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PROJ01838
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2001-3000
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PROJ01838
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Entry Properties
Last modified
11/19/2009 11:43:30 AM
Creation date
4/2/2007 3:05:54 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153605
Contractor Name
U. S. Bureau of Reclamation
Water District
0
County
Mesa
Loan Projects - Doc Type
Feasibility Study
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<br />cca::D-~ <br /> <br />~'CI""' <br /> <br />l'- I .-- ~ <br /> <br /> "" r <br />f-t:.A T U Rt:.: C!2-Jal-f'2 OQr\ It:f',T' <br /> I . . <br /> Battlement Mc:u - Colorac1o <br /> Owen's Creek Dam and Reservoir <br /> DIVISION: <br /> UNIT: <br />P.l..Ah'T PAY UNIT <br />ACCT, ITEM DESCRIF'TION CODE OUAh'T!TY UNIT PRICE AMOU}>.,'T <br /> I I Soillwav 100 it. lenJ!1.b I I <br /> I I I I I <br /> I 1, I Excavation, aU classes(60% rock) i I 166.2001 C'i I S7.oo I S1.163,400 <br /> I "l I Bac.kiIU I I 3.000 I C'i I S5.oo 515.0<Xl <br /> I 3. I Special compaction I \ 2001 C'i I 518.00 I S3.600 <br /> i 4. I Ripra p 7.950 CY I S30.oo I S238.5oo <br /> I 5, I Bed(\in~ for riorap I 3.9751 C'i I S25 .00 S99 ;375 <br /> I 6, I Grave) blanket 1 I 6.800 I CY I S10.oo 1 S6S.O<Xl <br /> I 7. I Anchor bars in place i. 8.000 I LF I S15.OO S120.0<Xl <br /> ! 8, I Cement I I 3.200 1 Tons I 5100.00 S320.0<Xl <br /> I 9. I Reinforcement I I 1,400.000 I Lbs, I SO.60 SS40.0<Xl <br /> I 10 I Concrete in inJel struCture I I 3001 CY 5'300.00 S90.O<Xl <br /> I <br /> I 11. I Concrete in crest structure I I 1.800 I C'i 5220.00 5'396.000 <br /> 12. I Concrete in chute I 6.600 I CY S250.00 S1.650.ooo <br /> 1 13. I Concrete in stillin.e. basin I I 2,4001 CY I 5'250.00 S6OO.000 <br /> i 14, I Concrete in brid2e I I 120 I CY I S450.00 I 5'54.000 <br /> I 1 Subtotal I 1 I I 55.657.875 . <br /> I <br /> I I I I I I I <br /> I IOUT.:....ETWORKS \ I I I <br /> I I I I I I I <br /> I 1, I ExC2vation. open cut. aU classes(70%rod:) I I 33.000 I CY I S8.oo I S264 .000 <br /> I 2, I Backfill 1 2;300 I c)' I S5.oo 5'11.500 <br /> I 3. I Special compaction I 3.100 I CY \ S10.oo I S3l.ooo <br /> 1 4. I Riprap and bed dine I 2.200 I C'i I S25.OO S55.OOO <br /> I 5. I Anchor bars I I 250 I LF I S15.oo I S3.750 <br /> I 6. I Cement I I 76D I ToIlS I 5100.00 576.000 <br /> r I Reinforcemen: - I 340.000 I Lbs, I $0.60 $104.000 <br /> I I. <br /> I 8. j Concrete in intake slrucrure I I 80\ CY S350.00 I S28.ooo <br /> , I <br /> I 9, I Concrete in conduit l!ate chamber I 1 2.0CXl1 C)' I S3OO.00 5600.000 <br /> I 10 I Concrete in -control struCtUre I I 80 I CY I s350.001 S28 .0<Xl <br /> \ 11. I Concrele in chute and stillinc basin I I 520 I C'il S"..50.oo I 5130.000 <br /> , <br /> I 12. \3'-6"x3'-6"Hit:b Pressure rate and hoist I I 19.700 I Lbs. I S7.oo I 5137.900 <br /> 13. ; :Z'-:;"); :!'-3' Hil!b pressure l!ate and boist I I 7.rool Lbs. I 57.00 549.000 <br /> I <br /> J~. I Comrols for web-pressure l!ates I I 660 I Lbs. I 510.00 I 56.600 <br /> \ 15. : SleelliniDl:3'-6";;:;'-C ! \ 113001 Lbs, I 51.50 I 516.950 <br /> J6. ; Transition. 3'-6";(3'-6'1O~. dia. j I 10.500 I Lbs, I 52.50 I S26.2S0 <br /> ; 1i. : Trashracks i . 8.100 I Lbs. I S3.50 I S28350 <br /> ! i SUBTOTAl.. ! I \ ! I S 1.696300 <br /> OUANTITIES PRICES <br />BY ~Y 0, ~~ L/ CHECKED I <br /> - <br /> E-f.::.. <br />DATE. p~ ARED Al'!'ROVED .n(~ '0% PRI CE LEVEL <br /> ~ ej,?z C)~ 1/ r '7 02. / &'2.. <br /> , ?JI-{J-=-< - <br /> <br />r<. <br />~'I <br /> <br />I. <br /> <br />1&' <br /> <br />.y'l^"D'l:" "f <br />
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