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ITEM
<br />NO.
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />OTT. UNIT PRICE
<br />THIS PERIOD
<br />OTT. TOTAL PRICE
<br />TOTAL TO DATE
<br />CITY. TOTAL PRICE
<br />SCHEDULE 5.0 • SEXTANT AVENUE -- TOTAL
<br />566.626,96
<br />5100,636.72
<br />SCHEDULE 6.0- LABORE ROAD
<br />I
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />52,200.00
<br />1.00
<br />52,200.00
<br />100
<br />52,200.00
<br />2
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />270.00
<br />$3.00
<br />471.00
<br />$1.413.00
<br />471.00
<br />51.413.00
<br />3
<br />2231 604
<br />BITUMINOUS PATCH SPECIAL
<br />SY
<br />55.00
<br />52800
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />4
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT (2" DEEP)
<br />SY
<br />2,850.00
<br />53.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />5
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />500.00
<br />547.50
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />6
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />3.00
<br />5200.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />7
<br />2506.522
<br />ADJUST FRAME RING AND CASTING
<br />EACH
<br />4.00
<br />5350.00
<br />2.00
<br />5700.00
<br />4.00
<br />51,400.00
<br />8
<br />2531.501
<br />CONCRETE CURB 8 GUTTER DESIGN 8618
<br />LF
<br />270.00
<br />51350
<br />471.00
<br />86,358.50
<br />471.00
<br />56,350.50
<br />9
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />5500.00
<br />1.00
<br />5500.00
<br />1.00
<br />$500.00
<br />10
<br />2564.603
<br />4" SOLID LINE WHITE - EPDXY
<br />LF
<br />3.200.00
<br />50.32
<br />0.00
<br />5000
<br />0.00
<br />50.00
<br />11
<br />2564603
<br />4" DOUBLE SOLID LINE YELLOW • EPDXY
<br />LF
<br />1,600.00
<br />50.65
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />SCHEDULE 6.0- LABORE ROAD -TOTAL 511,171,50 511,871.50
<br />SCHEDULE 7.0 - SAVAGE LANELIMILL AND OVERLAY)
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />51,100.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT (2" DEEP)
<br />SY
<br />1,800,00
<br />53.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />3
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />300.00
<br />$47.50
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />4
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />3.00
<br />$200.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />5
<br />2506.522
<br />ADJUST FRAME, RING AND CASTING
<br />EACH
<br />1.00
<br />5350.00
<br />0.00
<br />50,00
<br />0.00
<br />50.00
<br />6
<br />2553.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />5500.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />SCHEDULE 7.0- SAVAGE LANE (MILL AND OVERLAY) - TOTAL 50.00 50.00
<br />SCHEDULE 8.0 LITTLE CANADA ROAD
<br />1
<br />2021,501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />51,500.00
<br />0.00
<br />50.00
<br />1.00
<br />51,500.00
<br />2
<br />2104.501
<br />REMOVE CURB AND GUTTER
<br />LF
<br />230.00
<br />53.00
<br />0.0D
<br />50.00
<br />230.00
<br />5690.00
<br />3
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />410.00
<br />52.00
<br />0.00
<br />50.00
<br />410.00
<br />5820.00
<br />4
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />CY
<br />155.00
<br />$11.00
<br />0.00
<br />50.00
<br />155.00
<br />51,705.00
<br />5
<br />2105.522
<br />SELECT GRANULAR BORROW (CV)
<br />CY
<br />455.00
<br />510.50
<br />0.00
<br />50.00
<br />455.00
<br />54,777,50
<br />6
<br />2105.604
<br />GEOTEXTILE FABRIC
<br />SY
<br />600.00
<br />52.50
<br />0.00
<br />5000
<br />600.00
<br />51.500.00
<br />7
<br />2211,501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />290.00
<br />515.90
<br />0.00
<br />$0.00
<br />247.90
<br />53941.61
<br />8
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />115,00
<br />5600
<br />0.00
<br />80.00
<br />258.33
<br />51,549.98
<br />9
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />TON
<br />35.00
<br />50.00
<br />547.50
<br />$46.50
<br />0.00
<br />0.00
<br />80.00
<br />50.00
<br />37.27
<br />45.12
<br />$1,770.33
<br />$2,098.08
<br />10
<br />2350.502
