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SUBSTANTIAL COMPLETION DATE
<br />ORIGINAL:
<br />REVISED:
<br />PARTIAL PAY ESTIMATE 83
<br />FROM: June 30, 2012
<br />TO: July 27, 2012
<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: 2012 MILL & OVERLAY IMPROVEMENTS
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: 5 402,58393
<br />REVISED:
<br />ITEM
<br />NO.
<br />ITEM
<br />DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />CITY. UNIT PRICE
<br />THIS PERIOD
<br />OTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />OTY, TOTAL PRICE
<br />0.00
<br />SCHEDULE 1.0 - ROSEWOOD DRIVE
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />54000.00
<br />0.00
<br />50.00
<br />100
<br />54000.00
<br />2
<br />2104.505
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />420.00
<br />5361
<br />0.00
<br />50.00
<br />501.00
<br />51808.61
<br />3
<br />2104.523
<br />SALVAGE & REINSTALL MAILBOX
<br />EACH
<br />2.00
<br />587.65
<br />1.00
<br />587.55
<br />100
<br />587.55
<br />4
<br />2105.501
<br />COMMON EXCAVATION
<br />CY
<br />67.00
<br />614,42
<br />0.00
<br />60.00
<br />0.00
<br />80.00
<br />5
<br />2105.525
<br />TOPSOIL BORROW
<br />CY
<br />20.00
<br />525.75
<br />0.00
<br />60.00
<br />10.00
<br />5257.50
<br />6
<br />2112.604
<br />BASE PREPARATION
<br />SY
<br />1.950.00
<br />53.09
<br />0.00
<br />50,00
<br />1,950.00
<br />56,025,50
<br />7
<br />2123,61
<br />EXPLORATORY DIG 'WM FITTING"
<br />EACH
<br />1.00
<br />5721,00
<br />0.0D
<br />80.00
<br />0.00
<br />60.00
<br />8
<br />2231.604
<br />BITUMINOUS PATCH SPECIAL
<br />SY
<br />350.00
<br />612.00
<br />0.00
<br />50.00
<br />000
<br />5000
<br />9
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />1,525.00
<br />52.50
<br />0.00
<br />S0,00
<br />1,525.00
<br />53.812.50
<br />10
<br />2331.604
<br />FULL DEPTH RECLAMATION
<br />SY
<br />1,95000
<br />61.95
<br />0.00
<br />50.00
<br />1,950.00
<br />53,80250
<br />11
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />4.00
<br />5185.00
<br />5,01
<br />5926,85
<br />5.01
<br />6926.85
<br />12
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />430.00
<br />565,90
<br />389.74
<br />525,683.87
<br />38974
<br />525 683.87
<br />13
<br />2350.501
<br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />. 250.00
<br />56590
<br />0,00
<br />50,00
<br />220.14
<br />514,507,23
<br />14
<br />2504.602
<br />"WM FITTING" BOLT REPLACEMENT
<br />FITTING
<br />1,00
<br />5690,00
<br />0.00
<br />80.00
<br />0.00
<br />50.00
<br />15
<br />2506.522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />1.00
<br />5824.00
<br />0.00
<br />50,00
<br />100
<br />582600
<br />16
<br />2506.602
<br />REPLACE STRUCTURE RINGS
<br />EACH
<br />5.00
<br />5342.99
<br />0,00
<br />60.00
<br />8.00
<br />52,743,92
<br />17
<br />2506.602
<br />REGROUT MANHOLE RINGS & CASTING
<br />EACH
<br />5,00
<br />687.55
<br />0.00
<br />60.00
<br />2.00
<br />6175.10
<br />18
<br />2506.602
<br />REGROUT MANHOLE INVERT B DOGHOUSE
<br />MH
<br />3.00
<br />8300.00
<br />0.00
<br />50,00
<br />3.00
<br />6900.00
<br />19
<br />2531,501
<br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE
