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TEM
<br />N0.
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />0107. UNIT PRICE
<br />THIS PERIOD
<br />(21Y. TOTAL PRICE
<br />TOTAL TO DATE
<br />OTY, TOTAL PRICE
<br />10
<br />2573.502
<br />SILT FENCE TYPE MACHINE SLICED
<br />1.8
<br />EACH
<br />0000
<br />52.85
<br />0.00
<br />5000
<br />20.00
<br />557.00
<br />11
<br />2573.53
<br />INLET PROTECTION (7011500)
<br />1.00
<br />5165,00
<br />D.00
<br />50.00
<br />0.00
<br />5000
<br />12
<br />2575.004
<br />0EE01840_TYPE 270)
<br />SY
<br />475.00
<br />5961
<br />203.00
<br />5732.83
<br />203.00
<br />5732.03
<br />13
<br />2582.501
<br />PAVEMENT MESSAGE (HANDICAP SYM) - EPDXY
<br />EACH
<br />LF
<br />2.00
<br />5231.75
<br />000
<br />50.00
<br />200
<br />5463.50
<br />14
<br />2552.502
<br />4" SOLID WHITE LINE • EPDXY
<br />72000
<br />53.09
<br />0.00
<br />0.0D
<br />0.00
<br />50.00
<br />50.00
<br />SOAR
<br />1.305.00
<br />5.00
<br />0.00
<br />54.041.22
<br />5412.00
<br />5000
<br />15
<br />SPEC
<br />DENSITY TEST. IN PLACE
<br />EACH
<br />EACH
<br />100
<br />600
<br />55240
<br />525.75
<br />16
<br />SPEC
<br />NUCLEAR BITUMINOUS 0ENSITY
<br />17
<br />SPEC
<br />EXTRACTION /GRADATION
<br />EACH
<br />2.00
<br />5123.00
<br />000
<br />50.00
<br />0.00
<br />5000
<br />18
<br />SPEC
<br />AIR VOIDS
<br />EACH
<br />200
<br />5123.60
<br />0.00
<br />5000
<br />0.00
<br />5000
<br />SCHEDULE 0 . 0 - 5 0 1 4 2 8 2 84 84 - TOTAL. 52,438,14 542.354.07
<br />SCHEDULE 7.0- PEDESTRIAN CURB RAMPS`
<br />1
<br />2021501
<br />MOBILIZATION ..,., -,
<br />LS
<br />1.00
<br />.,. 580000 100
<br />5800,00
<br />50.00
<br />5500.00
<br />2
<br />2521.501
<br />4" CONCRETE PAVEMENT
<br />SY
<br />1000
<br />543.26 15.70
<br />5679.18
<br />1570
<br />5679.18
<br />3
<br />2531.602
<br />PEDESTRIAN CURB RAMP
<br />EACH
<br />0.00
<br />5927.00: 1,00
<br />5927.00
<br />100
<br />5927.00
<br />4
<br />2531.602
<br />PEDESTRIAN CURB RAMP (COLORED)
<br />EACH
<br />5.00
<br />51.339.001
<br />3.00
<br />54.017,00
<br />3,00
<br />54.017,00
<br />5
<br />2531.618
<br />TRUNCATED 00ME8
<br />SF
<br />5800
<br />537.08
<br />32,00
<br />51186.56
<br />3200
<br />51.185.58
<br />404.00
<br />51,212.00
<br />6
<br />T
<br />2211.501
<br />2350.502
<br />AGGREGATE BASE CLASS
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />TON
<br />13778
<br />36.67
<br />508.00
<br />565.90
<br />,_. __ -0;00 ..............._
<br />000
<br />5000
<br />50.00
<br />SCHEDULE 7.0- PEDESTRIAN CURB RAMPS• TOTAL 57.609.74 57.609741
<br />CHANGE ORDER 1.0 - ROSE WOOD DRIVE CORRECTION
<br />1
<br />2021.501
<br />MOBILIZATION
<br />1.5
<br />1.00
<br />51000.00
<br />0.00
<br />50.00
<br />1.00
<br />51000.00
<br />2
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />33303
<br />53.50
<br />000
<br />5000
<br />437.00
<br />51,529.50
<br />3
<br />2105501
<br />2100522
<br />COMMON EXCAVATION (P1
<br />CY
<br />222.22
<br />517.00
<br />000
<br />50.00
<br />220.00
<br />53,74000
<br />4
<br />SELECT GRANULAR EORROW(CVL
<br />CY
<br />11111
<br />517.00
<br />0.00
<br />$0.00
<br />11600
<br />52.006.00
<br />5
<br />2105.604
<br />GEOTEXTILE PAORIC
<br />5Y
<br />31589
<br />53.00
<br />000
<br />50.00
<br />404.00
<br />51,212.00
<br />6
<br />T
<br />2211.501
<br />2350.502
<br />AGGREGATE BASE CLASS
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />TON
<br />13778
<br />36.67
<br />508.00
<br />565.90
<br />,_. __ -0;00 ..............._
<br />000
<br />5000
<br />50.00
<br />0.0D
<br />53.426.60
<br />52.00
<br />8
<br />250]602
<br />CONNECT TO EXISTING STORM STRUCTURE
<br />EACH
<br />2.00
<br />5775.00
<br />0 00
<br />50,00
<br />1 00
<br />5775.00
<br />2502541
<br />4- PERF PE PIPE DRAIN W /SOCK
<br />IS
<br />289.00
<br />51.50
<br />0.00
<br />50.00
<br />310.00
<br />540500
<br />9
<br />2503600
<br />TRAFFIC CONTROL
<br />LS
<br />1OD
<br />5500.00
<br />0.00
<br />50.00
<br />1.00
<br />5500,00
<br />CHANGE ORDER 0.0 •ROSEWOOD DRIVE CORRECTION -TOTAL 50.00 51465430
<br />RID SUMMARY
<br />SCHEDULE 1.0 • ROSEW000 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- FIREHALL PARKING LOT - TOTAL
<br />SCHEDULE 8.0- SPOONER 8ARK -TOTAL
<br />SCHEDULE 7.0- PEDESTRIAN CURD RAMPS -TOTAL
<br />CHANGE ORDER 1,0- ROSEWOOD DRIVE CORRECTION- TOTAL
<br />TOTAL DID SUMMARY THIS PERIOD
<br />TOTAL 010 SUMMARY TO DATE
<br />THIS PERIOD
<br />5518,85
<br />51,814,90
<br />0222.66
<br />01,077.06
<br />$2,120,00
<br />52,430.14
<br />07,603 .74
<br />80.00
<br />516,111.35
<br />TOTAL 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 />516,111.35
<br />5805,57
<br />50.00
<br />50.00
<br />505,30070
<br />TOTAL TO DATE
<br />530293803
<br />519,146 91
<br />5000
<br />5000
<br />5348,485.44
<br />515,05.78
<br />5
<br />577,550,32
<br />591,526.92
<br />547,079.90
<br />552918,30
<br />549 ,244.51
<br />543,364.07
<br />57,609.74
<br />514,654.30
<br />$302,938.13
<br />
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