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<br />-
<br />
<br />TABLE 17. -- (Cont'd)
<br />
<br />--.----*.------.-....---------...----------...--------._--.-
<br />
<br />COSt
<br />Class
<br />
<br />()uautitv Unit
<br />
<br />Unit
<br />Cost
<br />
<br />Item
<br />
<br />FEDLRALFIRSTCOST (Cont'd)
<br />
<br />"
<br />
<br />lJiversion outlet:
<br />Concrete conduit
<br />Concrete collars
<br />Seep rings
<br />Stilling basin & intale
<br />Riprap
<br />Structural excavation
<br />Backfill
<br />Reinforcing steel
<br />Contingencies
<br />
<br />1,080
<br />"
<br />"
<br />1,000
<br />300
<br />1,830
<br />L,400
<br />225,000
<br />
<br />Subtotal, Diversion Outlet
<br />
<br />Channels, excavation;
<br />i)iversionchannel
<br />Stabilizer
<br />Lowflowcbannel
<br />ArroyoChannel.'C"
<br />Stabilizers
<br />ChicoCbannel'"E"
<br />Stabilizers
<br />Contingencies
<br />
<br />Subtotal, Channels
<br />
<br />Arroyo Dike "B":
<br />Emb~nkment, placing
<br />Cutoff trench
<br />Stripping
<br />Riprap
<br />Spalls
<br />Gravel
<br />Contingencies
<br />
<br />(,,460,000
<br />"
<br />63,300
<br />644,200
<br />,
<br />455,500
<br />9
<br />
<br />512.500
<br />72,750
<br />33,280
<br />14,436
<br />8,085
<br />7.<18
<br />
<br />Suhtotal,ArroyoOlke"B'.
<br />
<br />CY.
<br />C.y.
<br />C.Y.
<br />e.Y.
<br />C.Y.
<br />C.y.
<br />e.Y.
<br />e.Y.
<br />
<br />c.y.
<br />Each
<br />C.Y.
<br />c.Y.
<br />fa.ch
<br />C.Y.
<br />Each
<br />
<br />C.Y.
<br />e.Y.
<br />C.Y,
<br />C.Y.
<br />C.Y.
<br />e.Y.
<br />
<br />60.00
<br />60.00
<br />60.00
<br />50.00
<br />6.00
<br />3.00
<br />1.50
<br />0.16
<br />
<br />0.43
<br />10,000.00
<br />0.43
<br />0.43
<br />10,000.00
<br />0.43
<br />3,000.00
<br />
<br />0.15
<br />0.60
<br />0.43
<br />6.00
<br />4.50
<br />4.00
<br />
<br />Total
<br />
<br />65,160
<br />3,900
<br />5,940
<br />50,000
<br />1,800
<br />5,490
<br />2,100
<br />36,000
<br />33,610
<br />
<br />204,OCO
<br />
<br />2,777,800
<br />140,000
<br />29,369
<br />277,006
<br />40,000
<br />L95,865
<br />27,000
<br />697,%0
<br />
<br />4,185,000
<br />
<br />76,875
<br />43,650
<br />14,310
<br />86.616
<br />36,382
<br />28,872
<br />57,295
<br />
<br />344,000
<br />
<br />--.-----_._.--------_.~--------_.~..---------_.-..--------..-------.
<br />
<br />I_39
<br />
<br />I
<br />I
<br />f-
<br />I
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />
<br />Tll.~LF. 17. -- (Cont'd)
<br />
<br />-----r-------------------------------------------------------
<br />COot Unit
<br />Class Item "uantit Unit Cost
<br />
<br />Total
<br />
<br /> FEDERAL FIRST COST (Cont'd)
<br />" ChicoUike '.F'.:
<br /> Emllankrr.ent placing 1,l)9B,160 C.Y. O.IS 254,814
<br /> Cutoff trench 147,750 C.Y. 0.60 88,650
<br /> Stripping 71,984 c.Y. 0.43 33,533
<br /> Riprap 34,530 c.Y. 6.00 2ll7,180
<br /> Spal1s 19,81S C.Y. 4.50 89,168
<br /> Gravel 17,265 C.Y. 4.00 69,060
<br /> Contingencies 148,595
<br /> Subtotal, Chico Dike "F" 891,000
<br />" Main Dam:
<br /> Embankment (placing) 6,377,450 C.Y. O.lS 915,618
<br /> Excavation, borrow 2,2~9,424 C.Y. 0.43 988,752
<br /> Stripping 189,538 C.Y. 0.43 81,501
<br /> Cutoff trench 230,250 C.Y. 0.60 138,150
<br /> Riprap 91,356 C.Y. 6.00 S48,I36
<br /> Spalls 52,630 C.Y. 4.50 236,835
<br /> Gravel 45,678 C.Y. 4.00 182,712
<br /> Contin8encies 618,296
<br /> Subtotal, Main Dam 3,710,tJOO
<br /> OutlN works:
<br /> Concrete con<Juit 3,082 C.Y. 60.00 l84,~:O
<br /> Conerote collars ". C.Y. 60.UU H,440
<br /> Concrel:e seeprings '" C.Y. 60.0U 8,700
<br /> ~on~rete intake and tower 9" C.Y. 60.00 58,200
<br /> Stilling basin l,OOO C.Y. 50.00 $0,000
<br /> Reinforcing steel 542,100 CO, 0.16 86,736
<br /> Structural excavation 7,400 C.Y. 3.00 22,200
<br /> ~(l.ckfill 5,20D c.Y. l.50 7,800
<br /> Riprap .so C.Y. 6.00 2,?00
<br /> Gates, complete , Each 110,000.00 440.UOO
<br /> Contingencies 175,304
<br /> :iubtotal, Outlet works 1,050,000
<br />
<br />----- -..-.-------------------..-.....----------------------- -------------
<br />
<br />I_40
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