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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 />3!z:1 <br />2!i: 1 <br />12" <br />30" <br /> <br />Upstream Slope <br />Downstream Slope <br />Filter Gravel <br />Riprap <br /> <br />^LTERNATE "1''' <br /> <br /> UNIT <br />ITEM DESCRIPTION QUANTITY 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 Pace 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 132,656 Cu.Yd. 1. 00 132,656.00 <br />8. Core Fill 51,602 Cu.Yd. 1. 00 51,602.00 <br />C). Filter Gravel 12" Thick 13,080 8.00 104,640.00 , <br />Tons <br />10. New Riprap 30" Thick 23,700 Tons 13.00 308,100.00 <br />11. Road Surface 6" Thick 2,380 Tons 9.00 21,420.00 <br />12. Toe Drain 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. 126,600.00 126,600.00 <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 Base for Alternate "E" $1,096,626.00 <br /> <br />18. <br /> <br />19. <br /> <br />For 18" Filter Gravel Add <br />For 36" I,iprap ^ucl <br /> <br />8.00 <br /> <br />13.00 <br /> <br />52,320.00 <br /> <br />85,020.00 <br /> <br />6,540 Tons <br />6,540 Tons <br /> <br />Total <br /> <br />$1,233,966.00 <br /> <br />23 <br />