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PAY
<br />ESTIMATE
<br />MOUNDS VIEW BUSINESS PARK
<br />-
<br />PROJECT NO. 86-106
<br />SCHEDULE A - SANITARY SEWER
<br />'1;41
<br />*
<br />PAYMENT 01
<br />ITEM
<br />ESTIMATED
<br />BID
<br />BID *
<br />QUANTITY
<br />AMOUNT
<br />% BID *
<br />APRIL 198E •`
<br />NO.
<br />DESCRIPTION
<br />UNIT
<br />QUANTITY
<br />PRICE
<br />AMOUNT *
<br />TO DATE
<br />TO DATE
<br />AMOUNT *
<br />QUANTITY
<br />AMOUNT
<br />1.
<br />a- PVC, 8-10' DEEP
<br />L.F.
<br />590
<br />s11.35
<br />$6,696.50 *
<br />S00
<br />s9,080.00
<br />135.6% *
<br />800
<br />$9, 080. 00,'_!_
<br />2.
<br />e" PVC, 10-12- DEEP
<br />L.F.
<br />1480
<br />$11.35
<br />$16,798.00 *
<br />750
<br />$8,512.50
<br />50.7% *
<br />750
<br />t8,512.50;R;.
<br />3.
<br />B• PVC, 12-14l DEEP
<br />L.F.
<br />57
<br />114.35
<br />$817. 95 *
<br />113
<br />$1,621.53
<br />198.2% *
<br />113
<br />4.
<br />8* PVC, 14-16% DEEP
<br />L.F.
<br />109
<br />$17.35
<br />$1,891.15 *
<br />38
<br />$659.30
<br />34.9% *
<br />38
<br />$659.30
<br />S.
<br />e" PVC, 16-18' DEEP
<br />L.F.
<br />59
<br />$22.35
<br />$1,318.65 *
<br />60
<br />$1,341.00
<br />101.7% *
<br />60
<br />S1,341.00 1
<br />6.
<br />e" PVC, 18-201 DEEP
<br />L.F.
<br />30
<br />$26.33
<br />$790.50 *
<br />120
<br />$3,162.00
<br />400.0% *
<br />120
<br />$3,162.00.4:
<br />$2,211.30:�.*�i'.
<br />7.
<br />e" PVC. 20-221 DEEP
<br />L.F.
<br />140
<br />$20.35
<br />$3,969.00 *
<br />78
<br />$2,211.30
<br />53.7% *
<br />78
<br />B.
<br />8" PVC, 22-241 DEEP
<br />L.F.
<br />45
<br />32.35
<br />$1, 455. ID *
<br />22
<br />i711.70
<br />4A. �r =
<br />24
<br />.....7Q--i
<br />9.
<br />ill STANDARD MANHOLE
<br />EACH
<br />7
<br />$945.00
<br />$6,615.00 *
<br />6
<br />$5,670.00
<br />05.7% *
<br />6
<br />$5,670.00f
<br />10.
<br />EXTRA DEPTH OVER 8'
<br />V.H.
<br />21
<br />$64.00
<br />$1,344.00 *
<br />33.7B
<br />$2,161.92
<br />160.99 *
<br />33.78
<br />$2,161.92's
<br />11.
<br />CUT INTO EXISTING MK
<br />EACH
<br />1
<br />$6,400.00
<br />$6,400.00 *
<br />1
<br />$6,400.00
<br />300. 0% *
<br />1
<br />15, 400. 00.a_
<br />12.
<br />ROCK STABILIZATION
<br />TON
<br />470
<br />$0.01
<br />$4.70 *
<br />0
<br />$0.00
<br />0.0% ♦
<br />0
<br />$0.00
<br />13.
<br />EXISTINS MH ADJUSTMENTS
<br />L.F.
<br />6
<br />$140.00
<br />$840.00 *
<br />1
<br />$140.00
<br />16.7% 4
<br />1
<br />$140.00 *-�K
<br />14.
<br />TELEVISE SANITARY SEWER
<br />L.F.
<br />2,510
<br />$0.40
<br />$1,004.00 *
<br />0
<br />$0.00
<br />0.0% *
<br />0
<br />so. DO
<br />SUBTOTAL SANITARY SEWER A
<br />$49,945.20 *
<br />$41,671.27
<br />63.4% *
<br />$41,671.27 •_
<br />............
