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<br />Periodical Estimate No. 2
<br />Pro' ect: WATER l, SEI'SER EXTENS IONS &
<br />Bid ITem 3
<br />I 2
<br />Description Uni
<br />
<br />No.
<br />
<br />I 10" YO Pipe 0'-6' L.F
<br />2 10" Y.C, Pipe 6'-8' L.F
<br />3 10" V.C, P1pe 8'-10' L,F
<br />4 10" Y.C, Pipe 10'-/2' L,F
<br />5 10" C.I. Pipe 8'-/0' L,F
<br />6 10" C.t. Pipe 10'-12' L,F
<br />76"C.I.Forcel\1Bin L.F
<br />8 10" C.I. Pipe Bored or lllll
<br />Jackod L,F
<br />9 C.I. Pipo Fittings TON
<br />10 Shal low Manholes O'-4'Ooe ~A.
<br />I i Standard Manholes 4'-6'" EA.
<br />12 Extra Depth to Manholes L.F
<br />13 Connection of Force Main
<br />to Surge Tank EA.
<br />14 LittStation EA.
<br />15 elt C,I. Water Main L.F
<br />16 6" C,I. vl"tor Main L.F
<br />17 CI F tt i ngs for 6" "nd
<br />8" C.I. W"ter Main TOI,
<br />IS 6" C,I; w"tor M"in in Cas
<br />ing,borod or jacked
<br />undor R.11. L.F
<br />19 Cutting and Putching
<br />Asphult Pavomont S.Y
<br />20 [)" o"to Val Ve EA,
<br />21 6" Outo Valvo EA.
<br />
<br />--
<br />
<br />FRANK T. DROUGHT
<br />Consulting Engineer
<br />LI FT S TAT ION SAN j,1ARCOS TEXAS (27-i,U-20)
<br />4 Work On ,ntities
<br />Estimated 5 6 7
<br />Quantity This Through To
<br />Estimate last i=st Date
<br />
<br />/,590
<br />650
<br />370
<br />70
<br />190
<br />50
<br />520
<br />
<br />480
<br />0.20
<br />2
<br />9
<br />13
<br />
<br />I
<br />I
<br />1~50
<br />1,265
<br />
<br />0.40
<br />
<br />1,024
<br />978
<br />125
<br />NONE
<br />NO[,E
<br />NONE
<br />501
<br />
<br />NONE
<br />~lONE
<br />NOliE
<br />6
<br />5.99
<br />
<br />I
<br />,
<br />:1;342
<br />1,094
<br />
<br />0.472
<br />
<br />95
<br />
<br />14
<br />I
<br />I
<br />
<br />98./1
<br />I
<br />I
<br />
<br />340
<br />1M
<br />228
<br />57
<br />303
<br />6
<br />NONE
<br />
<br />446
<br />NOHE
<br />',ONE
<br />5
<br />7,13 '
<br />
<br />NONE
<br />nONE
<br />i ,NONE
<br />NONE
<br />
<br />NO/.IE
<br />
<br />40
<br />
<br />NOI',E
<br />
<br />NONE
<br />I',ONE
<br />NO:,E
<br />
<br />1,364
<br />1,144
<br />353
<br />57
<br />303
<br />6
<br />501
<br />
<br />446
<br />N0i1E
<br />NONE
<br />II
<br />13.12
<br />
<br />I
<br />I
<br />1,342
<br />1,094
<br />
<br />0,472
<br />
<br />98.1 [
<br />1
<br />i
<br />
<br />8
<br />Unit
<br />Bid
<br />Price
<br />
<br />13.00
<br />400.00
<br />90.00
<br />[00.00
<br />15.00
<br />
<br />85.00
<br />8, 139.00
<br />2'.92
<br />2.15
<br />
<br />400.00
<br />
<br />40
<br />
<br />14.00
<br />
<br />5,00
<br />130.00
<br />64,00
<br />
<br />Supplemental
<br />Sheet No. 2
<br />9
<br />Total
<br />Cost
<br />To Oate
<br />
<br />1,50
<br />1.70
<br />2.00
<br />3.00
<br />4,20
<br />4.50
<br />2.15
<br />
<br />2,046.00
<br />1,944,00
<br />706.00
<br />171.00
<br />1,272.60 ,
<br />27,00'
<br />1,077.15
<br />
<br />5.798,00
<br />NONE
<br />NONE
<br />1,100.00
<br />/96,80
<br />
<br />85.00
<br />8,139,00
<br />3,918.64
<br />2,352.10
<br />
<br />188.80
<br />
<br />560,00,
<br />
<br />490,55
<br />80,00
<br />64.00
<br />
<br />TOTAL 30,217.44
<br />
<br />..
<br />
<br />~
<br />
<br />of 2
<br />10
<br />Estimated
<br />Total
<br />Cost
<br />
<br />2,385.00
<br />1,105.00
<br />740,00
<br />210.00
<br />798.00
<br />225.00
<br />[, /18.00
<br />
<br />6,240,00
<br />80.00
<br />[80,00
<br />900,00
<br />195,00
<br />
<br />85.00
<br />ll, /39.00
<br />3,942.00
<br />2,7/9.75
<br />
<br />160.00
<br />
<br />1,330.00
<br />
<br />70,00
<br />80.00
<br />64.00
<br />
<br />30,765.75
<br />
<br />Sheets
<br />"
<br />%
<br />com-
<br />lete
<br />
<br />100
<br />100
<br />100
<br />100
<br />JOO
<br />100
<br />100
<br />
<br />100
<br />100
<br />100
<br />100
<br />[00
<br />
<br />100
<br />100
<br />100
<br />100
<br />
<br />100
<br />
<br />100
<br />
<br />100
<br />100
<br />100
<br />
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