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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 /> <br />4:1 <br />2),: 1 <br />12" <br />30" <br /> <br />Upstream Slope <br />])O\vnstream Slope <br />Filter Gravel <br />Riprap <br /> <br />ALTERNATE "I''' <br /> <br /> UNIT <br />ITEM DESCRIPTION QUANTITY UNITS PRICE AMOUNT <br />1. Mobilization 1 1. 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 Exc;lvation 77,38') Cu.Ycl. 1.0(1 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 146,505 Cu.Yd. 1. 00 146,505.00 <br />8. Core Fill 51,602 Cu.Yd. 1. 00 51,602.00 <br />9. Filter Gravel - 12" Thick 15,111 Tons 8.00 120,888.00' <br />10. New Riprap - 30" Thick 28,778 Tons 13.00 374,114.00 <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. 128,400.00 128,400.00 <br />15. Seeding 20 Acres 300.00 6,000.00 <br />16. 36" RCP Culvert 80 L. Ft. 70.00 5,600.00 <br />17. Slope Face Gage Rod 1 L.S. 5,000.00 5,000.00 <br /> Total. for Al.ternate "FlI $1,194,537.00 <br /> <br />18. <br />19. <br /> <br />For 18" Filter Gravel Add <br />For 36" Riprap Add <br /> <br />8.00 <br />13.00 <br /> <br />60,448.00 <br />98,228.00 <br /> <br />7,556 Tons <br />7,556 Tons <br /> <br />Total <br /> <br />$1,353,213.00 <br /> <br />24 <br />