|
SUBSTANTIAL COMPLETION DATE
<br />ORIGINAL: October 15, 2011
<br />REVISED:
<br />PARTIAL PAY ESTIMATE 04
<br />FROM August 27, 2011
<br />TO: September 29. 2011
<br />CONTRACTOR: T A. SCHIFSKY AND SONS
<br />ADDRESS: 3370 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: 5 733.521.07
<br />REVISED:
<br />TEM
<br />NO.
<br />ITEM DESCRIPTION
<br />UNIT
<br />' ORIGINAL CONTRACT
<br />OTY. UNIT PRICE
<br />THIS PERIOD
<br />01M. TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />2
<br />SCHEDULE 1.0 DIANNA LANE
<br />_....
<br />1
<br />_.._.
<br />2021501
<br />_ _............___ -..
<br />MOBILIZATION
<br />LS
<br />1.02
<br />615,000.00
<br />_......
<br />0.00
<br />50.00
<br />1.00
<br />515.00000
<br />2
<br />2101.502
<br />CLEARING
<br />TREE
<br />22.00
<br />6115.26
<br />0.00
<br />50.00
<br />2200
<br />62650.98
<br />3
<br />2101,507
<br />GRUBBING
<br />TREE
<br />22.00
<br />530.60
<br />0.00
<br />50.00
<br />21,00
<br />564260
<br />4
<br />2104.501
<br />REMOVE SEWER PIPE (STORM)
<br />LF
<br />933.00
<br />57.14
<br />0.00
<br />50.00
<br />481,00
<br />53 434.34
<br />0
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />1.0_
<br />_ 87.00
<br />62,04
<br />60,00
<br />9100518569
<br />6
<br />2109.505
<br />REMOVE CONCRETE PAVEMENT
<br />SY
<br />150.00
<br />62.04
<br />0,00
<br />60.00
<br />1,5.00
<br />6234.60
<br />7
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />7225,00
<br />51,63
<br />0.03
<br />60.00
<br />7,225.00
<br />511,770.75
<br />0
<br />2104,509
<br />REMOVE DRAINAGE STRUCTURE
<br />EACH
<br />6.00
<br />5153.00
<br />0.00
<br />50.00
<br />6.00
<br />591800
<br />9
<br />2104,511
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />LF
<br />130.00
<br />9260
<br />0.00
<br />60.00
<br />113.00
<br />622600
<br />(0
<br />2104.513
<br />SAW CUT BITUMANOUS (PULL DEPTH)
<br />LF
<br />340,00
<br />62.00
<br />59.00
<br />611800
<br />5900
<br />5118.00
<br />11
<br />2104.523
<br />SALVAGE MAILBOX
<br />.6
<br />1.00
<br />9500.00
<br />0.00
<br />5000
<br />1.00
<br />5500.00
<br />12
<br />2104,523
<br />SALVAGE DRIVEWAY PAVERS
<br />SF
<br />590.00
<br />51.00
<br />59.00
<br />559,00
<br />20400
<br />5284.00
<br />633J
<br />2104.523
<br />SALVAGE S REINSTALL LANDSCAPING
<br />SF
<br />1175.00
<br />61.00
<br />0.00
<br />50.00
<br />000
<br />60.00
<br />14
<br />2104.523
<br />SALVAGE LIGHT POLE
<br />EACH
<br />1,00
<br />6250.00
<br />0.00
<br />50.00
<br />0.00
<br />10.00
<br />15
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />CY
<br />2.300.00
<br />610.20
<br />130500
<br />61531100
<br />2,635.00
<br />52,0877,00
<br />16
<br />2105.501
<br />POND EXCAVATION (RAINWATER GARDEN)
<br />CY
<br />212.00
<br />61428
<br />0.00
<br />5000
<br />0.00
<br />6000
<br />17
<br />2105.522
<br />SELECT GRANULAR BORROW (CV)
<br />CY
<br />256000
<br />81561
<br />311.00
<br />94,854 .71
<br />2161.00
<br />533,733.21
<br />18
<br />2105.525
<br />TOPSOIL BORROW
<br />CY
<br />460.00
<br />613.52
<br />80.00
<br />51,081,60
<br />60.013
<br />51081,60
<br />19
<br />609
<br />GEOTEXTJl
<br />SY
<br />7,370.0D
<br />62.04
<br />935.00
<br />$1.907.40
<br />7290.00
<br />514,871.60
<br />20
<br />_.2
<br />2123.81
<br />.FEB§g1,__,_,,.,,,,,,_„
<br />EXPLORATORY DIGGING
<br />HR
<br />10.00
<br />6485.00
<br />0.00
<br />50.00
<br />6.00
<br />52,010.00
<br />21
<br />2211.601
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />4850.00
<br />810.00
<br />65368
<br />5653880
<br />3,574.39
<br />635.793,90
<br />22
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />1700.00
<br />60.01
<br />0.00
<br />6000
<br />2500.00
<br />525.00
<br />23
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT .
