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PARTIAL PAY ESTIMATE 86
<br />FROM: September 30. 2006
<br />TO: Febniau 20. 2007
<br />CONTRACTOR: T.A. SCHIFSKY AND SONS
<br />ADDRESS: 2370 E. HIGHWAY 36. NORTH SAINT PAUL. MN 55109
<br />OWNER: CITY OF LITTLE CANADA
<br />PROJECT: 2006 STREET RECONSTRUCTION
<br />COMPLETION DATE
<br />ORIGINAL: August 31, 2006
<br />REVISED:
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: $1,169,807.47
<br />REVISED:
<br />REM
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<br />LS
<br />0.00
<br />1
<br />2021501
<br />MOBILIZATION
<br />1.00
<br />524,00000
<br />00.00
<br />1.00
<br />521,000.00
<br />2
<br />2101.502
<br />CLEAR
<br />TREE
<br />1.00
<br />0375.00
<br />0.00
<br />00.00
<br />0.00
<br />00.00
<br />3
<br />2101.507
<br />GRUB
<br />TREE
<br />1.00
<br />0375.00
<br />0.00
<br />00.00
<br />0.00
<br />00.00
<br />4
<br />2104001
<br />REMOVE SEVVER PIPE (STORM)
<br />LF
<br />167.00
<br />01020
<br />0.0
<br />$0.00
<br />168.00
<br />51,71080
<br />5
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />480.00
<br />$2.20
<br />0.00
<br />50.00
<br />436.00
<br />0959.20
<br />6
<br />2104.503
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />SF
<br />255.00
<br />52.20
<br />0.00
<br />50.00
<br />370.00
<br />5814.00
<br />7
<br />2104 503
<br />REMOVE CONCRETE PAD
<br />SF
<br />96.00
<br />$2.20
<br />0.00
<br />50.00
<br />70.00
<br />0154.00
<br />8
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />4,700.00
<br />02.00
<br />0.00
<br />50.00
<br />4,700 00
<br />59 400.00
<br />9
<br />2104.509
<br />REMOVE MANHOLE OR CATCH BASIN
<br />EACH
<br />2.00
<br />5123.42
<br />0.00
<br />50.00
<br />3.00
<br />5370.28
<br />10
<br />2104.509
<br />REMOVE SIGN
<br />EACH
<br />15.00
<br />580.00
<br />0.00
<br />50.00
<br />8.00
<br />5640.00
<br />11
<br />2104.509
<br />REMOVE HYDRANT
<br />EACH
<br />4.00
<br />5193.68
<br />0.00
<br />50.00
<br />4.00
<br />51 574.72
<br />12
<br />2104.511
<br />AW CUT BITUMINOUS (FULL DEP1-2
<br />LF
<br />52000
<br />$3.90
<br />0.00
<br />$070
<br />MOO
<br />828520
<br />13
<br />2104.513
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />LF
<br />34.00
<br />$4.90
<br />0.00
<br />60.00
<br />34.00
<br />0166.60
<br />14
<br />2104.523
<br />SALVACE MAILBOX
<br />EACH
<br />18.00
<br />0150.00
<br />10.00
<br />0150800
<br />28.00
<br />54 200.00
<br />15
<br />2104.523
<br />SALVAGE SIGN
<br />EACH
<br />2.00
<br />$15000
<br />0.00
<br />$0.00
<br />200
<br />$30000
<br />16
<br />2105.501
<br />COMMCN EXCAVATION (PL,
<br />CY
<br />1,570.00
<br />58.50
<br />0.00
<br />00.00
<br />013 345.00
<br />17
<br />2105.521
<br />SELECT GRANU1AR BORROW (CV)
<br />CY
<br />1,700.00
<br />$10.25
<br />0.00
<br />00.00
<br />_2,570.00
<br />1500,00
<br />017 425.00
<br />18
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />2000.00
<br />$1.10
<br />0.00
<br />50.00
<br />0.00
