|
ITEM
<br />I N0.
<br />TEM DESCRIPTION
<br />ORIGINAL CONTRACT
<br />UNIT j 07Y. UNIT PRICE
<br />THIS PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY, TOTAL PRICE
<br />10
<br />2350.601
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />550.00
<br />655.00
<br />19.81
<br />51,28)65
<br />542.79
<br />535.281,35
<br />11
<br />2503.541
<br />12 RC PIPE SEWER DES 3006.. CL V
<br />58.00
<br />545,3
<br />, 32.22
<br />5146020
<br />9022
<br />54008.77
<br />12
<br />2504.602
<br />6' GATE VALVE BOX iR
<br />SECTIE
<br />3.00
<br />62.564.70
<br />0,00
<br />5000
<br />2.00
<br />55.129.40
<br />13
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />2.00
<br />6231.75 1.00
<br />6231.75
<br />1.00
<br />5231.75
<br />14
<br />2504.602
<br />'WM FITTING" BOLT REPLACEMENT
<br />FITTING
<br />1,00
<br />5710.70 0.00
<br />50.00
<br />1.00
<br />5710.70
<br />15
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 0X36"
<br />EACH
<br />2.00
<br />62010,80 0.00
<br />50.00
<br />2.00
<br />5403160
<br />16
<br />2506502
<br />CONS) DRAINAGE STRUCTURE DESIGN 484020
<br />EACH
<br />200
<br />52719.20 0.00
<br />50.00
<br />2.00
<br />65.438,40
<br />17
<br />2508.502
<br />CONS) DRAINAGE STRUCTURE DESIGN 704020
<br />EACH
<br />1.00
<br />54439.30 0.00
<br />50.00
<br />1.00
<br />54439.30
<br />18
<br />2606522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />1.00
<br />5499.55 0.00
<br />50.00
<br />0.00
<br />50.00
<br />19
<br />2508.002
<br />REPLACE STRUCTURE RINGS
<br />EACH
<br />5.00
<br />534209 3.00
<br />5102897
<br />5.00
<br />51.714.95
<br />20
<br />2506.602
<br />REGROUT MANHOLE RINGS & CASTING
<br />EACH
<br />100
<br />087.55 0.00
<br />50.00
<br />0.00
<br />50.00
<br />21
<br />2531.501
<br />CONCRETE CURB& GUTTER DESIGN SURMOUNTABLE
<br />LF
<br />520.00
<br />514,42 0.00
<br />50.00
<br />45500
<br />50 561.10
<br />22
<br />2563,601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />5221.45 000
<br />6000
<br />1.00
<br />522145
<br />23
<br />2573.53
<br />INLET PROTECTION (WIMCO)
<br />EACH
<br />7.00
<br />5169.95 0.00
<br />50.00
<br />5.00
<br />5849,75
<br />24
<br />2575.604
<br />6EE000460 (TYPE 270)
<br />SY
<br />575,00
<br />53.51 0.00
<br />50.00
<br />0.00
<br />50.00
<br />25
<br />SPEC
<br />GRADATION TEST. CLASS 5
<br />EACH
<br />1.00
<br />692.70 000
<br />50.00
<br />0.00
<br />50.00
<br />28
<br />SPEC
<br />PROCTOR TEST. CLASS 5
<br />EACH
<br />0.00
<br />525.75 0.00
<br />50.00
<br />0,00
<br />50.00
<br />27
<br />SPEC
<br />DENSITY TEST. IN PUKE
<br />EACH
<br />3.00
<br />625.75 0.00
<br />50.00
<br />0.00
<br />$0.00
<br />28
<br />SPEC
<br />CONCRETE TESTING, CYLINDERSIBET OF 3)
<br />EACH
<br />2.00
<br />592.70 0,00
<br />5000
<br />1,00
<br />592.70
<br />29
<br />SPEC
<br />NUCLEAR 017041140000ENSITV
<br />EACH
<br />0.00
<br />52575 2.00
<br />05150
<br />2.00
<br />S5150
<br />30
<br />SPEC
<br />EXTRACTION /GRADATION
<br />EACH
<br />2.00
<br />5123,60 1.00
<br />512560
<br />1.00
<br />6123.60
<br />31
<br />SPEC
<br />AIR VOIDS
<br />EACH
<br />2.00
<br />5123.60 1,00
<br />5123.60
<br />1.00
<br />5123.60
<br />SCHEDULE 2,0- PARK STREET• TOTAL 55,217,64 508143.77
<br />3
<br />SCHEDULE 3.0 • SPRUCE STREET
