Laserfiche WebLink
<br />c~ ; <br />...... TABLE 3 <br />c..~_) Sheet 2 <br />U.S.B.R, COST ESTIMATE W,C.S.& A. COST ESTlMA1 <br />Complete Cutoff (Cutoff to bedrock eXCE <br />~~riteria Sheet' 10 chancel) - See Fig'. <br />I ___' ) MATERIAL AND MATERIAL <br />L QUAN.1'1TY IlABOR PURNISHED QUAHTI.'l'Y LABOR PURN: <br />: BY THE BY THE <br />.'. ~ON'l'IlACTOR CONTRACT< <br />~ ______.____I~llom.i~i.UNIT I~~' - ~~L-"O ~ Allrnnrr IUNIT ~~r'-~ <br />following sizes af I " <br />d constructing the I <br /> <br />I <br />n2~ 000 n -~ n -~t~:E~ I- ~ ;;-, <br /> <br />D 1 t t 0 10, <br />_ n.l____ <br /> <br />or-"~ I U, <br />~_L_=- ==t=-- I ..: <br />- I -- - . <br />I -' <br />: - - i . <br />! n _~ <br />~o 1,44., <br />D ~ ti~i2 <br /> <br />1,15?OOO c.y. ..0 462.~ <br /> <br />'. <br />. <br />. <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />II <br />I <br />I <br />I <br /> <br /><5 <br />,. <br />.. <br />~ <br />~ <br /> <br />I T E M <br /> <br />+------- <br />bf. . IFurD10h1~g tho <br />eewer p1pe an <br />drai os <br />_n <br />~ a_inch dlnllleter <br />17 12-1ncb diameter <br /> <br />4,400 <br />~. <br />1,500 <br /> <br />l.f. 5.00 <br /> <br />l.t. 7.00 10,500 <br />..... -. . ~--l--- <br />l.t. 8.76 12,~50 <br /> <br /> <br />,~,t~~,oo" <br /> <br /> <br />hr. 5.001 36,000 <br /> <br />n_"--l <br />ea. ,~O 250,000 <br />-~ <br /> <br />18 <br /> <br />IS-inch diameter <br /> <br />1,400 <br /> <br />19 <br /> <br />Furnishing materials tor the <br />following _~___+-____ <br /> <br />CODBtructing pressure reiief W8~ <br />S'\ i.d. Blotted 'Wood stave pipe <br />encased in 24." sa-a.d pack.ed hole 6,100 <br />.~ ~n_.. ___ <br />Developing pressure relief wells 2,400 <br /> <br />...~- . <br /> <br />20 <br /> <br />Constructing 42 <br />precast Cl)DCre <br />wells 10-It, b <br /> <br />21 <br /> <br />" i, d. reitdorced <br />to pipe inspection <br />19h <br /> <br />100 <br /> <br />22 COllstructing 8- inch Bewer pipe <br /> rol1ef well dr aine 6,000 l.f. 1.40 8,400 <br /> -~ .. ---- -- <br />23 Copatructing 36 -inch diameter I <br /> reinforced pre cast concrete pipe <br /> drai n 1,900 1.f. ~.40 44,460 <br />24 . COl1StrUcting co ncrete inlet struc I <br /> ture 8t stlllln g ga~ln for pipe <br /> drain 30 c.y. l>;OO 1,850 <br /> -- <br />25 Excavation, comm OD, for Open dra1D 7,500 c.y. .50 3,750 <br />26 Rook.' paving in OpeD drain <br /> (Golden. Color ado) 2,900 c.y', 4.00 40,600 <br /> ---- <br />27 Excavation, comm OD, uld' trans- <br /> portation to b lanketing area J <br /> right side - - - - <br />28. Eartb:f111 in hI anketing area - - - - <br /> .' <br /> <br />D ~ t t 0 <br /> <br />3 . <br />, <br /> <br />D t t 0 <br /> <br />40,4 <br /> <br />926,000 c.,.. ,14 129,. <br /> <br />.. <br />.~, <br /> <br />