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SUBSTANTIAL COIAPLETION DATE
<br />ORIGINAL: 00obot 15, 2011
<br />REVISED:
<br />PARTIAL PAY ESTIMATE 83
<br />FROM: J517 30. 2011
<br />TO: Ao00S126,2011
<br />CONTRACTOR: TA, SCHIFSKY AND SONS
<br />ADDRESS: 2370 E. HIGHWAY 36, NORTH SAINT PAUL, MN 55109
<br />OWNER: CITY OF LITTLE CANADA
<br />PROJECT: 2011 STREET AND UTILITY IMPROVEMENTS
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: $ 733,521.67
<br />REVISED:
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />CITY. UNIT PRICE
<br />THIS PERIOD
<br />CITY. TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />1
<br />2021,601
<br />SCHEDULE 1.0 DIANNA LANE
<br />MOBILIZATION
<br />__...
<br />LS
<br />TREE
<br />1.00 1
<br />22.00
<br />_..
<br />515 000.00
<br />6115.26
<br />__..__.
<br />100
<br />-_____
<br />615000.00
<br />_..
<br />1.00
<br />515 000,00
<br />2101.502
<br />CLEARING
<br />2.00
<br />5230.52
<br />23,00
<br />62650.98
<br />2101.507
<br />GRUBBING
<br />TREE
<br />22.00
<br />93000
<br />0.00
<br />$0,00
<br />21.00
<br />5042.60
<br />2104.501
<br />REMOVE SEWER PIPE (,STORM)
<br />LF
<br />433,00
<br />$714
<br />0.00
<br />60.00
<br />451.00
<br />53434.34
<br />2104501
<br />RE MOVE CONCRETE CURB AND GUTTER
<br />LF
<br />87.00
<br />$2049100,_
<br />518564
<br />9100
<br />518504
<br />2104.505
<br />REMOVE CONCRETE PAVEMENT
<br />5Y
<br />15000
<br />52,04
<br />115.00
<br />6234.60
<br />115,00
<br />5234.60
<br />]
<br />2504.605
<br />REMOVE BITUMINOUS PAVEMENT
<br />5Y
<br />7.22500
<br />5163
<br />5803.00
<br />5945889
<br />7,225.00
<br />511 776.76
<br />8
<br />2104509
<br />REMOVE DRAINAGE STRUCTURE.
<br />EACH
<br />6.00
<br />6153,00
<br />000
<br />5000
<br />600
<br />5918.00
<br />9
<br />2104511
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />LF
<br />130.00
<br />52.00
<br />113.00
<br />5226001 11300
<br />6226.00
<br />10
<br />2104.513
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />340.00
<br />5200
<br />0.00
<br />60.00
<br />0.00
<br />50.00
<br />tt
<br />2104.523
<br />SALVAGE MAILBOX
<br />LS
<br />1.00
<br />650000
<br />0.0D
<br />5000
<br />1.00
<br />550000
<br />12
<br />2104.523
<br />SALVAGE DRIVEWAY PAVERS
<br />SF
<br />590.00
<br />61,00
<br />225.00
<br />5225.00
<br />22500
<br />$225.00
<br />13
<br />2104.523
<br />SALVAGE & REINSTALL LANDSCAPING
<br />SF
<br />1.175,00
<br />61.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2104.523
<br />SALVAGE LIGHT POLE
<br />EACH
<br />1,00
<br />5250.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />COMMON EXCAVATION (P)
<br />CY
<br />2300.00
<br />510.20
<br />1,330.00
<br />513566.00
<br />1330.00
<br />513.56600
<br />_2105.501
<br />2105.501
<br />POND EXCAVATION (RAINWATER GARDEN)
<br />CY
<br />212.00
<br />514.28
<br />0.00
<br />60.00
<br />0.00
<br />50.00
<br />2105.522
<br />SELECT GRANULAR BORROW(CV)
<br />CY
<br />256000
<br />515.61
<br />1.050.00
<br />525 878.60
<br />1860.00
<br />528,878.50
<br />2105.525
<br />TOPSOIL BORROW
<br />CY
<br />46000
<br />613,52
<br />0.00
<br />60.00
<br />0,00
<br />50.00
<br />2105,604
<br />GEOTEXTILE FABRIC
<br />7,370.00
<br />62.04
<br />6,355,00
<br />512.964.20
<br />6355,00
<br />012904.20
<br />20
<br />212361
<br />EXPLORATORY 0000140
<br />HR
<br />10.00
<br />6455.00
<br />5.50
<br />52.667.50
<br />6.00
<br />52910.00
<br />®
<br />2211501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />4,850.00
<br />510.00
<br />282x26
<br />520,242.60
<br />2920.51
<br />520„.205,10
<br />CALCIUM CHLORIDE
<br />22
<br />2131.602
<br />GAL
<br />6001
<br />000
<br />50.00
<br />2600,00
<br />525.00
<br />23
<br />MILL BITUMINOUS PAVEMENT _,.,.
