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ITEM
<br />NO.
<br />1
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />QTY. UNIT PRICE
<br />THIS PERIOD
<br />QTY, TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />0.00
<br />30.00
<br />1.00
<br />$2200.00
<br />42
<br />SPEC
<br />SEDIMENT REMOVAL BACKHOE
<br />HR
<br />2,00
<br />3140,00
<br />0.00
<br />$0.00
<br />0.00
<br />30.00
<br />43
<br />SPEC
<br />GRADATION TEST. CLASS 5
<br />EACH
<br />1.00
<br />3125.40
<br />0.00
<br />$000
<br />1.00
<br />3125,40
<br />44
<br />SPEC
<br />PROCTOR TEST CLASS 5
<br />EACH
<br />1.00
<br />5138.60
<br />0,00
<br />30,00
<br />1.00
<br />3138.60
<br />45
<br />SPEC
<br />PROCTOR TEST, CLASS
<br />EACH
<br />2.00
<br />3138.60
<br />0.00
<br />50.00
<br />0,00
<br />30.00
<br />46
<br />SPEC
<br />DENSITY TEST, INPLACE
<br />EACH
<br />15.00
<br />346.20
<br />0.00
<br />30.00
<br />6.00
<br />$277.20
<br />47
<br />SPEC
<br />CONCRETE TESTING
<br />EACH
<br />6,00
<br />3145.20
<br />0.00
<br />30.00
<br />3.00
<br />3435.60
<br />48
<br />SPEC
<br />BITUMINOUS CORE DENSITY
<br />EACH
<br />12.00
<br />3100.00
<br />0.00
<br />$0.00
<br />7.95
<br />$795,00
<br />SCHEDULE5,0 SEXTANT AVENUE- -TOTAL 32,381.25 3120,967.17
<br />SCHEDULE 6.0- LABORE ROAD
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.0D
<br />52200.00
<br />0.00
<br />30.00
<br />1.00
<br />$2200.00
<br />2
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />270.00
<br />$300
<br />0.00
<br />$0.00
<br />471.00
<br />31 413,00
<br />3
<br />2231.604
<br />BITUMINOUS PATCH SPECIAL
<br />SY
<br />85.00
<br />328.00
<br />0.00
<br />30.00
<br />83.00
<br />$2324.00
<br />37 260.00
<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 />2,420.00
<br />5
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />500.00
<br />347.50
<br />0.00
<br />3000
<br />429.26
<br />320,389.85
<br />6
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />3.00
<br />3200.00
<br />0.00
<br />30.00
<br />3,00
<br />3600.00
<br />7
<br />2506,522
<br />ADJUST FRAME, RING AND CASTING
<br />EACH
<br />4.00
<br />3350.00
<br />0,00
<br />30.00
<br />8.00
<br />52,800.00
<br />8
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 8618
<br />LF
<br />270.00
<br />513.50
<br />0.00
<br />$0.00
<br />471.00
<br />36358.50
<br />9
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />3500.00
<br />0.00
<br />$0.00
<br />1,00
<br />3500.00
<br />10
<br />2564.603
<br />4" SOLID LINE WHITE - EPDXY
<br />LF
<br />3,200.00
<br />30.32
<br />0.00
<br />$0.00
<br />0,00
<br />30.00
<br />11
<br />2564,603
<br />4' DOUBLE SOLID LINE YELLOW - EPDXY
<br />LF
<br />1,600,00
<br />30.65
<br />0.00
<br />30.00
<br />0.00
<br />30.00
<br />SCHEDULE 6.0 - LABORE ROAD - -TOTAL $0.00 343.845.35
<br />SCHEDULE 7,0 ' SAVAGE LANE (MILL AND OVERLAY)
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1,00
<br />$1,100.00
<br />0,00
<br />30.00
<br />1.00
<br />$1.100.00
<br />2
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT (2" DEEP)
<br />SY
<br />1,800.00
<br />33.00
<br />0.00
<br />3000
<br />1,681.00
<br />35,043.00
<br />3
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />300.00
<br />$47,50
<br />0.00
<br />30.00
<br />271.21
<br />512,88248
<br />4
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />3.00
<br />3200.00
<br />0.00
<br />$0.00
<br />2.00
<br />3400.00
<br />5
<br />2506.522
<br />ADJUST FRAME, RING AND CASTING
<br />EACH
<br />1.00
<br />3350.00
<br />0.00
<br />50.00
<br />1,00
<br />$350.00
<br />6
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />3500.00
<br />0.00
<br />$0.00
<br />1.00
<br />3500.00
<br />SCHEDULE 7,0- SAVAGE LANE (MILL AND OVERLAY) -TOTAL $0.00 320,275.48
<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 />31,50000
