|
ITEM
<br />NO
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />01V. UNIT PRICE
<br />THIS PERIO0
<br />PM TOTAL P13106
<br />TOTAL 70 DATE
<br />Ott. TOTAL PRICE
<br />26J
<br />SPEC
<br />EXTRACTION /GRADATION
<br />EACH
<br />2.00
<br />5127.50
<br />0.00
<br />50.00
<br />2.00
<br />5255.00
<br />SPEC
<br />AIR VOIDS
<br />600FI
<br />2,00
<br />6127.501
<br />0.00
<br />50,00
<br />2.00
<br />5255.00
<br />SCHEDULE 4.0 •ONTARIO ROAD • TOTAL 52733.68 543.62802
<br />SCHEDULE 5.0- PAYNE AVENUE
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />55900.00
<br />0.00
<br />50.00
<br />1.00
<br />55,900,00
<br />2
<br />2104.505
<br />REMOVE CONCRETE CURB ANO GUTTER
<br />LE
<br />1700.00
<br />51.53
<br />0.00
<br />50.00
<br />1.297.00
<br />61,984.41
<br />62978,40
<br />51,285.20
<br />$2,560.60
<br />3
<br />.,.4....
<br />5
<br />2104.509
<br />2105.525
<br />2112.501
<br />REMOVE DRAINAGE $ TRUCTURE ,,...,
<br />TOPSOIL BORROW
<br />SUBGRADE PREPARATION
<br />EACH
<br />CY
<br />STA
<br />4.00
<br />65.00
<br />23.00
<br />5744.60
<br />618.36
<br />6112.20
<br />0.00
<br />___..
<br />0.00
<br />60.00
<br />60.00
<br />50.00
<br />4.00
<br />70.00
<br />23.00
<br />6
<br />2123.61
<br />EXPLORATORY 010 "GATE VALVE"
<br />EACH
<br />3.00
<br />5663.00
<br />0.00
<br />$0.00
<br />27.00
<br />617.901.00
<br />7
<br />2211,501
<br />AGGREGATE BASE CLASS 5. BASE CORRECTION
<br />TON
<br />440.00
<br />518.36
<br />0.00
<br />60.00
<br />0.00
<br />60.00
<br />_8
<br />2232501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />9680.00
<br />61.10
<br />0.00
<br />60.00
<br />9,880.00
<br />510 868.00
<br />9
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY
<br />TON
<br />TON
<br />35.00
<br />1220.00
<br />6125,00
<br />55000
<br />3.00
<br />0.00
<br />5375.00
<br />60.00
<br />34.15
<br />983.90
<br />$4 26675
<br />557,066.20
<br />10
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />11
<br />2350.501
<br />TYPE LV3 NON WEARING COURSE MIXTURE (SASE)
<br />TON
<br />LE
<br />90000
<br />1.00
<br />$5700
<br />547.94
<br />0.00
<br />0.00
<br />60.00
<br />50.00
<br />792.45
<br />16.00
<br />645.169,65
<br />6767.04
<br />12
<br />2503.541
<br />12" RC PIPE SEWER DES 3006, CLV
<br />13
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />9.00
<br />535700
<br />0.00
<br />60.00
<br />9.00
<br />53,213.00
<br />14
<br />2504.602
<br />ADJUST VALVE 80X
<br />EACH
<br />1.00
<br />6300.00
<br />0.00
<br />60.00
<br />4.00
<br />0.00
<br />61,20000
<br />60.00
<br />15
<br />2504.602
<br />6" GATE VALVE
<br />EACH
<br />1.00
<br />62,621.0
<br />0.00
<br />60.00
<br />16
<br />2504.602
<br />6" GATE VALVE BOLT REPLACEMENT
<br />VALVE
<br />1.00
<br />6979,20
<br />0.00
<br />60.00
<br />2400
<br />623.500,80
<br />17
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36"
<br />EACH
<br />3.00
<br />51,448.40
<br />53.202.80
<br />0.00
<br />0.00
<br />50.00
<br />S0.00
<br />3.00
<br />3.00
<br />54,345.20
<br />$9,608.40
<br />18
<br />2508.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 48 "X72"
<br />EACH
<br />3.00
<br />•
<br />2506.522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />3.00
