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ITEM
<br />N0.
<br />SPEC ITEM
<br />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 />SCHEDULE 1.0. ELI ROAD AND DESOTO STREET
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />520.000.00
<br />0.00
<br />50.00
<br />1.00
<br />520000.00
<br />2
<br />2101.501
<br />CLEARING
<br />SF
<br />3.10000
<br />50.82
<br />0.00
<br />50.00
<br />3,100.00
<br />52542.00
<br />3
<br />2101.502
<br />CLEARING
<br />TREE
<br />10.00
<br />5103.00
<br />0.00
<br />50.00
<br />10.00
<br />31,030.00
<br />4
<br />2101.506
<br />GRUBBING
<br />SF
<br />3,100.00
<br />50.82
<br />0.00
<br />50.00
<br />3,100.00
<br />52.542.00
<br />5
<br />2101.507
<br />GRUB
<br />TREE
<br />10.0D
<br />351.50
<br />0.00
<br />50.00
<br />10.00
<br />5515.00
<br />6
<br />2104.501
<br />REMOVE SEWER PIPE (STORM)
<br />LF
<br />52.00
<br />57.21
<br />0,00
<br />50.00
<br />64.00
<br />$461.44
<br />7
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />160.00
<br />33.09
<br />0.00
<br />$0.00
<br />170,00
<br />5525.30
<br />8
<br />2104.503
<br />REMOVE CONCRETE SIDEWALK
<br />SF
<br />230.00
<br />51.03
<br />0.00
<br />50.00
<br />230.00
<br />5236.90
<br />9
<br />2104.505
<br />REMOVE CONCRETE PAVEMENT
<br />SY
<br />110.00
<br />53.61
<br />0.00
<br />50.00
<br />60.00
<br />5216.60
<br />10
<br />2104505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />9.100.00
<br />31.70
<br />0.00
<br />50.00
<br />4100.00
<br />516,470.00
<br />11
<br />2104.509
<br />REMOVE SIGN
<br />EACH
<br />2800
<br />525.75
<br />0.00
<br />50.00
<br />3.00
<br />377.25
<br />12
<br />2104.609
<br />REMOVE HYDRANT
<br />EACH
<br />2.00
<br />3566.50
<br />0.00
<br />50.00
<br />2.00
<br />51.133.00
<br />13
<br />2104,509
<br />REMOVE WOOD POST
<br />EACH
<br />8000
<br />39.27
<br />0.00
<br />50.00
<br />66.00
<br />5797.22
<br />14
<br />2104,509
<br />REMOVE DRAINAGE STRUCTURE
<br />EACH
<br />2.00
<br />5412.00
<br />0.00
<br />50.00
<br />2.00
<br />5824.00
<br />15
<br />2104.511
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />LF
<br />70.00
<br />55.15
<br />0.00
<br />50.00
<br />47.00
<br />3242.05
<br />16
<br />2104513
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />700.00
<br />52.06
<br />0.00
<br />50.00
<br />542.00
<br />51.116.52
<br />17
<br />2104.523
<br />SALVAGE SIGN
<br />EACH
<br />3.00
<br />$25.75
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />18
<br />2104.523
<br />SALVAGE MAILBOX
<br />EACH
<br />12.00
<br />525.75
<br />0.0D
<br />30.00
<br />12.00
<br />5309.00
<br />19
<br />2104.523
<br />SALVAGE LIGHT POLE
<br />EACH
<br />1.00
<br />5206.00
<br />0.00
<br />50.00
<br />1,00
<br />5206.00
<br />20
<br />2104.525
<br />ABANDON MANHOLE
<br />EACH
<br />1.00
<br />31,390.50
<br />0.00
<br />30.00
<br />1.00
<br />51.390 60
<br />21
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />CY
<br />3,615.15
<br />$8.24
<br />0.00
<br />10.00
<br />3,615,15
<br />529,788.84
<br />22
<br />2105.501
<br />POND EXCAVATION (RAINWATER GARDEN)
<br />CY
<br />CY
<br />35.00
<br />600.00
<br />$22.66
<br />313.39
<br />0.00
<br />0.00
<br />50.00
<br />$0.00
<br />53.00
<br />596.00
<br />51,200.98
<br />57,980.44
<br />23
<br />2105.525
<br />TOPSOIL BORROW
<br />24
<br />2105.601
<br />SITE GRADING, INFILTRATION BASIN
<br />LS
<br />1.00
<br />51,236.00
<br />0.00
<br />50.00
<br />1.00
<br />51,236.00
<br />25
<br />2123.610
<br />EXPLORATORY DIGGING
<br />HOURS
<br />200
<br />5412.00
<br />0.00
<br />50.00
<br />0.00
<br />5000
<br />26
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />2,000.00
<br />50.01
<br />0.00
<br />30.00
<br />0.00
<br />$0.00
<br />27
<br />2211.501
<br />AGGREGATE BASE CLASS 5, ROAD