<br />TYPE SP NON WEARING COURSE MIXTURE (BINDER)
<br />N
<br />2350.502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />60.00
<br />546.50
<br />0,00
<br />50.00
<br />55.00
<br />$2,557.50
<br />12
<br />2502.602
<br />4 -INCH PERF PE PIPE DRAIN
<br />LF
<br />230.00
<br />514.00
<br />0.00
<br />50.00
<br />230.00
<br />53220.00
<br />13
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN B618
<br />LF
<br />230.00
<br />513.50
<br />0.00
<br />5000
<br />226.00
<br />53,051.00
<br />14
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />$1,50000
<br />0.00
<br />50.00
<br />1.00
<br />$1,500.00
<br />15
<br />2564.603
<br />4" SOLID WHITE LINE - EPDXY
<br />LF
<br />230.00
<br />5033
<br />0.00
<br />$0.00
<br />0.00
<br />50.00
<br />16
<br />2564.603
<br />4" SOLID YELLOW LINE - EPDXY
<br />LF
<br />180.00
<br />50.33
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />17
<br />2564.603
<br />4" SKIP YELLOW LINE - EPDXY
<br />LF
<br />40.00
<br />50.33
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />SCHEDULE 8.0- LITTLE CANADA ROAD -TOTAL 50.00 530,681.00
<br />SCHEDULE 9.0 - CITY HALL PARKING LOT
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />$5,200,00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2
<br />2101.502
<br />CLEARING
<br />EACH
<br />2.00
<br />5375,00
<br />0.00
<br />50.00
<br />2.00
<br />5750.00
<br />3
<br />2101.507
<br />GRUBBING
<br />EACH
<br />2.00
<br />5375.00
<br />0.00
<br />50.00
<br />0.00
<br />50,00
<br />4
<br />2104.501
<br />REMOVE CURB AND GUTTER
<br />LF
<br />225.00
<br />$2.20
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />5
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />1,985,00
<br />52.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />6
<br />2104.511
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />35,00
<br />53.90
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />7
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />CY
<br />CY
<br />1.152.00
<br />700.00
<br />$8.50
<br />51000
<br />0.00
<br />0.00
<br />$0.00
<br />50.00
<br />0.00
<br />0.00
<br />50.00
<br />5000
<br />8
<br />2105.521
<br />SELECT GRANULAR BORROW (CV)
<br />9
<br />2105.604
<br />GEOTEXTILE FABRIC
<br />SY
<br />2.050.00
<br />$2.50
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />10
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />925.00
<br />815.90
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />11
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />TON
<br />15.00
<br />270.00
<br />$20.00
<br />547.50
<br />0,00
<br />0,00
<br />50.00
<br />50,00
<br />0.00
<br />0.00
<br />$000
<br />5000
<br />12
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />13
<br />2350,502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />270,00
<br />$46.50
<br />0.00
<br />50.00
<br />0,00
<br />50.00
<br />14
<br />2411.604
<br />MODULAR BLOCK RETAINING WALL
<br />SF
<br />LF
<br />180.00
<br />1.300.00
<br />$28.50
<br />$12.50
<br />0.00
<br />0,00
<br />$0.00
<br />50,00
<br />0.00
<br />0.00
<br />5000
<br />5000
<br />15
<br />2502.541
<br />4 -INCH PERF PE PIPE GRAIN
<br />16
<br />2503.541
<br />10" PVC STORM SEWER
<br />LF
<br />25.00
<br />540.80
<br />0.00
<br />$0.00
<br />0,00
<br />50.00
<br />17
<br />2503.541
<br />12" RC PIPE SEWER DES 3006, CLV
<br />LF
<br />23.00
<br />540.80
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />18
<br />2503.602
<br />CONNECT TO EXISTING STORM MAIN
<br />EACH
<br />2.00
<br />5359.04
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />19
<br />2506.002
<br />CONST DRAINAGE STRUCTURE SPECIAL 24 "x36-
<br />EACH
<br />1,00
<br />52,244,00
<br />0.00
<br />50.00
<br />0.00
<br />$0.00
<br />20
<br />2506.502
<br />CONST DRAINAGE STRUCTURE SPECIAL (27' DIA)
<br />EACH
<br />1,00
<br />52.040.00
<br />0.00
<br />50.00
<br />0.00
<br />$0.00
<br />21
<br />2521.501
<br />CONCRETE SIDEWALK (4" THICK)
<br />SF
<br />25.00
<br />54.00
<br />0.00
<br />$0,00
<br />0.00
<br />50.00
<br />22
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 0618
<br />LF
<br />225.00
<br />513.50
<br />0.00
<br />80.00
<br />0.00
<br />50.00
<br />
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