<br />6385.00
<br />1.00
<br />6385.00
<br />9.00
<br />S3485.00
<br />2506,602
<br />REGROUT MANHOLE RINGS
<br />EACH
<br />700
<br />565,00
<br />0.00
<br />60.00
<br />0.00
<br />60.00
<br />21
<br />2531501
<br />CONCRETE CURB 8 GUTTER DESIGN SURMOUNTABLE
<br />LE
<br />1700.00
<br />68.82
<br />0.00
<br />60.00
<br />1 297 00
<br />611.39.54
<br />22
<br />2563601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />6892.50
<br />0.00
<br />50.00
<br />1.00
<br />6892.50
<br />23
<br />2573.53
<br />INLET PROTECTION (WIMCO)
<br />EACH
<br />SY
<br />EACH
<br />6.00
<br />570.00
<br />5.00
<br />590.00
<br />6122
<br />525.50
<br />0.00
<br />0,00
<br />4.00
<br />50.00
<br />6000
<br />(525.50)
<br />12.00
<br />632.00
<br />0.00
<br />0.00
<br />5108000
<br />$771,04
<br />60,00
<br />5000
<br />24
<br />2575,604
<br />SPEC
<br />SEEDING (TYPE 270)
<br />REPLACE MANHOLE RINGS
<br />25
<br />26
<br />SPEC
<br />GRADATION TEST. CLASS 5
<br />EACH
<br />1.00
<br />376.50
<br />0.00
<br />50.00
<br />27
<br />SPEC
<br />PROCTOR TEST CLASS 5
<br />EACH
<br />1.00
<br />591.80
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />26
<br />SPEC
<br />DENSITY TEST IN PLACE
<br />EACH
<br />200
<br />525.50
<br />0.00
<br />60.00
<br />0.00
<br />$0.00
<br />29
<br />SPEC
<br />SPEC
<br />CONCRETE TESTING. CYLINDERS (SET OF 3)
<br />NUCLEAR BITUMINOUS DENSITY
<br />EACH
<br />EACH
<br />3,00
<br />6.00
<br />591.80
<br />625.50
<br />0.00
<br />0.00
<br />60,00
<br />50.00
<br />1.00
<br />5,00
<br />601.80
<br />6127.50
<br />30
<br />31
<br />SPEC
<br />EXTRACTION(GRADATION
<br />EACH
<br />2.00
<br />5127.50
<br />0.00
<br />50.00
<br />2.0D
<br />525500
<br />32
<br />SPEC
<br />AIR VOIDS
<br />EACH
<br />2.00
<br />5127,50
<br />0.00
<br />$0.00
<br />2.00
<br />625500
<br />SCHEDULE 5.0- PAYNE AVENUE • TOTAL 5734.50 6211,01403
<br />SCHEDULE 6.0- CHANGE ORDER p1 IPARK STREET)
<br />MOBILIZATION
<br />LS
<br />1.00
<br />3000.00
<br />0.00
<br />6000
<br />1.00
<br />140.00
<br />53,000.00
<br />6285.60
<br />1
<br />2021.501
<br />2
<br />2104.501
<br />REMOVE. CONCRETE CURB AND GUTTER
<br />LE
<br />140.00
<br />62.04
<br />0,00
<br />60,00
<br />3
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />5Y
<br />235.00
<br />51.63
<br />0.00
<br />80.00
<br />235.00
<br />5383,05
<br />4
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />SELECT GRANULAR BORROW(CV)
<br />TOPSOIL BORROW
<br />CY
<br />CY
<br />CY
<br />120.00
<br />92.00
<br />30.00
<br />510.20
<br />515.61
<br />613,52
<br />0.00
<br />0.00
<br />8.00
<br />60,00
<br />60.00
<br />6108.16
<br />120.00
<br />75.00
<br />8.00
<br />61.224.00
<br />$1,170.75
<br />6108.16
<br />5
<br />2105.522
<br />6
<br />2105.525
<br />2105.604
<br />GEOTEXTILE FABRIC
<br />SY
<br />265.00
<br />62,04
<br />0.00
<br />$0.00
<br />247.00
<br />S503.68
<br />2211.501
<br />AGGREGATE BASE CLASS 5 (8"L
<br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />TON
<br />140,00
<br />35,00
<br />510.00
<br />$125.00
<br />•17.38
<br />9.0D
<br />_,8173.60)
<br />61 125.00
<br />88.68
<br />35.00
<br />6886.60
<br />$4,37500
<br />L9
<br />2350,502
<br />5
<br />
|