<br />LF
<br />420.00
<br />814.42
<br />0.00
<br />50.00
<br />501.00
<br />5722442
<br />20
<br />2531.507
<br />CONCRETE PATCH SPECIAL
<br />SF
<br />6.00
<br />610.30
<br />0.00
<br />50.00
<br />22,50
<br />5231.75
<br />21
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />6262.65
<br />0,00
<br />50.00
<br />1.00
<br />5262.65
<br />22
<br />2573.53
<br />INLET PROTECTION (WIMCO)
<br />EACH
<br />7.00
<br />5169,95
<br />0.00
<br />S0.00
<br />10.00
<br />61,699.50
<br />23
<br />2573.607
<br />ROADWAY ROCK CHECK DAM
<br />CY
<br />20.00
<br />656.65
<br />0.00
<br />50.00
<br />14.15
<br />5801.60
<br />24
<br />2575.604
<br />SEEDING (TYPE 270)
<br />5Y
<br />140.00
<br />55.15
<br />0.00
<br />50.00
<br />000
<br />5000
<br />25
<br />SPEC
<br />GRADATION TEST, CLASS 5
<br />EACH
<br />1.00
<br />592.70
<br />0.00
<br />6000
<br />1.00
<br />592.70
<br />26
<br />SPEC
<br />PROCTOR TEST, CLASS 5
<br />EACH
<br />1.00
<br />62515
<br />1.00
<br />525.75
<br />1,00
<br />625.75
<br />27
<br />SPEC
<br />DENSITY TEST IN PLACE
<br />EACH
<br />2.00
<br />525.75
<br />0.00
<br />50.00
<br />000
<br />60.00
<br />20
<br />SPEC
<br />CONCRETE TESTING, CYLINDERS (SET OF 3)
<br />EACH
<br />2.00
<br />592,70
<br />0.00
<br />50.00
<br />1.00
<br />592.70
<br />29
<br />SPEC
<br />NUCLEAR BITUMINOUS DENSITY
<br />EACH
<br />6.00
<br />525.75
<br />0.00
<br />60.00
<br />2.00
<br />551.50
<br />30
<br />SPEC
<br />EXTRACTIONIGRADATION
<br />EACH
<br />2.00
<br />6123.60
<br />0,00
<br />50.00
<br />1.00
<br />$12360
<br />31
<br />SPEC
<br />AIR VOIDS
<br />EACH
<br />2.00
<br />612360
<br />0.00
<br />60.00
<br />1.00
<br />5123.60
<br />SCHEDULE 1.0- ROSEWOOD DRIVE -TOTAL 526,724 02 576,284.89
<br />SCHEDULE 20 - PARK STREET
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />54,500,00
<br />0.00
<br />80.00
<br />1.00
<br />84,500.00
<br />2
<br />2104.501
<br />REMOVE SEWER PIPE (STORM)
<br />LF
<br />40.00
<br />516.48
<br />0.00
<br />50.00
<br />40.00
<br />5659.20
<br />3
<br />2104.505
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />520.00
<br />53.66
<br />0,00
<br />5000
<br />455.0D
<br />51,66530
<br />4
<br />2104.521
<br />REMOVE MANHOLE OR CATCHBASIN
<br />EACH
<br />4.00
<br />5489.25
<br />0.00
<br />00.00
<br />4.00
<br />51,957.00
<br />5
<br />2105.525
<br />TOPSOIL BORROW
<br />CY
<br />25.00
<br />518.54
<br />0.00
<br />80.00
<br />9.90
<br />5183.55
<br />6
<br />2123.61
<br />EXPLORATORY DIG "WM FITTING"
<br />EACH
<br />1.00
<br />51,236.00
<br />0.00
<br />50.00
<br />0.00
<br />5000
<br />7
<br />2231.604
<br />BITUMINOUS PATCH SPECIAL
<br />SY
<br />435.0D
<br />512.50
<br />0.00
<br />5000
<br />0.00
<br />5000
<br />8
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />4160.00
<br />51,49
<br />0.00
<br />50.00
<br />4,160.00
<br />86198.40
<br />9
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />4.00
<br />5165.00
<br />0.00
<br />5000
<br />5.36
<br />886940
<br />10
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />550.00
<br />56500
<br />0.00
<br />50.00
<br />542.79
<br />53528135
<br />
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