<br />TON
<br />4,100.00
<br />$927
<br />0.00
<br />50.00
<br />3,936.83
<br />336,494.41
<br />28
<br />2211.501
<br />AGGREGATE BASE CLASS 5, TRAIL
<br />TON
<br />90.00
<br />39.27
<br />0.00
<br />50.00
<br />48.90
<br />5453.30
<br />29
<br />2232501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />200.00
<br />55.15
<br />000
<br />50.00
<br />157.00
<br />5608.55
<br />30
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />720.00
<br />560,77
<br />0.00
<br />50.00
<br />691.18
<br />542003,01
<br />31
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />75.00
<br />511500
<br />0.00
<br />50.00
<br />55.58
<br />$6,391.70
<br />32
<br />2350.501
<br />TYPE LV4 WEAR COURSE MIXTURE (TRAIL)
<br />TON
<br />50.00
<br />$95.00
<br />0.00
<br />$0.03
<br />66,41
<br />56,308.95
<br />33
<br />2350.502
<br />TYPE I.V3 NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />900.00
<br />557,09
<br />0.00
<br />$000
<br />937,45
<br />554,072.12
<br />34
<br />2411.507
<br />CONCRETE W'EIR.CAST'(N.PLACE
<br />EACH
<br />1.00
<br />5772.50
<br />1.00
<br />5772.50
<br />1.00
<br />3772.50
<br />35
<br />2501.602
<br />24" FLARED END SECTION WISRASHGUARD
<br />EACH
<br />1.00
<br />51,29780
<br />0.00
<br />50.00
<br />1.00
<br />51,297.
<br />36
<br />2503.541
<br />12" RC PIPE SEWER OES 3006. CLV
<br />LF
<br />185.00
<br />520.80
<br />0.00
<br />50.00
<br />104.00
<br />53,790.40
<br />37
<br />2503.541
<br />15' RC PIPE SEWER DES 3006. CLV
<br />LF
<br />94200
<br />521.63
<br />0.00
<br />$000
<br />94300
<br />32039709
<br />38
<br />2503.541
<br />10" RC PIPE SEWER DES 3006. CULL
<br />LF
<br />331.00
<br />524.72
<br />0.00
<br />50.00
<br />331.00
<br />58,182.32
<br />39
<br />2503.541
<br />21" RC PIPE SEWER DES 3006. CL 111
<br />LP
<br />487.00
<br />526.78
<br />0.00
<br />50.00
<br />468.03
<br />512.63344
<br />40
<br />2503541
<br />24" RC PIPE SEWER DES 3006, CI. 111
<br />LF
<br />22.00
<br />536.05
<br />0.00
<br />50.00
<br />14.00
<br />5504,70
<br />41
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />3.00
<br />5545.90
<br />0.00
<br />5000
<br />3.00
<br />$1,637 .70
<br />42
<br />2503.002
<br />CONNECT TO EXISTING STORM STRUCTURE
<br />EACH
<br />2.00
<br />587540
<br />0.00
<br />50,00
<br />2,00
<br />51,751.00
<br />43
<br />2504002
<br />INSTALL HYDRANT AND VALVE, SPECIAL
<br />EACH
<br />2.00
<br />54,223.00
<br />0.00
<br />50.00
<br />2.00
<br />$8,446.00
<br />44
<br />2504,602
<br />ADJUST VALVE BOX
<br />EACH
<br />5.00
<br />5185.40
<br />0.00
<br />50.00
<br />4.00
<br />5741.60
<br />45
<br />2508.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36'
<br />EACH
<br />5.00
<br />51,215.40
<br />0.00
<br />50.00
<br />5.00
<br />$6,07700
<br />46
<br />2500.502
<br />CONST DRAINAGE STRUCTURE DESIGN 484020
<br />EACH
<br />15.00
<br />$1,508.95
<br />0.00
<br />50.00
<br />15.00
<br />622434.25
<br />47
<br />2506.522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />7.00
<br />5535.60
<br />0.00
<br />$000
<br />7.00
<br />537492f
<br />48
<br />2508.602
<br />RECONSTRUCT SANITARY STRUCTURE A
<br />EACH
<br />1.00
<br />51236.00
<br />0.00
<br />50.00
<br />1.00
<br />51,236.00
<br />49
<br />2511.502
<br />RANDOM RIP RAP CLASS IV
<br />TON
<br />70.00
<br />594.76
<br />0.00
<br />50.00
<br />40,00
<br />$3.79040
<br />SUBSTANTIAL COMPLETION DATE
<br />ORIGINAL: October 15, 2009
<br />REVISED:
<br />PARTIAL PAY ESTIMATE 411 (FINAL;
<br />FROM: July 24. 2010
<br />TO: March 11, 2011
<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: 2009 STREET AND UTILITY IMPROVEMENTS
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: 5 1,535,000.00
<br />REVISED: 1,801,905.84
<br />2
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