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COMPLETION DATE
<br />ORIGINAL: November 1, 2007
<br />REVISED:
<br />PARTIAL PAY ESTIMATE 41
<br />FROM: June 1, 2007
<br />TO: June 29. 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: 2007 STREET RECONSTRUCTION
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: 5 1,230,977.22
<br />WITH ALTERNATES: 5 1.203.917.22
<br />ITEM
<br />NO.
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />QTY, UNIT PRICE
<br />THIS PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />$CHEDIZLE 1.0
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />39000.00
<br />0.00
<br />50.00
<br />0.00 60.00
<br />2 1
<br />2101.501
<br />CLEARING
<br />SF
<br />8358.00
<br />0.06
<br />0.00
<br />60.00
<br />0.00 50.00
<br />3
<br />2101.502
<br />CLEAR
<br />TREE
<br />94.00
<br />82.40
<br />36.00
<br />52966.40
<br />36.001 52,966.40
<br />4
<br />2101.506
<br />GRUBBING
<br />SF
<br />8358.00
<br />0.06
<br />0.00
<br />60.00
<br />0.00
<br />$0.00
<br />5
<br />2101.507
<br />GRUB 1
<br />TREE
<br />94.00
<br />19.57
<br />4.00
<br />678.28
<br />4.00
<br />578,28
<br />6
<br />2104.501
<br />REMOVE SEWER PIPE (STORM)
<br />LF
<br />303.00
<br />6.13
<br />6.00
<br />536.78
<br />6.00
<br />636.78
<br />7
<br />2104.501
<br />REMOVE SANITARY SERVICE PIPE
<br />LF
<br />280.00
<br />6.82
<br />0.00
<br />60.00
<br />0.00
<br />50.00
<br />8
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />1,848.00
<br />1.25
<br />216,00
<br />6270,00
<br />216.00
<br />6270.00
<br />9
<br />2104.501
<br />REMOVE WOOD FENCE
<br />LF
<br />92.00
<br />5.00
<br />72.00
<br />6360.00
<br />72,00
<br />6360.00
<br />10
<br />2104.503
<br />REMOVE W000 RETAINING WALL
<br />SF
<br />350.00
<br />5.00
<br />0,00
<br />50,00
<br />0.00
<br />60,00
<br />11
<br />2104.505
<br />REMOVE CONCRETE PAVEMENT
<br />SY
<br />960.00
<br />2.20
<br />0.00
<br />60,00
<br />0.00
<br />50.00
<br />12
<br />2104.505
<br />REMOVE CONCRETE SIDEWALK
<br />SY
<br />6.00
<br />10.00
<br />0.00
<br />50.00
<br />0,00
<br />50.00
<br />13
<br />2104.505
<br />REMOVE CONCRETE PAD
<br />SY
<br />212.00
<br />2.20
<br />0.00
<br />60.00
<br />0.00
<br />50.00
<br />14
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />19.810.00
<br />1.84
<br />8529.00
<br />515.693,36
<br />8.529,00
<br />615.693.36
<br />15
<br />2104.509
<br />REMOVE MAILBOX
<br />EACH
<br />2.00
<br />51.50
<br />0.00
<br />60,00
<br />0.00
<br />60.00
<br />16
<br />2104.509
<br />REMOVE SIGN
<br />EACH
<br />37.00
<br />20.60
<br />10,00
<br />6206.00
<br />10.00
<br />5206.00
<br />17
<br />2104,509
<br />REMOVE HYDRANT
<br />EACH
<br />3,00
<br />931.72
<br />0.00
<br />60.00
<br />0.00
<br />50.00
<br />18
<br />2104,509
<br />REMOVE LIGHTPOLE
<br />EACH
<br />10.00
<br />346.44
<br />0.00
<br />60.00
<br />0.00
<br />60.00
<br />19
<br />2104,509
<br />REMOVE CONCRETE BOLLARD
<br />EACH
<br />3.00
<br />82.40
<br />1.00
<br />$82.40
<br />1.00
<br />382.40
<br />20
<br />2104,509
<br />REMOVE DRAINAGE STRUCTURE
<br />EACH
<br />5.00
<br />245.30
<br />1.00
<br />6245.30
<br />1.00
<br />5245.30
<br />21
<br />2104.511
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />1.281 00
<br />2.20
<br />628.00
<br />51 381.60
<br />628.00
<br />51.381.6(
<br />22
<br />2104.521
<br />SALVAGE CHAIN LINK PENCE
<br />LF
<br />117500
<br />1.80
<br />452.00
<br />6813.60
<br />452.00
<br />581360
<br />23
<br />2104.523
<br />SALVAGE SIGN
<br />EACH
<br />7.00
<br />40,00
<br />0.00
<br />60.00
<br />0,00
<br />60.00
<br />24
<br />2104.523
<br />SALVAGE MAILBOX
<br />EACH
<br />14.00
<br />40.00
<br />8.00
<br />S320.00
<br />8.00
<br />5320.00
<br />25
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />CY
<br />12.362,00
<br />8.24
<br />4000.00
<br />632 960.00
<br />4,000.00
<br />632,960.00
<br />26
<br />2105.501
<br />POND EXCAVATION (P)
<br />CY
<br />1 337.00
<br />8.24
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />27
<br />2105.501
<br />POND EXCAVATION (RAINWATER GARDEN)
<br />CY
<br />359.00
<br />8.24
<br />0.00
<br />5000
<br />000
<br />50.00
<br />28
<br />2105.521
<br />SELECT GRANULAR BORROW (CV)
