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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 />CONSTRUCTION ESTIMATE <br />ALTERNATE "A" <br /> <br />3:1 <br />2!z:1 <br />12" <br />30" <br /> <br />Upstream Slope <br />Backslope <br />Fi.1 ter Gravel <br />Riprap <br /> <br /> UNIT <br />ITEM DESCRIPTION QUANTITY UN ITS 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. Breach Dam 38,774 Cu.Yd. 1. 00 38,774.00 <br />5. Front Face Excavation 77,389 Cu.Yd. 1. 00 77,389.00 <br />6. Core Excavation 51,602 Cu.Yd. 1. 25 64,503.00 <br />7. Backslope Cut 17,616 Cu.Yd. 1. 00 17,616.00 <br />8 . Pront Face Fill 118,480 Cu.Yd. 1. 00 118,480.00 <br />9. Core Fill 51,602 Cu.Yd. 1. 00 51,602.00 <br />10. Breach Fill 38,774 Cu.Yd. 1. 00 38,774.00 <br />11. Filter Gravel 11,178 Tons 8.00 89,424.00 <br />12. Ne\V Riprap - 30" Thick 18,945 Tons 13.00 246,285.00 <br />13. Road Surface - 6" Thick 2,380 Tons 9.00 21,420.00 <br />14. Toe Drains 3,100 L.Ft . 25.00 77,500.00 <br />15. Spillway Concrete 30 CU.Yd. 400.00 12,000.00 <br />16. Nm; 42" Outlet Works 1 L.S. 363,800.00 363,800.00 <br />17. Seeding 20 Acres 300.00 6,000.00 <br />18. 36" RCP Culvert 80 L. Ft. 70.00 5,600.00 <br />19. Slope Face Gage Rod 1 L. S. 5,000.00 5,000.00 <br /> Total Base [or Alternate "All $1,320,167.00 <br /> <br />20. <br /> <br />Fa\" 18" Filter Gravel Add <br />For 36" Riprap Add <br /> <br />8.00 <br /> <br />13.00 <br /> <br />4 4 , 712 .00 <br /> <br />72,657.00 <br /> <br />21. <br /> <br />5,589 Tons <br />5,589 Tons <br /> <br />Total <br /> <br />$1,437,536.00 <br /> <br />19 <br />