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />52.50800
<br />0.00
<br />50.00
<br />1.00
<br />62.500,00
<br />®2104505
<br />210 5.525
<br />212361
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LE
<br />440.0D
<br />5361
<br />0.00
<br />60.00
<br />307.00
<br />51,10027
<br />TOPSOIL BORROW
<br />CY
<br />EACH
<br />22,00
<br />1.00
<br />518,54
<br />61236.00
<br />0.00
<br />0.00
<br />50.00
<br />50.00
<br />690
<br />1.00
<br />6100.39
<br />S1,236.0
<br />EXPLORATORY DIG "WM FITTING'
<br />2231.604
<br />BITUMINOUS PATCH SPECIAL
<br />SY
<br />345,00
<br />012.50
<br />0.00
<br />5000
<br />0.00
<br />50.00
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />3425.00
<br />51.50
<br />0.00
<br />50.00
<br />3,425.00
<br />58137.50
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />5.00
<br />5165.00
<br />11.21
<br />13.82
<br />51849.65
<br />5910,74
<br />11.21
<br />390.30
<br />51849,65
<br />028,247.97
<br />350.501
<br />_2504.602
<br />2504602'WM
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />430.00
<br />565.00
<br />ADJUST VALVE BOX
<br />EACH
<br />200
<br />5190,55 0.00
<br />60.00
<br />2.00
<br />5381.10
<br />FITTING" BOLT REPLACEMENT
<br />FITTING
<br />1,00
<br />1.00
<br />571070[
<br />5499.55
<br />0.00
<br />0.00
<br />50,00
<br />6000
<br />000
<br />2.00
<br />00.00
<br />0999.10
<br />A0JUST FRAME AND RING CASTING
<br />EACH
<br />_2506.522
<br />2506,02
<br />REPLACE STRUCTURE RINGS
<br />EACH
<br />5.00
<br />5342.99
<br />0.00
<br />50.00
<br />5.00
<br />S1.71495
<br />2506.60
<br />EGROUT MANHOLE RINGS & CASTING
<br />EACH
<br />2.00
<br />587.55
<br />0.00
<br />50.00
<br />100
<br />567.55
<br />2531501
<br />CONCRETE CURB& GUTTER DESIGN SURMOUNTABLE
<br />I.0
<br />440.00
<br />614.42
<br />0.00
<br />5000
<br />307.00
<br />54426.94
<br />15
<br />2563.601_
<br />TRAFF IC CONTROL
<br />LS
<br />1.00
<br />6221.45
<br />0,00
<br />50,00
<br />1.00
<br />522145
<br />fG
<br />1 /
<br />IA
<br />25]353_
<br />2575604SEEDING_(-Tl'PE270)
<br />PEC
<br />INLET PROTECTIONSWIMCO)
<br />EACH
<br />2.00
<br />516995
<br />0.00
<br />60.00
<br />2.00
<br />533900
<br />. _ , . . . . . . ,
<br />GRADATION TEST CLASS
<br />SY
<br />EACH
<br />EACH
<br />EACH
<br />150.00
<br />1.00
<br />0.00
<br />3.00
<br />57.61
<br />57725
<br />592,701
<br />525 .75
<br />0.00
<br />0.0
<br />0.00
<br />0.00
<br />5000
<br />0.00
<br />0,00
<br />0.00
<br />0.00
<br />„_$0.00
<br />60.00
<br />60.00
<br />5000
<br />60.00
<br />50.0D
<br />5000
<br />19
<br />SPEC
<br />PROCTOR TEST, CLASS 5
<br />20
<br />21
<br />SPEC
<br />SPEC
<br />DENSITY TEST, IN PLACE
<br />CONCRETE TESTING. CYLINDERS (SET 0F31
<br />EACH
<br />2.00
<br />592.70 00
<br />90.00
<br />1,00
<br />592.70
<br />22
<br />21
<br />SPEC
<br />SPEC
<br />NUCLEAR BITUMINOUS DENSITY
<br />EXTRACTION /GRADATION
<br />EACH
<br />EACH
<br />3.00
<br />10
<br />525.75 200
<br />5128.75 1.00
<br />55150.
<br />512875
<br />2.00
<br />1.00
<br />651.50
<br />5128 .75
<br />24
<br />SPEC
<br />AIR VOIDS
<br />EACH
<br />1.00
<br />512875 1.00
<br />5128.75
<br />1.00
<br />5128.75
<br />SCHEDULE 3.0. SPRUCE STREET. TOTAL 53,09.39 546,761.47
<br />3
<br />
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