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ITEM SPEC
<br />NO. REF.
<br />ITEM DESCRIPTION UNIT
<br />ORIGINAL CONTRACT
<br />QTY. UNIT PRICE
<br />THIS PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />100
<br />SCHEDULE 7.0 - SAVA E LANE MILL AND RLAY
<br />i 2021.501
<br />MOBILIZATION LS
<br />1.00
<br />I 31,100,00
<br />0.00
<br />50.00
<br />1.001 51,100.00
<br />2 I 2232.501
<br />MILL BITUMINOUS PAVEMENT (2" DEEP) SY
<br />1.800.00
<br />53.00
<br />0.00
<br />30.00
<br />1,681.00
<br />55043.00
<br />' 2350501
<br />TYPE SP WEAR COURSE MIXTURE TON
<br />300.00
<br />547.50
<br />0.00
<br />50.00
<br />271.21
<br />512,882.48
<br />4 . 2504 602
<br />ADJUST VALVE BOX EACH
<br />3.00
<br />5200.00
<br />0.00
<br />50.00
<br />2.001 5400.00
<br />5 I 2506.522
<br />ADJUST FRAME. RING AND CASTING 1 EACH
<br />1.00
<br />5350.001 0.00
<br />30.00
<br />1.00) 5350.00
<br />5 1 2563.601
<br />TRAFFIC CONTROL 1 1.3
<br />1 100
<br />5500.001 0.00
<br />50.00
<br />1.001 3500.00
<br />SCHEDULE 7.0- SAVAGE LANE (MILL AND OVERLAY)- -TOTAL 5000 320.27548
<br />5CHEDILLE 8.0 LITTLE CANADA ROAD
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />100
<br />31,50000
<br />0.00
<br />30.00
<br />1.00
<br />31,500.00
<br />2
<br />2104.501
<br />REMOVE CURB AND GUTTER
<br />LE
<br />230.00
<br />53.00
<br />0.00
<br />30.00
<br />230.00
<br />3690.00
<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 />1820.00
<br />4
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />CY
<br />155.00
<br />311.00
<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 />310,50
<br />0.00
<br />50.00
<br />455.00
<br />34.777.50
<br />6
<br />2105.604
<br />GEOTEXTILE FABRIC
<br />SY
<br />600,00
<br />$2.50
<br />0.00
<br />50.00
<br />600.00
<br />31,500.00
<br />7
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />290,00
<br />315.90
<br />0.00
<br />50.00
<br />247.90
<br />33,941,61
<br />8
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />115.00
<br />56.00
<br />0,00
<br />30.00
<br />258.33
<br />$1,549.98
<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 />31,770.33
<br />10
<br />2350.502
<br />TYPE SP NON WEARING COURSE MIXTURE (BINDER)
<br />TON
<br />50.00
<br />346.50
<br />0.00
<br />30.00
<br />45.12
<br />32,098.08
<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 />30.00
<br />55.00
<br />32.557.50
<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 />53,220.00
<br />13
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 8618
<br />LF
<br />230.00
<br />313,50
<br />0.00
<br />50.00
<br />226.00
<br />33,051.00
<br />14
<br />2563.801
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />$1,500.00
<br />0.00
<br />50.00
<br />1.00
<br />51,500.00
<br />15
<br />2564.603
<br />4" SOLD WHITE LINE - EPDXY
<br />LF
<br />230.00
<br />30.33
<br />0.00
<br />30.00
<br />0.00
<br />30.00
<br />16
<br />2564.603
<br />4" SOLID YELLOW LINE - EPDXY
<br />LF
<br />180.00
<br />30.33
<br />0.00
<br />50,00
<br />20100
<br />566.33
<br />17
<br />2564.603
<br />4" SKIP YELLOW LINE - EPDXY
<br />LF
<br />40.00
<br />50,33
<br />0.00
<br />50.00
<br />4000
<br />313.20
<br />SCHEDULE 8.0 - LITTLE CANADA ROAD - TOTAL 50.00 530,760.53
<br />5CHEDQL5 9 0 - CITY HALL PARKING LOT
