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PAY ESTIMATE
<br />MOUNDS VIEW BUSINESS PARK TIME:
<br />PROJECT NO. 66-106
<br />SCHEDULE A - SANITARY SEWER
<br />13-May-80
<br />07,50 AM
<br />ESTIMATED
<br />BID
<br />ITEM
<br />NO.
<br />DESCRIPTION
<br />UNIT
<br />QUANTITY
<br />PRICE
<br />1.
<br />B" PVC, 8-101 DEEP
<br />L.F.
<br />322
<br />$11.35
<br />2.
<br />8" PVC, 10-121 DEEP
<br />L.F.
<br />598
<br />%11.35
<br />3.
<br />B" PVC, 12-14, DEEP
<br />L.F.
<br />1,080
<br />$14.35
<br />4.
<br />6" PVC, 14-161 DEEP
<br />L.F.
<br />65
<br />$17.35
<br />5,
<br />B" PVC, 16-18, DEEP
<br />L.F.
<br />85
<br />$22.35
<br />6.
<br />B" PVC, 10-20' DEEP
<br />L.F.
<br />68
<br />s26.35
<br />7.
<br />B' PVC, 20-22' DEEP
<br />L.F.
<br />60
<br />$28.35
<br />32.35
<br />e.
<br />B" PVC, 22-24, DEEP
<br />L.F.
<br />75
<br />6
<br />*945.00
<br />9,
<br />B' STANDARD MANHOLE
<br />EACH
<br />31
<br />s64.00
<br />10.
<br />EXTRA DEPTH OVER 8'
<br />V.
<br />EACH
<br />I 4Q0J:
<br />11.
<br />CUT INTO EXISTING MH
<br />TON
<br />47I
<br />o0
<br />12.
<br />ROCK STABILIZATION
<br />6
<br />f3$0.01
<br />13.
<br />EXISTING MH ADJUSTMENTS
<br />L.F.
<br />1,945
<br />s0. 40
<br />14.
<br />TELEVISE SANITARY SEWER
<br />L.F.
<br />SUBTOTAL SANITARY SEWER A
<br />SCHEDULE B - WATERMAIN '
<br />ESTIMATED
<br />BID
<br />ITEM
<br />NO.
<br />DESCRIPTION
<br />UNIT
<br />QUANTITY
<br />PRICE
<br />1.
<br />6" DIP, CLASS 52
<br />L.F.
<br />630
<br />4,540
<br />$11.00
<br />$13. 3ti
<br />2.
<br />e" DIP, CLASS 52
<br />IO" DIP, CLASS 52
<br />L.F.
<br />$15.90
<br />3.
<br />4.
<br />12' DIP, CLASS 52
<br />L.F.
<br />1,135
<br />5.
<br />B" GATE VALVE S DOX
<br />EACH
<br />1 0
<br />f480.00
<br />$480.00
<br />6.
<br />10' GATE VALVE S BOX
<br />EACH
<br />4
<br />5
<br />s760.00
<br />7.
<br />12' GATE VALVE 3 BOX
<br />HYDRANT WIG- GATE VALVE
<br />EACH
<br />EACH
<br />20
<br />$1,410.00
<br />B.
<br />9.
<br />FITTINGS
<br />LBS
<br />9,080
<br />3
<br />s1.00
<br />s325.00
<br />10.
<br />CONNECT 70 EXIST WATERMAIN
<br />EACH
<br />11.
<br />12" WET TAP W/TAPPING
<br />EACH
<br />3
<br />$1, 850. 00
<br />1
<br />SLEEVE
<br />REMOVE EXISTING WATERMAIN
<br />430
<br />$2.50
<br />13. 3.
<br />ROCK STABILIZATION
<br />TON
<br />830
<br />%0.01
<br />SUBTOTAL WATERMAIN B
<br />I.
