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SUBSTANTIAL COMPLETION OATS
<br />ORIGINAL:
<br />REV0590:
<br />PARTIAL PAY ESTIMATE 84 (FINAL)
<br />FROM)FeSmary 1. 2013
<br />TO: 0000000 31, 2013
<br />CONTRACTOR: T.A. SCHIFSKY AND SONS
<br />*OGRES$: 2370 E. HIGHWAY *NORTH SAINT PAUL, MN 55109
<br />OWNER: CITY OF LITTLE CANAOA
<br />PROJECT: 2012 MILL &OVERLAY IMPROVEMENTS
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: 5 402.583,93
<br />REVISED:
<br />ITEM I
<br />`NO,
<br />"REM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />QTY. UNIT PRICE
<br />1105 PERIOD TOTAL TO OATS
<br />QTY. TOTAL PRICE L QTY. TOTAL PRIDE
<br />SCHEDULE 1.0. ROSEWOOD DRIVE
<br />1
<br />2021,501
<br />MOBILIZATION
<br />1,5
<br />1.00
<br />5400000
<br />0,00
<br />50,00
<br />1,00
<br />5400000
<br />2
<br />2104.505
<br />REMOVE CONCRETE CURD ANO GUTTER
<br />LE
<br />420.00
<br />53.61
<br />000
<br />50.00
<br />50100
<br />5180861
<br />3
<br />2104,523
<br />SALVAGE & REINSTALL MAILBOX
<br />EACH
<br />2.00
<br />557.55
<br />0.00
<br />5000
<br />2.00
<br />5175.10
<br />d
<br />2105,501
<br />COMMON EXCAVATION
<br />21055,525
<br />6200
<br />514.42
<br />000
<br />5000
<br />24.00
<br />534600
<br />5
<br />2105.525
<br />TOPSOIL BORROW
<br />212361
<br />20.00
<br />525.15
<br />0.00
<br />50.00
<br />10.00
<br />5257.50
<br />6
<br />2112604
<br />BASE PREPARATION
<br />SY
<br />1 950,00
<br />53.09
<br />0.00
<br />50.00
<br />1950.00
<br />58,025.50
<br />7
<br />8
<br />212361
<br />2231.804
<br />EXPLORATORY DIG `WM FITTING"
<br />EACH
<br />SY
<br />100
<br />35000
<br />5721,09
<br />512.02
<br />0.00
<br />0.00
<br />50.00
<br />50,00
<br />000
<br />0.00
<br />50.00
<br />50.00
<br />BITUMINOUS PATCH SPECIAL
<br />56.198.40
<br />2232,501
<br />MILL BITUMINOUS PAVEMENT
<br />Y
<br />152500
<br />52,50
<br />000
<br />5000
<br />1.52500
<br />53.812.50
<br />5363825
<br />2231,604
<br />FULL D0PTH RECLAMATION
<br />TYPE IM4 WEAR COURSE MIXTURE
<br />1.95000
<br />51.95
<br />0,00
<br />5000
<br />1,950.00
<br />53,80250
<br />533,99170
<br />2350.50)
<br />1190 MV4 WEAR COURSE MIXTURE DRIVEWAY
<br />TON
<br />400
<br />5185.00
<br />0.00
<br />50.00
<br />5.08
<br />5939.80
<br />12
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />43000
<br />585.98
<br />0.00
<br />5000
<br />389.74
<br />525,683.87
<br />13
<br />2350,501
<br />TYPELV3 NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />25000
<br />565.90
<br />000
<br />5000
<br />220.14
<br />514.507,23
<br />14
<br />2504602
<br />NM FITTING' 001,T REPLACEMENT
<br />FITTING
<br />1.00
<br />5690.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />15
<br />16
<br />2506522
<br />2506602
<br />A0JU5T FRAME AND RING CASTING
<br />EACH
<br />1,00
<br />5824.00
<br />0.00
<br />0.00
<br />50.00
<br />5000
<br />1.00
<br />8.00
<br />5874.00
<br />REPLACE STRUCTURE RINGS
<br />EACH
<br />SCO
<br />5042.99
<br />5274392
<br />17
<br />2508.002
<br />REGROUT MANHOLE RINGS & CASTING
<br />EACH
<br />5,00
<br />587.55
<br />000
<br />50.00
<br />2,00
<br />5175.10
<br />18
<br />2506.602
<br />REGROW' MANHOLE INVERT & DOGHOUSE
<br />3,00
<br />5300.00