<br />CY
<br />4.750.00
<br />12.36
<br />1062.10
<br />513.127,56
<br />1062.10
<br />513,12756
<br />29
<br />2105.604
<br />GEOTEXTILE FABRIC
<br />5Y
<br />1.200.00
<br />1.80
<br />0.00
<br />60.00
<br />0.00
<br />60.00
<br />30
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />4.200,00
<br />0,90
<br />0.00
<br />50.00
<br />0.00
<br />60.00
<br />31
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />11735.00
<br />13,25
<br />2222.04
<br />529,442.03
<br />2.222.04
<br />629.442.03
<br />32
<br />2211.607
<br />AGGREGATE BASE PLACED
<br />CY
<br />300.00
<br />18.00
<br />214.10
<br />53853,80
<br />214.10
<br />53,853.80
<br />6400.00
<br />33
<br />2232,501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />554.00
<br />2.00
<br />200.00
<br />5400.00
<br />200.00
<br />34
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />3.105,00
<br />60.25
<br />94.55
<br />65696.64
<br />94.55
<br />55696.64
<br />35
<br />2350,501
<br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />250.00
<br />71.00
<br />0.00
<br />60.00
<br />0,00
<br />50.00
<br />36
<br />2350.502
<br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />2,090.00
<br />57.50
<br />102.26
<br />55.879.95
<br />102.26
<br />55.879,95
<br />37
<br />2501 602
<br />12" FLARED END SECTION WRRASHGUARO
<br />EACH
<br />1.00
<br />627.09
<br />1.00
<br />5627.09
<br />1.00
<br />5527.09
<br />38
<br />1 2501.602
<br />15" FLARED END SECTIONWTTRASHGUARD
<br />EACH
<br />1.00
<br />667.63
<br />1.00
<br />5667,63
<br />1.00
<br />6667.63
<br />39
<br />2502.541
<br />44NCH PERF PE PIPE DRAIN VV/SOCK
<br />LF
<br />4,000,00
<br />6.70
<br />400.00
<br />5268000
<br />400.00
<br />52,680,00
<br />40
<br />2503,541
<br />12" RC PIPE SEWER DES 3006, CLV
<br />LF
<br />552.00
<br />25.28
<br />384.00
<br />69 707.52
<br />384.00
<br />69.707.52
<br />41
<br />2503.541
<br />15" RC PIPE SEWER DES 3006, CLV
<br />LF
<br />3,158,00
<br />27.18
<br />2140.00
<br />$58 165.20
<br />2140.00
<br />558 165.20
<br />42
<br />2503.541
<br />18" RC PIPE SEWER DES 3006, CLIII
<br />LF
<br />6,00
<br />28.91
<br />0.00
<br />60.00
<br />0,00
<br />50.00
<br />43
<br />2503.541
<br />24" RC PIPE SEWER DES 3006. 01111
<br />LF
<br />320.00
<br />34.12
<br />320.00
<br />610,918.40
<br />320.00
<br />510 918.40
<br />44
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />7.00
<br />436.67
<br />3.00
<br />51.310.01
<br />3.00
<br />61 310.01
<br />45
<br />2503.602
<br />CONNECT TO EXISTING STORM STRUCTURE
<br />EACH
<br />3.00
<br />396.36
<br />2.00
<br />6792.72
<br />2.00
<br />5792.72
<br />46
<br />2503.602
<br />CONNECT TO EXISTING SANITARY SEWER
<br />EACH
<br />2.00
<br />431.10
<br />0.00
<br />60,00
<br />0.00
<br />60.00
<br />47
<br />2503.602
<br />OFFSET STORM SEWER FORCEMAIN
<br />EACH
<br />2.00
<br />2,600.82
<br />3.00
<br />57.802.46
<br />3.00
<br />6780246
<br />48
<br />1 2503 602
<br />8" X 4" PVC WYE
<br />EACH
<br />2.00
<br />46.63
<br />0.00
<br />50.00
<br />0.00
<br />60.00
<br />49
<br />2503.603
<br />CONSTRUCT 8" INSIDE DROP
<br />LF
<br />6.00
<br />117.16
<br />0.00
<br />50.00
<br />0.00
<br />60.00
<br />50
<br />2503.603
<br />8" PVC PIPE SEWER SDR 35
<br />LF
<br />334.00
<br />20.87
<br />0.00
<br />50.00
<br />0.00
<br />60.00
<br />51
<br />2503.603
<br />4" PVC SERVICE PIPE SCH 40
<br />LF
<br />62.00
<br />13.12
<br />0.00
<br />50.00
<br />0.00
<br />60.00
<br />52
<br />2504.602
<br />ABANDON WATER SERVICE
<br />EACH
<br />2.00
<br />328.88
<br />0.00
<br />50.00
<br />0.00
<br />500G
<br />53
<br />1 2504.602
<br />INSTALL HYDRANT
<br />EACH
<br />2.00
<br />2.344.96
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />54
<br />2504.602
<br />INSTALL HYDRANT AND VALVE
<br />EACH
<br />1.00
<br />3.124,40
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />55
<br />2504.602
<br />ADJUST HYDRANT
<br />EACH
<br />1.00
<br />594.12
<br />0.00
<br />50.00
<br />0.00
<br />60.00
<br />56
<br />2504.602
<br />WATERMAIN OFFSET
<br />EACH
<br />2.00
<br />2.712.18
<br />0.00
<br />50.00
<br />0.00
<br />5000
<br />2
<br />
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