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<br />"i <br />I <br />, , <br /> <br />,-, <br />: j <br />" .f <br />'I <br /> <br />No. <br /> <br />,. .~ <br />r <br />, ) <br /> <br />9. <br />10. <br />11. <br />12. <br />13. <br />14. <br /> <br />ii.-J <br /> <br />~ "1 <br /> <br />15. <br />16. <br />17. <br /> <br />.",.:: <br /> <br />:',...1 <br /> <br />18. <br />19. <br />20. <br /> <br /> <br />21. <br />22. <br />23. <br />24. <br /> <br />25. <br />26. <br /> <br />-'.j <br /> <br />Table VIII-B <br /> <br />HYANNIS PEAK DAM - ROCKFILL D&~-IMPERVIOUS CORE <br />COST ESTIMATE <br /> <br />Item <br /> <br />1. <br />2. <br />3. <br /> <br />Preliminary <br />Drilling & Testing <br />Aerial Photos & Mapping <br />Mobi1i~ation <br /> <br />4. <br />5. <br />6 . <br />7. <br />8. <br /> <br />Foundation <br />Clearing & Grubbing <br />Excavation <br />Foundation Preparation <br />Grouting <br />Grout Cap/Cutoff Wall <br /> <br />Dam <br />Zone I <br />Filter Zones <br />Rockfill <br /> <br />Instrumentation <br /> <br />S\?illway <br />R~prap <br />Stabilize D/S of Spillway <br />Concrete Weir Wall <br /> <br />Outlet Works <br />30" Dia. Reinf. <br />Cone. Pipe <br />Intake Gate & Access. <br />Outlet Structure <br /> <br />Miscellaneous <br />Diversion <br />Seeding D/S Face <br />Access Road <br />New Ditch <br /> <br />TOTAL <br /> <br />Contingencies <br />Engineering & Construction <br />Management <br /> <br />GRAND TOTAL <br /> <br />NOTE: <br /> <br />Quantity <br /> <br />Unit <br />Price <br /> <br />Subtotal <br />Per <br />Item <br /> <br />R5,175 <br />5,250 <br />63,000 <br /> <br />1,365 <br />15,750 <br />63,000 <br />16,275 <br />20,475 <br /> <br />28,350 <br />42,000 <br />140,490 <br /> <br />10,500 <br /> <br />23,100 <br />5,250 <br />5,250 <br /> <br />12,915 <br />26,000 <br />15,750 <br /> <br />10,500 <br />3,570 <br />15,750 <br />2,100 <br /> <br />Total <br />For <br />Category <br /> <br />$ <br /> <br />153.425 <br /> <br />116,865 <br /> <br />221,340 <br /> <br />33,600 <br /> <br />54,665 <br /> <br />31,920 <br />611,815 <br />61,180 <br />52,000 <br /> <br />724,995 <br /> <br />These construction costs are based on 1981 figures. <br />At 8% inflation for two years these costs would <br />increase 116,4% or $845,640. <br /> <br />L.S. <br />L. S.' <br />L.S. <br /> <br />$ <br /> <br />2.8 Ac. <br />10000 CY <br />6000 SY <br />1550 LF <br />130 CY <br /> <br />472. <br />1. 58 <br />10.50 <br />10.50 <br />157.5 <br /> <br />9000 CY <br />8000 CY <br />53500 CY <br /> <br />3.15 <br />5.25 <br />2.63 <br /> <br />L.S. <br /> <br />2200 SY <br />L.S. <br />25 CY <br /> <br />10.5 <br />210 <br /> <br />350 LF <br />L.S. <br />L.S. <br /> <br />36.75 <br /> <br />L.S. <br />3400 SY <br />1. 5 mi. <br />L.S. <br /> <br />1.05 <br />10,500 <br /> <br />10 <br />8% <br /> <br />-34- <br />