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<br />.' .~ .......... ,.,...- <br /> <br />- . . ~ .... <br /><~~, <br /> <br />rEATURE: 1l2-.lal-tl . Pp() It::Cl: <br /> Battlcmcnt Mesa - Colorac1o <br /> Owen's Creek Dam and Reservoir <br /> DIVISION: <br /> .. <br /> UNIT: <br />rJ...ANT PAY UNIT <br />Acer. ITEM DESCRIPTION CODE OUAN'11rY UNIT rR1CE AMOUNT <br /> I Embankmcnt Dam witb 4-ft raise I I I 1 <br /> I I i I <br /> I 1. j Diversion and care of river durin~ construction I \ Lump Sum I L.S. I I S250.ooo <br /> I .., I Excavation. common Dam foundation I I 211.200 I CY I ~4.oo I S844 .800 <br /> ... <br /> I 3. I Excavation. TOci.: croutC3P I 700 CY I S50.00 I S35.ooo <br /> I 4. I Excavation. Strippint in borrow area i I 106.000 I CY S5.OO S530.ooo <br /> 5, I Excavation, eanh fill in borrow area I I 2..1 04.000 I CY I S2.oo \ S.4 .208.000 <br /> I 6, I Eanb.fill in dam embankment I I 1.731.000 CY 1 S 1.20 I S2.077.2oo <br /> I /, I Foundation cleanup levelinc and dental concrete I I 800 I CY I S150.oo I S120.ooo <br /> I 8, I Speciallv compacted eanhfill ! I 4,400 I CY I 510.00 I S44 .000 <br /> I 9. I Chimnev..drain (5-ft)washed concrete sand I I 24.000 I Cy I $40.00 I 5960.000 <br /> I 10. I Downstream blanket dniDwasbed concrete sand I I I I I <br /> I I and J!lCvel 52.0001 CY I 535.00 I 51.810.000 <br /> ,I 11. I RipI'aP OD upstream s}ooe(Quam' 15mi) I I 34,000 I CY I S35.oo I 51,190.000 <br /> I 12. I Beddin~ for riPTGP,UIS slope (from separation) I 16.800 I CY I S20.oo I S336.000 <br /> I 13 I OversizioJ! for separation on downstream slope I 246.000 I CY I S3.oo I Si38.ooo <br /> I l~. I Mobilization and Demobiliz3tion for p'outin~ i I .. Lump Sum I LS I I 520.000 <br /> I I Grout boles in the followinE staJ!es: I I I I I <br /> ! 15. I o and 30 n. I I 4.500 I LF ! $15.00 I S67.5oo <br /> I 16. j 30 and 60 ft. I I 2.300 I LF I $16.00 I S36.8OO <br /> I 1'7. I 60 and 110 n. I I 1.900 I LF I 5J7.oo I S3l.3oo <br /> I IS. I Grout pipes and fittinl!S I I 3.300 I Lbs. I S4.oo I 513.200 <br /> I 19. I Hoot ups to l1J"out holes I I 150 I Ea. I $2.5.00 I 53.750 <br /> I 20. I Pressure J!Toutint I I 8.700 I CF I 59.00 I S78.3oo <br /> I 21. I Concrete in p'out cap ! I 710 I CY I 5200.00 I Sl~l.ooo <br /> I :.2. I Cement. foundation concrete crout cap, rroutinc I I 15.500 I CWT I S6.oo I 593.000 <br /> I : Toe drains in the follo'n1n1: sizes: ! I I I I <br /> I <br /> I 23. 18- inch diameter ! I lJ40 I LF i $15.00 I S17.1oo . <br /> \ 2~. I 12-inch diameter I I 520 I LF I 52.5.00 I 513.000 <br /> I 25. I Gravel surtacin,: on dam crest I I 9001 CY I S15.oo I 513.500 <br /> I 26. I Guide posts on d3m crest I I 1341 Ea. I 550.00 I 56.700 <br /> I :"7. I Founc1atioD De\),'atcriDc I I Lumo Sumo I L.S. I I $50.008 <br /> I <br /> I i I I I I , <br /> I <br /> I ; SUBTOTAl. eNG1Nt.t.tiIN\.:l ~Ul"'tVh I BHANSH I S13.740.l5( <br /> , ' , <br /> I I EStimatinR & 1ec:hnical ~rviC8S S8ction <br /> I ; I <br /> I , 1 I.L.. o..~J. h, \.l. UJ.'-f;-;: I, .J J. l_ \ <br /> I I _1 _r~~ IcY I I I <br /> i ; ..... .'" \ <br /> , , <br /> QUANTITIES PRICES <br />BY~ 0_ \:::> :;:-L. .W~&~ BY '7f21 CHECKED <br /> ..;, , , ) ~/(::. <br /> ~U\ ~l}"\' <br />DATE :~PARED Al'PROVED !>^ TE PR1CE l..E\'EL <br />~ 1'1/9 z... ''-; Io~ It:? ?... <br /> -.- <br /> <br />ESTIMATE WORKSHEET <br /> <br />PE!" . ~ , <br /> <br />TABLE I <br />