<br />00.00
<br />19
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />2200.00
<br />515.90
<br />0.00
<br />5000
<br />1,954.83
<br />531,081.80
<br />20
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />75.00
<br />5600
<br />0.00
<br />$0.00
<br />0.00
<br />50.00
<br />21
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />500,00
<br />047.50
<br />0.00 50.00
<br />0.00
<br />50.00
<br />22
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />40.00
<br />$100.00
<br />0.00F
<br />60.00
<br />55.97
<br />05,597.00
<br />23
<br />2350.502
<br />TYPE SP NON WEARING COURSE MIXTUR88BASE)
<br />TON
<br />500.00
<br />546.50
<br />0.00
<br />$0.00
<br />43088
<br />520,459.07
<br />24
<br />2502.541
<br />-INCH PERE PE PIPE DRAIN
<br />LF
<br />1 700.00
<br />012.50
<br />0.00
<br />50.00
<br />1,120.00
<br />514 000.00
<br />25
<br />2503 541
<br />12" RC PIPE SEWER DOS 3006,00V
<br />49
<br />130.00
<br />530.60
<br />0.00
<br />50.00
<br />122.00
<br />58533.20
<br />26
<br />2503.541
<br />5" RC PIPE SEWER DES 3006, CLV
<br />LF
<br />550.00
<br />530.60
<br />0.00
<br />50.00
<br />550.00
<br />518830.00
<br />27
<br />2503.541
<br />8" RC PIPE SEWER DES 3006, 01.111
<br />LF
<br />38800
<br />532.64
<br />0.00
<br />50 00
<br />394.00
<br />512,660.16
<br />28
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />1.00
<br />5359.04
<br />0.00
<br />60.00
<br />1.00
<br />0359.04
<br />29
<br />2504002
<br />INSTALL HYDRANT AND VALVE
<br />600H
<br />4.00
<br />54,080.00
<br />0.00
<br />$0.00
<br />4.00
<br />518,320.00
<br />30
<br />2504.602
<br />ADJUST GATE VALVE AND 00X
<br />EACH
<br />1.00
<br />5200.00
<br />0.00
<br />$0.00
<br />1.00
<br />5200.00
<br />31
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />3.00
<br />S180.00
<br />0.00
<br />50.00
<br />4.00
<br />5720.00
<br />32
<br />2504.602
<br />" CURB STOP AND BOX
<br />EACH
<br />1.00
<br />5370 26
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />33
<br />2504.603
<br />' TYPE K COPPER PIPE
<br />LF
<br />40.00
<br />521.42
<br />0.00
<br />60.00
<br />0.00
<br />50.00
<br />34
<br />2506.502
<br />CDNST DRAINAGE STRUCTURE DESIGN SPECIAL 24"X36"
<br />EACH
<br />4.00
<br />01 734.00
<br />0.00
<br />50.00
<br />4.00
<br />06,936.00
<br />35
<br />2506.502
<br />ONST ()RAVAGE STRUCTURE DESIGN 48-4020
<br />EACH
<br />5.00
<br />81938.00
<br />0.00
<br />50.00
<br />5.00
<br />09,690.00
<br />36
<br />2506.502
<br />ONST DRAINAGE STRUCTURE SPECIAL 557'D00)
<br />EACH
<br />1.00
<br />-
<br />51828.00
<br />0.00
<br />MOO
<br />1.00
<br />51,421600
<br />37
<br />2506.516
<br />CASTING ASSEMBLY
<br />EACH
<br />5,00
<br />5255.00
<br />0,00
<br />50.00
<br />400
<br />51,020 00
<br />38
<br />2521.501
<br />CONC CONCRETE PAD (6" THICK)._
<br />SF
<br />100.00
<br />54.40
<br />0.00
<br />50.00
<br />64.00
<br />5281.60
<br />39
<br />2521.501
<br />CONCRETECURB& GUTTER DESIGN 0618
<br />LF
<br />2,680.00
