<br />V"II f 0 5''''T[ S
<br />OEF"'~'''fHT 0' "....[ IPoI "lOll
<br />.UllE....U Of l'lEtLAWATIOH
<br />Gunn1'on-Ark~n'al Project, Colorado
<br />
<br />GAT~__
<br />Oll rLET 'NORKS
<br />C A~ gOO "" L
<br />__91 c11am--.!... t~M~
<br />Rough Preliminary Est1mAte DA 1 ERE OWG
<br />~A-E~ AI AND
<br />OUAN T TY I AHQR fURNISHED
<br />BY THE
<br />CON~PACrOR
<br />
<br />
<br />.
<br />
<br />Rock-f'111
<br />"'AX HT
<br />AP
<br />,AP
<br />
<br />DA'" I.'l.rth and
<br />'~i~T l 8,105
<br />MAl(W S El 8,100
<br />NORW,SE 5,100
<br />'" N W S EL 5,030
<br />'RRIGATION 0RAG
<br />FLOOD S fORAGE
<br />
<br />95 n
<br />31,400 A'
<br />31,400 ^'
<br />1,400 A F
<br />30,000 Af
<br />. f
<br />
<br />.,Af'
<br />
<br />COMPUTED
<br />
<br />CtllCH
<br />
<br />o
<br />z
<br />
<br />:0
<br />w
<br />
<br />, EM
<br />
<br />,
<br />
<br />1 D1verl10D and care or r1yer dur1ng conltruction
<br />2 ExcavatIon, Itr1ppinc borrow pItl for dam
<br />J lxcaT~tion, ItrIppI~ dam foundatIon Rnd upltream
<br />blank..t
<br />4 SxeavatIoD. cut-of! tr..nch
<br />5 IxcavatloD, eommon in borrow area.
<br />6 Excavatlon, rock 1n borrow Rr..a.
<br />7 Earth!lll in dam. embankment and blank..t
<br />g Backfill on down.tream Ilop.
<br />9 Blprap, placing
<br />10 Con.tructiQ& S-Inch diam. .ever pipe drain.,
<br />emb~dded In <<ravel
<br />11 Con.tructing 10-1neh diem. aever pipe drain.,
<br />embedded In Ir&Tel
<br />
<br />Totah for dam
<br />
<br />Sp111w"T
<br />
<br />,outlet vorln
<br />
<br />SubtotAl
<br />
<br />Milcellaneous 1te~s
<br />1 C8r~ tak~r' bou.e
<br />2 Con.truetion camp
<br />3 R.....rvolr clearin<<
<br />l~ State hlghway rel1c,lltion
<br />
<br />TotAl mlelellaneou.
<br />
<br />Subtotal
<br />
<br />Contingencles - 25~
<br />
<br />Subtotal
<br />
<br />Ingr., .uperv., overhead - 10.
<br />
<br />Bight.-ot-way
<br />
<br />Dam~gel
<br />
<br />TOTAL
<br />
<br />l,9RO 0,45
<br />5,"00 0.75
<br />'3,304,760
<br />
<br />.
<br />
<br />ASPlH D-'lI
<br />
<br /> ~ 'IN'T TOT A l
<br />AMOUNT z GOS' e OS T
<br /> "
<br /> L.S. S ~.ooo
<br />129,000 01 0.50 ,500
<br />26",000 ,<1 O,R5 224,400
<br />70,000 <1 0.R5 59,500
<br />2,016,500 ,<:1 1.05 2,117,330
<br />5~.OOO ,C1 2.25 119.250
<br />1,491,000 ,cy 0.25 372,750
<br />)25,000<1 0.45 146,250
<br />96,000 <1 1.65 15R,400
<br />
<br />900 If 2.20
<br />
<br />l,ROO If 3,00
<br />
<br />Lump .um
<br />
<br />Lwa.peUlll
<br />
<br />L.S.
<br />L.S.
<br />
<br />900 A
<br />3.1
<br />
<br />.
<br />
<br />
<br />SPILLWAY
<br />MAX CA
<br />
<br />,
<br />
<br />R,070
<br />
<br />'JATEAA
<br />~UAN'S'"'ED BY T,HE <:UM~A-(
<br />uC..'ERNMEN Jan~~~_priee.
<br />UNIT rOTAL UNIT TOTA
<br />COST COC:T C'~
<br />
<br />-- ----
<br /> L.S. S 35,000
<br /> o.~o 64 , 500
<br /> 0.R5 224,400
<br /> o. ~5 59,500
<br /> 1.05 2,117J'I~O
<br /> 2.25 119,250
<br /> O'f,'i 372,750
<br /> o. '5 146,250
<br /> 1.65 15R,"00
<br />410 2.65 2,390
<br />1.350 3.75 6,750
<br />$1,760 $',306,520
<br /> 300,000
<br />
<br />L.S. 550,000 I
<br /> I
<br />I
<br /> 11),000
<br /> 170,000
<br />50.00 45,000
<br />50,000 150,000
<br /> S 360,000
<br /> $",5;6,520
<br /> 1,1)".130
<br /> 5,670,650
<br /> 56/'(,60
<br /> 100,000
<br /> 500,000
<br /> S6,637.710
<br />
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