<br />0.00
<br />50.00
<br />300
<br />590000
<br />2531.501
<br />CONCRETE CURB& GUTTER DESIGN SURMOUNTABLE
<br />LF
<br />420.00
<br />51442
<br />0.00
<br />50.00
<br />501.00
<br />57.224,42
<br />2530.507
<br />CONCRETE PATCH SPECIAL
<br />5F
<br />6.00
<br />510.30
<br />0.00
<br />50.00
<br />2250
<br />5231,75
<br />2563601
<br />TRAFFIC CONTROL
<br />LS
<br />100
<br />5282.5
<br />0.00
<br />50.00
<br />1.00
<br />5262.65
<br />25]3.55
<br />INLET PROTECTION 9MCO
<br />EACH
<br />7.00
<br />5169.95
<br />0.00
<br />50.00
<br />1000
<br />51,809.50
<br />25 60
<br />ROADWAY ROCK CHECK DAM
<br />CY
<br />20,00
<br />55665
<br />0.00
<br />50.00
<br />04.15
<br />5801.60
<br />295604
<br />SEEDING (TYPE 270)
<br />SY
<br />00000
<br />55.15
<br />0.00
<br />10.00
<br />9800
<br />5404.40
<br />SPEC
<br />GRADATION TEST, CLASS 5
<br />EACH
<br />1,00
<br />592.70
<br />000
<br />50.00
<br />1,00
<br />592.70
<br />SPEC
<br />SPEC
<br />PROCTOR TEST. CLASS
<br />DENSITY TESL IN PLACE
<br />EACH
<br />EACH
<br />100
<br />200
<br />525,75
<br />525.75
<br />0.00
<br />0.00
<br />S0,00
<br />100
<br />525.75
<br />50.00
<br />50.00
<br />0.00
<br />SPEC
<br />CONCRETF TFSTINC CYLINDERS 5F.T OP 3
<br />EACH
<br />200
<br />59270
<br />0.00
<br />50.00
<br />100
<br />592.70
<br />SP E0
<br />NUCLEAR BITUMINOUS DENSITY
<br />EACH
<br />0.00
<br />525.75
<br />0.00
<br />5000
<br />500
<br />5128.75
<br />SPEC
<br />SPEC
<br />EXTRACTIONIGRAOATION
<br />uR VOIDS
<br />EACH
<br />EACH
<br />200
<br />2.00
<br />512360
<br />5123.60
<br />0.00
<br />0.00
<br />._...._. 50.00
<br />5000
<br />200
<br />2.00
<br />5247.20
<br />5247.20
<br />SCIIEOVLE 1.0 .010587/000 DRIVE .TOTAL
<br />$OM
<br />577 .550.32
<br />SCHEPULg 2.p PpftN sTPEE
<br />1
<br />2
<br />2021.501
<br />2104501
<br />MOBILIZATION
<br />REMOVE SEWER PIPE (STORM)
<br />LS
<br />IF
<br />100
<br />40.00
<br />14,500.00
<br />516.45
<br />0.00
<br />000
<br />50.00
<br />50.00
<br />1.00
<br />54,500.00
<br />40.00
<br />565920
<br />3
<br />2104.505
<br />REMOVE CONCRETE CURB AND GUTTER
<br />1,f
<br />520.00
<br />53.66
<br />0.00
<br />50.00
<br />53600
<br />51561.76
<br />4
<br />2104.521
<br />REMOVE MANHOLE OR CATCHBASIN
<br />EACH
<br />4.00
<br />546925
<br />0.00
<br />50.00
<br />4.00
<br />51,057.00
<br />5
<br />21055,525
<br />TOPSOIL BORROW
<br />CY
<br />25,00
<br />518.54
<br />0,00
<br />50.00
<br />9.90
<br />5163.55
<br />6
<br />212361
<br />EXPLORATORY BIG 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 />2235604
<br />01TUMINOUS PATCH SPECIAL
<br />5Y
<br />435.00
<br />512,50
<br />0.00
<br />50.00
<br />12.50
<br />515625
<br />8
<br />2232,501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />416000
<br />5149
<br />0.00
<br />50.00
<br />406000
<br />56.198.40
<br />9
<br />2350.500
<br />TYPE MV4WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />4.00
<br />5105,00
<br />0.00
<br />50.00
<br />22.05
<br />5363825
<br />10
<br />2350.501
<br />TYPE IM4 WEAR COURSE MIXTURE
<br />TON
<br />550.00
<br />565,00
<br />0,00
<br />50.00
<br />522.98
<br />533,99170
<br />2
<br />
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