<br />1._ 59.50
<br />0.00
<br />5000
<br />2,595.00
<br />524,652.50
<br />40
<br />2531.507
<br />CONCRETE DRIVEWAY PAVEMENT
<br />SY
<br />25.00
<br />0 540.00
<br />0.00
<br />50.00
<br />40.00
<br />51,600.00
<br />41
<br />2531 507
<br />CONCRETE DRIVEWAY APRON (6" THICK)
<br />SY
<br />120.00
<br />540.00
<br />0.00
<br />SOLO
<br />118.00
<br />84,72000
<br />42
<br />2531.507
<br />CONCRETE DRIVEWAY APRON IT=HICK)
<br />SY
<br />80.00
<br />S46.00
<br />aoo
<br />5000
<br />79.00
<br />53,634.00
<br />43
<br />2540.602
<br />INSTALL SALVAGED MAILBOX
<br />EACH
<br />18.00
<br />5135.00
<br />10.00
<br />51
<br />28.00
<br />$3,780.00
<br />44
<br />2583.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />51 000.00
<br />0.00
<br />,350.00
<br />50.00
<br />1.00
<br />51,000.00
<br />45
<br />2564.531
<br />F 8 I SIGN PANEL
<br />SF
<br />58.00
<br />531.00
<br />0.00
<br />50.00
<br />58.00
<br />51 798 00
<br />46
<br />2564.536
<br />INSTALL SALVAGED SIGN
<br />EACH
<br />2.00
<br />5150.00
<br />0.00
<br />0000
<br />2.00
<br />5300.00
<br />47
<br />2564002
<br />F 8 I SIGN POST
<br />EACH
<br />259
<br />0100.00
<br />2.00
<br />5200.00
<br />200
<br />5200.00
<br />48
<br />2573.502
<br />SILT FENCE TYPE MACHINE SLICED
<br />LF
<br />100.00
<br />5220
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />49
<br />2573.530
<br />INLET PROTECTION...(W1M002
<br />EACH
<br />10.00
<br />617500
<br />0.00
<br />5000
<br />800
<br />$1,400.00
<br />50
<br />2573.530
<br />INLET PROTE0T1081.85TRUCTURE W70 CASTINg_
<br />EACH
<br />10.00
<br />5175 00
<br />0.00
<br />50.00
<br />8.00
<br />51,400.00
<br />51
<br />SPEC
<br />INLET SEDIMENT REMOVAL (W1MCOL
<br />EACH
<br />20.00
<br />$100.00
<br />7.00
<br />5700.00
<br />17.00
<br />81,700.00
<br />52
<br />SPEC
<br />SEDIMENT REMOVAL BACKHOE
<br />HR 2.00
<br />5140.00
<br />0.00
<br />0020
<br />0.00
<br />50.00
<br />53
<br />SPEC
<br />STC 3800 STORMCEPTOR
<br />EACH
<br />1.00
<br />53182000
<br />0.00
<br />50.00
<br />1.00
<br />55100530
<br />54
<br />SPEC
<br />GRADATION TEST, CLASS 5
<br />EACH
<br />1.00
<br />5j35.40
<br />0.00
<br />$500
<br />0.00
<br />50 00
<br />55
<br />SPEC
<br />PROCTOR TEST CLASS 5
<br />EACI-2_,_ 1.00
<br />613060
<br />0.00
<br />60.00
<br />0.00
<br />00.00
<br />56
<br />SPEC
<br />PROCTOR TEST, CLASS 5
<br />EACH
<br />2.00
<br />5138.60
<br />0.00
<br />S0.00
<br />0.00
<br />50.00
<br />57
<br />SPEC
<br />DENSITY TEST, INPLACE
<br />EACH
<br />20.00
<br />646.20
<br />0.00
<br />00.00
<br />BOO
<br />6277.20
<br />58
<br />SPEC
<br />CONCRETE TESTING
<br />EACH 6.00
<br />5145.20
<br />0.00
<br />60.00
<br />2.00
<br />5290.40
<br />59
<br />SPEC JIBITUMINOUS
<br />CORE DENSITY
<br />EACH 6.00
<br />5100.00
<br />0.00
<br />00.00
<br />2.65
<br />5265.00
<br />SCHEDULE
<br />9.9' RUTH STREET - TOTAL
<br />53 750.00
<br />5292.880.55
<br />
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