|
<br />.
<br />
<br />25.
<br />26.
<br />27.
<br />
<br />28.
<br />29.
<br />
<br />0841
<br />
<br />Item
<br />No.
<br />
<br />Item
<br />
<br />.
<br />
<br />.
<br />
<br />TABLE 1 (CONT/D)
<br />
<br />Unit
<br />
<br />Quantity
<br />
<br />ESTIMATED PROJECT COSTS (CONT'D)
<br />
<br />EMBANKMENT
<br />18. Rock Spalls
<br />19. Gravel Too Drain
<br />20. Drilling and Grouting
<br />21. Road Surfacing and
<br />Guard Rails
<br />22. Road Lighting System
<br />23. l2" CMP, inc:".. Gravel
<br />Filter
<br />2~. Contingencies
<br />
<br />c.y.
<br />c.y.
<br />Un.ft.
<br />Un.ft.
<br />
<br />1.s.
<br />Un.ft
<br />
<br />27,140
<br />20,800
<br />54,000
<br />8,000
<br />
<br />1,500
<br />
<br />Esti)11il.tecl Cost ~ E)nP?nkment
<br />
<br />30.
<br />
<br />OUTLET WORKS
<br />Excavation, common
<br />Excavation, rock
<br />Excavation, rock,
<br />Tunnel and Shaft
<br />Close Line Drilling
<br />Concrete'IntakeStruc~
<br />ture, Portal Linings,
<br />and Retain:ng Walls
<br />Concrete, SD'.; t, (ate,
<br />Chamber anJ Tw,nel
<br />Lining
<br />Reinforcing steel
<br />Steel Penstock, incl.
<br />Supports
<br />SUdegates, L410',
<br />high pressure
<br />Howell-Bunge~ Valves -
<br />96"
<br />Gantry Cranes, l5~ton
<br />Lighting System
<br />Standby Unit
<br />Recording Gages
<br />Miscellaneous Metals
<br />Continge ncies
<br />
<br />31.
<br />32.
<br />33.
<br />34.
<br />35.
<br />36.
<br />37.
<br />38.
<br />39.
<br />40.
<br />
<br />c.y.
<br />.C.-y.
<br />t'.y,.
<br />
<br />s.f.
<br />c.y.
<br />
<br />c.y.
<br />
<br />Ibs.
<br />Ibs.
<br />
<br />each
<br />
<br />each
<br />
<br />each
<br />1.5.
<br />1..5.
<br />1..s...
<br />l..s.
<br />
<br />22,600
<br />13,860
<br />9,000
<br />
<br />12,000
<br />2,700
<br />
<br />3,376
<br />
<br />540,000
<br />503,700
<br />
<br />2
<br />
<br />2
<br />
<br />2
<br />
<br />Estimated Cost - Outlet Works
<br />
<br />SPILLWAY
<br />4l. E~cavation, common
<br />42. Excavation, rock
<br />43. Close Line Drilling
<br />44~ Drilling and Grouting
<br />45. Concrete, Weir, Notch
<br />Lining and Retain-
<br />ing Walls
<br />
<br />c.y.
<br />c.y.
<br />s.f.
<br />lin.ft.
<br />
<br />c.y.
<br />
<br />98,000
<br />297,200
<br />8,300
<br />1,800
<br />10,260
<br />
<br />5
<br />
<br />Unit
<br />Cost
<br />
<br />2.50
<br />3.50
<br />6.00
<br />3.00
<br />
<br />4.00
<br />
<br />6.70
<br />2.00
<br />20.00
<br />
<br />2.00
<br />45.00
<br />
<br />50.00
<br />
<br />0.15
<br />0..35
<br />
<br />70,000
<br />65;000
<br />25,000
<br />
<br />0.30
<br />1.50
<br />2.00
<br />6.00
<br />50.00
<br />
<br />Total
<br />Cost
<br />
<br />~?6 8,000
<br />73,000
<br />324,000
<br />24,000
<br />
<br />20,000
<br />6,000
<br />
<br />871,000
<br />$5,224,000
<br />
<br />16,000
<br />38,000
<br />180~000
<br />
<br />2!1,000
<br />122,000
<br />
<br />169,000
<br />
<br />81,000
<br />176,000
<br />
<br />140,000
<br />
<br />130,000
<br />
<br />50,000
<br />8,000
<br />6,000
<br />5,000
<br />15,000
<br />232,000
<br />
<br />~fl, 392,000
<br />
<br />29,000
<br />446,000
<br />17,000
<br />11,000
<br />513,000
<br />
<br />APPENDIX E
<br />
<br />.
<br />
<br />.' ; ~ ':i:
<br />
<br />
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