<br />v,........vn
<br />vvvvvvvv*-'
<br />SCHEDULE B - WATERMAIN
<br />-
<br />*
<br />PAYMENT M1
<br />ITEM
<br />ESTIMATED
<br />DID
<br />DID *
<br />QUANTITY
<br />AMOUNT
<br />% BID *
<br />APRIL 1908
<br />'o?i
<br />NO.
<br />DESCRIPTION
<br />UNIT
<br />QUANTITY
<br />PRICE
<br />AMOUt'T *
<br />TO DATE
<br />TO DATE
<br />AMOUNT *
<br />QUANTITY
<br />AMOUNT-.. 7..''
<br />IF
<br />♦
<br />*-
<br />1.
<br />6" DIP, CLASS 52
<br />L.F.
<br />705
<br />$11.00
<br />$7,755.00 *
<br />428
<br />$4,708.00
<br />60.771 ♦
<br />428
<br />14,708.00 *'
<br />-
<br />2.
<br />8" DIP, CLASS 52
<br />L.F.
<br />4,300
<br />$13.35
<br />s57,465.00 *
<br />3282
<br />$43,814.70
<br />76.3% *
<br />3282
<br />$43,814.70 *
<br />3.
<br />f0" DIP, CLASS 52
<br />L.F.
<br />2,135
<br />$15.90
<br />$33,946.50 *
<br />1090
<br />$17,331.00
<br />51.1% *
<br />1090
<br />$17,331.00
<br />4.
<br />12" DIP, CLASS 52
<br />L.F.
<br />1,500
<br />$111.95
<br />$28,425.00 *
<br />1404
<br />628,121.80
<br />98.9% *
<br />1484
<br />$20,121.60
<br />5.
<br />8" GATE VALVE t BOX
<br />EACH
<br />10
<br />11480.00
<br />$4,800.00 *
<br />B
<br />s3,840.00
<br />80.0% *
<br />8
<br />$3,340.00-*-�
<br />6.
<br />10" GATE VALVE 8 DOX
<br />EACH
<br />3
<br />s650. 00
<br />$1,990.00 *
<br />2
<br />$1,300.00
<br />66.7% *
<br />2
<br />t1,300.00 * -
<br />.- - _
<br />rarw
<br />4
<br />$760.00
<br />13,040.00 *
<br />4
<br />$3,040.00
<br />100.0% *
<br />4
<br />$3,040.00, +.
<br />7.
<br />8.
<br />ac- nn o
<br />HYDRANT W/6"GATE VALVE
<br />EACH
<br />20
<br />61, 410. U0
<br />•co,cw.o:. =
<br />15
<br />•'n;7s0.n0
<br />70.0% *
<br />14
<br />$19,740.00 *_
<br />W
<br />9.
<br />FITTINGS
<br />LOS
<br />7,665
<br />$1.00
<br />$7,665.00 *
<br />5770
<br />$5,770.00
<br />75.J% *
<br />3770
<br />so, IIV.
<br />*_
<br />10.
<br />CONNECT TO EXIST WATERMAIN
<br />EACH
<br />3
<br />$325.00
<br />$975.00 *
<br />1
<br />s325.00
<br />33.3% *
<br />1
<br />$323.00
<br />~
<br />It.
<br />12" WET TAP W/TAPPING
<br />EACH
<br />2
<br />$1, 650. 00
<br />*
<br />$3,700.00 *
<br />1
<br />$1,850.00
<br />*
<br />50,09 *
<br />1
<br />$1,850.00
<br />12.
<br />SLEEVE
<br />REMOVE EXISTING WATERMAIN
<br />L.F.
<br />2,0t0
<br />$2.50
<br />$",025.00 •
<br />0
<br />$0.00
<br />0.0% *
<br />0
<br />0
<br />$0.00 •
<br />$0.00 It
<br />13.
<br />ROCK STABILIZATION
<br />TON
<br />830
<br />40.01
<br />$0.30 *
<br />0
<br />$0.00
<br />0.0% *
<br />WATERMAIN B
<br />$182,894.80 *
<br />$129,8440O50'
<br />71.0% *
<br />t129,840.50
<br />SUBTOTAL
<br />....... w. *
<br />............
<br />....u......*
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