<br />DID a
<br />QUANTITY
<br />AMOUNT ■
<br />TO DATE
<br />r
<br />$3,654.70 *
<br />000
<br />i6,787.30 *
<br />1150
<br />$15,498.00 +
<br />113
<br />$1,127.75 If
<br />38
<br />$1,899.75 It
<br />60
<br />s1,791.80 It
<br />120
<br />$1,701.00 It
<br />78
<br />$2, 426. 25 r
<br />22
<br />55,670.00 +
<br />z
<br />S1,984.00 r
<br />33.78
<br />s6, 400. 00 r
<br />1
<br />$4.70 r
<br />0
<br />$B40.00 +
<br />1
<br />$778.00 +
<br />2025
<br />IF
<br />$50, 563. 25 +
<br />............
<br />BID a QUANTITY
<br />AMOUNT * TO DATE
<br />+
<br />$6,930.00 * 523
<br />$60,609.00 * 4057
<br />$33,946.50 * 2190
<br />136, 952. 50 * 1904
<br />$4, 800.00 * 10
<br />$2,600.00 * 3
<br />$3, G00. 00 + 5
<br />f28,200.00 • 20
<br />$9,080.00 * 82,0
<br />$975.00 It 3
<br />It
<br />35,550.00 IF 3
<br />$1, 125.00 * 60
<br />s8.30 * 0
<br />+
<br />$195,376.30 +
<br />...........♦
<br />*
<br />PAYMENT s2
<br />AMOUNT
<br />% BID *
<br />APRIL 1988
<br />TO DATE
<br />AMOUNT +
<br />QUANTITY
<br />$9,000.00
<br />240.4% r
<br />0
<br />$13,052.50
<br />192.3% *
<br />400
<br />$1,621.55
<br />10.5% +
<br />0
<br />$659.30
<br />53.5% +
<br />0
<br />$1,341.00
<br />70.6% +
<br />0
<br />s3,162.00
<br />176.5% *
<br />0
<br />$2,211.30
<br />130.0% +
<br />0
<br />$711.70
<br />29.3% ■
<br />0
<br />$5,670.00
<br />100.0% ♦
<br />0
<br />$2, 161.92
<br />109.0% +
<br />0
<br />$6,400.00
<br />100.0%
<br />0
<br />$0.00
<br />0.0% +
<br />0
<br />$140.00
<br />16.7% +
<br />0
<br />6810.00
<br />104.1% It
<br />2025
<br />+
<br />93.0%
<br />9$477.021.227v
<br />*
<br />PAYMENT s2
<br />AMOUNT
<br />% BID *
<br />APRIL 1988
<br />TO DATE
<br />AMOUNT *
<br />QUANTITY
<br />a
<br />$5,753.00
<br />83.0% ♦
<br />95
<br />$54,160.95
<br />119.4% +
<br />775
<br />s34,821.00
<br />102. 6% •
<br />1100
<br />*36, 00i. 90
<br />97.6% +
<br />420
<br />s4, 800. 00
<br />100.0% *
<br />2
<br />61,950.00
<br />75.0% *
<br />1
<br />s3,800.00
<br />100. 09 *
<br />1
<br />$28, 200. 00
<br />100.0% r
<br />6
<br />s0,270.00
<br />83.7% r
<br />2500
<br />$975.00
<br />100.0% r
<br />2
<br />65, 550. 00
<br />100.0% +
<br />2
<br />$150.00
<br />13.3% It
<br />60
<br />$0.00
<br />0.0% +
<br />0
<br />+
<br />94.4% a
<br />....,5.0.'.e
<br />s"
<br />AMOUNT
<br />s0.00 `.
<br />$4, 540.00
<br />so. 00-...., r
<br />-$0. 00
<br />$0.00 _.
<br />60.00
<br />s0. 00' ;: S
<br />$0.00
<br />$0.00:
<br />$0.00
<br />$0.00
<br />$810.00
<br />AMOUNT „'V
<br />s1,045.00
<br />$10,346.25
<br />$17,490.00
<br />. 57,959,00:;"
<br />S.' .. 10
<br />,00
<br />s0, 460. 00:.
<br />62,500.00
<br />s650. 00 ,
<br />$3,700.00 _-
<br />$150.00
<br />s0. OO '
<br />$54,670.25
<br />............
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