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THE
<br />N0.
<br />SCHEDULE 7.0 - PEDESTRIAN CURB RAMPS
<br />MOBILIZATION
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />QTY, UNIT PRICE
<br />'1 HIS PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL O DATE
<br />01Y. TOTAL PRICE
<br />0.00
<br />50.00
<br />73.507
<br />SILT FENCE. TYPE MACHINE SLICED . ,.
<br />1.
<br />60.00
<br />.._...5205
<br />0.00
<br />....... 5000
<br />0.00
<br />5000
<br />11
<br />2573,53
<br />INLET PROTECTION(WIMCO)
<br />EACH
<br />,100
<br />_.016500
<br />0.00
<br />5000
<br />0.00
<br />50.00
<br />12
<br />2575.604
<br />SEEDING (TYPE 270) _.
<br />SY_
<br />4]5,005361
<br />51339.00
<br />0.00
<br />50.00
<br />_
<br />_,
<br />5000
<br />13
<br />2582501
<br />_.
<br />PAVEMENTMESSAGE(HANDICAPSYMZEPDXY _._
<br />EACH
<br />2.00 Y
<br />523175
<br />0,00
<br />_._.._�
<br />5000
<br />2.00
<br />546350
<br />14
<br />2582502
<br />4 SOLID WHITE LINE • EPDXY .., ,_.,.
<br />LF
<br />720.00
<br />SCHEDULE 7.0 - PEDESTRIAN CURS RAMPS • TOTAL 50.00 $0.00
<br />0.00
<br />5000
<br />1.30000
<br />54.04112
<br />15
<br />SPEC
<br />DENSITY TEST, IN PLACE
<br />EACH
<br />1,00
<br />082.40
<br />300
<br />5247.20
<br />5.00
<br />8402.00
<br />16
<br />SPEC
<br />NUCLEAR BITUMINOUS DENSITY
<br />EACH
<br />6.00
<br />525.75
<br />0.00
<br />5000
<br />000
<br />00.00
<br />17
<br />SPEC
<br />EXTRACTION /GRADATION
<br />EACH
<br />2.00
<br />512360
<br />0,00
<br />50.00
<br />0.00
<br />5000
<br />18
<br />SPEC
<br />AIR VOIDS
<br />EACH
<br />2.00
<br />512360
<br />0.00
<br />50.00
<br />0.00
<br />5000
<br />CIHANGE ORDER 1.0 - ROSEWOOD DRIVE CORRECTION- TOTAL 55.13280 514.654.30
<br />SCHEDULE 6.0 - SPOONER PARK- TOTAL 5848.82 529.915.93
<br />CHANGE ORDER 1.0 - ROSEWOOD DRIVE CORRECTION
<br />SCHEDULE 7.0 - PEDESTRIAN CURB RAMPS
<br />MOBILIZATION
<br />LS
<br />SY
<br />1.00
<br />10.00
<br />6800.00
<br />543.26
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />f
<br />2021.501
<br />3
<br />2521.501
<br />4" CONCRETE PAVEMENT
<br />000
<br />5000
<br />0.00
<br />5000
<br />3
<br />2531 602
<br />PEDESTRIAN CURB RAMP
<br />EACH
<br />1.00
<br />5927.00
<br />0.00
<br />50.00
<br />50.00
<br />0.00
<br />0.00
<br />50.00
<br />80.00
<br />4
<br />2531.602
<br />PEDESTRIAN CURB RAMP) 0LOREO)
<br />EACH
<br />SP
<br />5,00
<br />56.00
<br />51339.00
<br />0,00
<br />5
<br />2531.618
<br />TRUNCATED DOMES
<br />537.08
<br />000
<br />50.00
<br />0.00
<br />50.00
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />137.76
<br />518,00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />7
<br />2350.502
<br />SCHEDULE 7.0 - PEDESTRIAN CURS RAMPS • TOTAL 50.00 $0.00
<br />CHANGE ORDER 1.0 - ROSEWOOD DRIVE CORRECTION
<br />1
<br />2021.505
<br />MOBILIZATION
<br />LS
<br />1.0D
<br />51.000.00
<br />000
<br />50.00
<br />1,00
<br />51.00000
<br />2
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />333.33
<br />03,50
<br />000
<br />50.00
<br />437.00
<br />51529.50
<br />3
<br />2105.501
<br />COMMON EXCAVATION (5)
<br />CY
<br />222.22
<br />517.00
<br />73.00
<br />01.24100
<br />5000
<br />220,00
<br />118.00
<br />53,740.00
<br />4
<br />2105.522
<br />105.604
<br />SELECTGRANUTAR BORROW.&)
<br />GEOTEXTILE FABRIC
<br />CY
<br />SY
<br />111,11
<br />318.89
<br />.51700
<br />53.00
<br />0.00
<br />0.00
<br />0
<br />50.00
<br />404.00
<br />_S2.006.00
<br />51,212.00
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />137.76
<br />518,00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />7
<br />2350.502
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />38,67
<br />56500
<br />52.00
<br />53 426.80
<br />52,00
<br />03.42680
<br />57750 0
<br />8
<br />2503.602
<br />CONNECT TO EXISTING STORM STRUCTURE
<br />EACH
<br />2,00
<br />577500
<br />0.00
<br />00.00
<br />1,00
<br />2502.541
<br />4" PERF PE PIPE DRAIN IN/SOCK
<br />LF
<br />289.00
<br />5150
<br />310.00
<br />5465.00
<br />31002
<br />5465,00
<br />9
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />5500.00
<br />0,00
<br />50.00
<br />100
<br />5500.00
<br />CIHANGE ORDER 1.0 - ROSEWOOD DRIVE CORRECTION- TOTAL 55.13280 514.654.30
<br />510 507,191ARY
<br />SCHEDULE 1.0 - ROSEWOOD DRIVE • TOTAL
<br />SCHEDULE 2.0- PARK STREET • TOTAL
<br />SCHEDULE 3.0 • SPRUCE STREET • TOTAL
<br />SCHEDULE 4.0- SYLVAN STREET -TOTAL
<br />SCHEDULE 5.0 - FIREBALL PARKING LOT- TOTAL
<br />SCHEDULE 6.0 - SPOONER PARK - TOTAL
<br />SCHEDULE 7.0 - PEDESTRIAN CURB RAMPS • TOTAL
<br />CHANGE ORDER 1.0 .ROSEWOOD DRIVE CORRECTION. TOTAL
<br />TOTAL 010 SUMMARY THIS PERIOD
<br />TOTAL BID SUMMARY TO DATE
<br />AMOUNT EARNED
<br />AMOUNT RETAINED
<br />MATERIAL ON SITE
<br />MATERIAL DEDUCT,
<br />PREVIOUS PAYMENTS
<br />AMOUNT DUE
<br />TOTAL THIS PERIOD
<br />511,010.00
<br />5550.54
<br />5000
<br />50.00
<br />510,460.26
<br />THIS PFR100
<br />0446.58
<br />52,582.05
<br />5101.93
<br />1599.35
<br />51,103.13
<br />6848.82
<br />50.00
<br />55,132.80
<br />$11,010.80
<br />TOTAL. TO DATE
<br />TOTAL TO DATE
<br />5366.826.78
<br />518,341.34
<br />50.00
<br />00.00
<br />5338,025.18
<br />500,46026
<br />576,731.47
<br />589,712.02
<br />546,857.24
<br />551,841.32
<br />547,114.51
<br />539.915.93
<br />50.00
<br />514,654,30
<br />5308,826.78
<br />
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