<br />24
<br />2350,501
<br />TYPE. MV4 WEAR COURSE MIXTURE
<br />TON
<br />550.00
<br />558.00
<br />0.00
<br />60.00
<br />0.00
<br />6060
<br />25
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />40.00
<br />9125.00
<br />0.00
<br />60.00
<br />0.00
<br />50.00
<br />26
<br />2350.602
<br />TYPE LV3 NON WEARING COURSE MIXTURE (BASEL
<br />TON
<br />700.00
<br />65700
<br />69153
<br />939.417.21
<br />691.53
<br />939.417.21
<br />27
<br />2501.602
<br />15" FLARED END SECTIONWRRASHGUARD
<br />EACH
<br />1.00
<br />5935.40
<br />OM
<br />60.00
<br />1.00
<br />693840
<br />28
<br />9" PERF PE PIPE DRAINWISOCK
<br />$2.70
<br />610.0D
<br />$1)2700
<br />3,25000
<br />58,796.60
<br />29
<br />.2502.591
<br />2503.541
<br />_ _J_LF
<br />12" RC PIPE SEWER DES 3000, CLV LF
<br />_3.600.00
<br />151.00
<br />_..
<br />624.48
<br />0.00
<br />„
<br />60.00
<br />02.00
<br />54,210.56
<br />30
<br />2503.541
<br />15' RC PIPE SEWER DOS 3006 CLV
<br />1.0
<br />11800
<br />826.52
<br />000
<br />60,00
<br />135.00
<br />63,580,20
<br />31
<br />2503.541
<br />18" RC APE SEWER DES 3006 CLIII
<br />10
<br />1.061 OD
<br />527.54
<br />0.00
<br />90.00
<br />1103,00
<br />530,376.62
<br />32
<br />2503.541
<br />21" R0 PIPE SEWER DES 3006. CLIII
<br />LF
<br />308.00
<br />930.60
<br />0.00
<br />60.00
<br />313.00
<br />59,57780
<br />33
<br />2503.591
<br />24" RC PIPE SEWER DES 3006, 01II
<br />1.0
<br />30D
<br />954.06
<br />0.00
<br />90.00
<br />0.00
<br />6000
<br />34
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />1.00
<br />6918.00
<br />0,00
<br />50.00
<br />100
<br />5918.00
<br />35
<br />2503.602
<br />INSTALL NEW SANITARY AIR RELEASE VALVE
<br />EACH
<br />1.00
<br />53.019.20
<br />0.00
<br />60.03!
<br />000
<br />90.00
<br />36
<br />2503.603
<br />4' PVC SERVICE PIPE SCH 40
<br />1.0
<br />00.00
<br />617.34
<br />0.00
<br />60.00
<br />0.00
<br />50.00
<br />37
<br />2504 602
<br />RELOCATE WATER SERVICE
<br />EACH
<br />2.00
<br />51 479.00
<br />0.00
<br />90.00
<br />1.00
<br />61.479.00
<br />38
<br />2504.602
<br />ADJUST HYDRANT
<br />LF
<br />1.50
<br />5418.20
<br />0.00
<br />50.00
<br />00D
<br />50.02
<br />39
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />3.00
<br />5275.40
<br />0.00
<br />50.00
<br />0.00
<br />60.00
<br />40
<br />2504.603
<br />1" TYPE K COPPER PIPE
<br />LF
<br />80.00
<br />522.44
<br />0,00
<br />60.00
<br />12.00
<br />5269.20
<br />41
<br />2504.604
<br />WATERMAIN INSULATION
<br />SY
<br />4.00
<br />616.36
<br />0.00
<br />60.00
<br />1 7.00
<br />9312.12
<br />42
<br />3506.502
<br />CONST DRAINAGE STRUCTURE DEBIGN SPECIAL 24'036"
<br />EACH
<br />7.00
<br />51 346.90
<br />0.00
<br />60.00
<br />8.00
<br />310.771.20
<br />2
<br />
|