <br />22 <br />