<br />SY
<br />_1700.00
<br />,,.__._..
<br />510.00
<br />_........._
<br />5000
<br />0.00
<br />24
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />55000
<br />650,00
<br />0.00
<br />50.00
<br />000
<br />50.00
<br />25
<br />2350,501
<br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />40.00
<br />6125.00
<br />0,00
<br />60.00
<br />000
<br />50.00
<br />28
<br />2350502
<br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />700.00
<br />66700
<br />0.00
<br />50,00
<br />0,00
<br />50.00
<br />2501.602
<br />15' FLARED END SECTION W?RASHGUARD
<br />EACH
<br />100
<br />5935.40
<br />0.00
<br />50,00
<br />1.00
<br />6930,40
<br />2502,541
<br />4" PERF PE PIPE DRAIN WISOCK
<br />LE
<br />6270
<br />2,748.00
<br />2748.00 _
<br />0]119,60
<br />2503.541
<br />12" RC PIPE SEWER DES 3006. CID
<br />IS
<br />15100
<br />524.48
<br />0.00
<br />50.00
<br />17200
<br />54,210.56
<br />30
<br />2503.541
<br />15" RC PIPE SEWER DES 2006. CIV
<br />LF
<br />118.00
<br />526.62
<br />0.00
<br />50.00
<br />135.00
<br />53500.20
<br />31
<br />2503.641
<br />18" RC PIPE SEWER DES 3006, CLIII
<br />LF
<br />1.08100
<br />527.54
<br />0.00
<br />60.00
<br />1,10300
<br />530376.62
<br />32
<br />2503.541
<br />21" RC PIPE SEWER DES 3000. CLIII
<br />LF
<br />308.00
<br />530,60
<br />0.00
<br />50.00
<br />313.00
<br />59577.80
<br />53
<br />2603.541
<br />24" RC PIPE SEWER DES 3006 CLIII
<br />LF
<br />4.00
<br />654.06
<br />000
<br />5000
<br />0.00
<br />6000
<br />34
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />1.00
<br />691800
<br />000
<br />50.00
<br />1.00
<br />591800
<br />35
<br />2505.602
<br />INSTALL NEW SANITARY AIR RELEASE VALVE
<br />EACH
<br />100
<br />63,01920
<br />0.00
<br />60.00
<br />000
<br />50.00
<br />30
<br />2503.600
<br />4' PVC SERVICE PIPE 501140
<br />LF
<br />80.00
<br />617.34
<br />0.00
<br />50.00
<br />0.00
<br />5000
<br />37
<br />2504.602
<br />RELOCATE WATER SERVICE
<br />EACH
<br />2.0D
<br />51,479.00
<br />0.00
<br />50.00
<br />1.00
<br />51475.00
<br />38
<br />2504.602
<br />ADJUST HYDRANT
<br />LF
<br />1,50
<br />5418.20
<br />0.00
<br />50.00
<br />0.00
<br />5000
<br />39
<br />2504602
<br />ADJUST VALVE BOX
<br />EACH
<br />3.00
<br />5275.40
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />40
<br />2504603
<br />1" TYPE K COPPER PIPE
<br />LF
<br />80.00
<br />522.44
<br />8.00
<br />5179.52
<br />12.00
<br />6266.28
<br />41
<br />2504.604
<br />WATERMAIN INSULATION
<br />SY
<br />4,00
<br />518.38
<br />16.00
<br />529376
<br />17.00
<br />5312.12
<br />42
<br />2506.502
<br />CORST DRAINAGE STRUCTURE DESIGN SPECIAL 24 0(36
<br />EACH
<br />7,00
<br />51 346.40
<br />0.00
<br />5000
<br />8.00
<br />510 771.20
<br />2
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