<br />2
<br />2104,501
<br />REMOVE CURB AND GUTTER
<br />LF
<br />230.00
<br />53.00
<br />0.00
<br />$0.00
<br />230.0D
<br />$690.00
<br />3
<br />2104,505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />410.00
<br />$2.00
<br />0.00
<br />$0.00
<br />410.00
<br />5820.00
<br />4
<br />2105,501
<br />COMMON EXCAVATION (P)
<br />CY
<br />155.00
<br />511.00
<br />0.00
<br />50.00
<br />155.00
<br />$1 705.00
<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 />$4,777.50
<br />6
<br />2105.604
<br />GEOTEXTILE FABRIC
<br />SY
<br />600.00
<br />52.50
<br />0.00
<br />50.00
<br />600.00
<br />$1,500.00
<br />]
<br />2211.501
<br />AGGREGATE BASE CLASSS
<br />TON
<br />290.00
<br />515.90
<br />0.00
<br />50.00
<br />247.90
<br />53941.61
<br />8
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />115.00
<br />56.00
<br />0.00
<br />$0.00
<br />258.33
<br />51,549.98
<br />9
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />35.00
<br />547.50
<br />0.00
<br />50.00
<br />37.27
<br />$1,770.33
<br />10
<br />2350.502
<br />TYPE SP NON WEARING COURSE MIXTURE (BINDER)
<br />TON
<br />50.00
<br />546.50
<br />0.00
<br />50.00
<br />45.12
<br />52,098.08
<br />11
<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 />I.F
<br />230.00
<br />514.00
<br />0.00
<br />50.00
<br />230.00
<br />$3 220.00
<br />13
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 8618
<br />LE
<br />230.00
<br />513.50
<br />0.00
<br />50.00
<br />226.00
<br />53,051.00
<br />14
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />51,500.00
<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 />LE
<br />230,00
<br />50.33
<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 />$0.00
<br />201.00
<br />566.33
<br />17
<br />2564.603
<br />4" SKIP YELLOW LINE - EPDXY
<br />IF
<br />40.00
<br />50.33
<br />0.00
<br />50.00
<br />40.00
<br />513.20
<br />SCHEDULE 8.0- LITTLE CANADA ROAD - -TOTAL $0.00 530,760.53
<br />CHEOULE 9,0 -CITY HALL PARKING LOT
<br />1
<br />2021.501
<br />OBILIZATION
<br />LS
<br />1.00
<br />55,200,00
<br />1.00
<br />55,200.00
<br />1.00
<br />55,200.00
<br />2
<br />2101.502
<br />BLEARING
<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 />2.00
<br />3750.00
<br />2.00
<br />375000
<br />4
<br />2104.501
<br />REMOVE CURB AND GUTTER
<br />LF
<br />225.00
<br />$2.20
<br />419.00
<br />5921.80
<br />419.00
<br />$921.80
<br />5
<br />2104 505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />1 985.00
<br />52.00
<br />1,985.00
<br />53,970.00
<br />1,985.00
<br />53,970.00
<br />6
<br />2104.511
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />35.00
<br />53.90
<br />11.00
<br />$42.90
<br />11.00
<br />54290
<br />7
<br />2105,501
<br />COMMON EXCAVATION (P)
<br />CY
<br />1,152.00
<br />3850
<br />969.00
<br />58,236.50
<br />969.00
<br />58,236.50
<br />8
<br />2105.521
<br />SELECT GRANULAR BORROW (CV)
<br />CY
<br />700.00
<br />510.00
<br />550.00
<br />55,500,00
<br />550.00
<br />55.50000
<br />9
<br />2105.604
<br />GEOTEXTILE FABRIC
<br />SY
<br />2050.00
<br />52.50
<br />1,650.00
<br />$4125.00
<br />1,65000
<br />54 125.00
<br />10
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />925.00
<br />315.90
<br />684.64
<br />$10,885.78
<br />684.64
<br />310,885.78
<br />11
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />15.00
<br />320.00
<br />95.00
<br />$1,900.00
<br />95.00
<br />31,900.00
<br />12
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />270.00
<br />547.50
<br />222.66
<br />$10,576.35
<br />222.66
<br />$10,57635
<br />13
<br />2350.502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />270.00
<br />346.50
<br />259.32
<br />512,058.38
<br />259.32
<br />312,058.38
<br />
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