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />55200.00
<br />0,00
<br />50.00
<br />1.00
<br />55,200.00
<br />2
<br />2101.502
<br />CLEARING
<br />EACH
<br />2.00
<br />5375.00
<br />0.00
<br />50.00
<br />2.00
<br />5750.00
<br />3
<br />2101.507
<br />GRUBBING
<br />EACH
<br />2.00
<br />5375.00
<br />0,00
<br />50.00
<br />2.00
<br />5750.00
<br />4
<br />2104.501
<br />REMOVE CURB AND GUTTER
<br />LF
<br />225.00
<br />52,20
<br />0.00
<br />50.00
<br />419.00
<br />5921.80
<br />$
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />1.98500
<br />52.00
<br />0,00
<br />50.00
<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 />0.00
<br />50.00
<br />11.00
<br />542.90
<br />7
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />CY
<br />1.15200
<br />58,50
<br />0.00
<br />50.00
<br />969.00
<br />58236.50
<br />8
<br />2105.521
<br />SELECT GRANULAR BORROW(CV)
<br />CY
<br />700.00
<br />310.00
<br />0.00
<br />50.00
<br />550.00
<br />55,500.00
<br />9
<br />2105.604
<br />GEOTEXTILE FABRIC
<br />SY
<br />2,050,00
<br />52.50
<br />0.00
<br />60.00
<br />1.650,00
<br />54,125,00
<br />10
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />925.00
<br />515.90
<br />0.00
<br />$000
<br />684.64
<br />510,885.78
<br />11
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />15,00
<br />520.00
<br />0.00
<br />50.00
<br />95.00
<br />51,900.00
<br />12
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />270,00
<br />347.50
<br />0.00
<br />50.00
<br />222.66
<br />510,576.35
<br />13
<br />2350.502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />270.00
<br />346,50
<br />0.00
<br />50.00
<br />259.32
<br />512.058.38
<br />14
<br />2411.604
<br />MODULAR BLOCK RETAINING WALL
<br />SF
<br />180.00
<br />528.50
<br />0.00
<br />50.00
<br />196.00
<br />55.586,00
<br />15
<br />2502.541
<br />4 -INCH PERF PE PIPE DRAIN
<br />LF
<br />1.300.00
<br />312.50
<br />0.00
<br />30.00
<br />942.00
<br />511.775.00
<br />16
<br />2503.541
<br />10" PVC STORM SEWER
<br />LF
<br />25.00
<br />340,80
<br />0.00
<br />50.00
<br />22.00
<br />5897.60
<br />17
<br />2503.541
<br />12" RC PIPE SEWER DES 3008, CLV
<br />LF
<br />23.00
<br />340.80
<br />0.00
<br />50.00
<br />86.00
<br />53.508.80
<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 />3.00
<br />51,077.12
<br />19
<br />2506.502
<br />CONST DRAINAGE STRUCTURE SPECIAL 24 "x36"
<br />EACH
<br />1,00
<br />52,244.00
<br />0.00
<br />50.00
<br />3.00
<br />36.732.00
<br />20
<br />2506.502
<br />CONST DRAINAGE STRUCTURE SPECIAL (27" DIA)
<br />EACH
<br />1,00
<br />32.040.00
<br />0.00
<br />50.00
<br />1.00
<br />52,040.00
<br />21
<br />2521.501
<br />CONCRETE SIDEWALK (4 "THICK)
<br />SF
<br />25.00
<br />64.00
<br />0.00
<br />30.00
<br />60.00
<br />6240.00
<br />22
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 8618
<br />LF
<br />225,00
<br />513.50
<br />0.00
<br />50.00
<br />434.00
<br />55,859.00
<br />23
<br />2564.602
<br />PAVEMENT MESSAGE (HANDICAPPED SYM) - EPDXY
<br />EACH
<br />2.00
<br />5131,25
<br />3.00
<br />5393.75
<br />3.00
<br />5393.75
<br />24
<br />2564.603
<br />4" SOLID WHITE LINE - EPDXY
<br />LF
<br />1.000.00
<br />31.10
<br />1,188.00
<br />61,306.80
<br />1,188.00
<br />31.306.80
<br />25
<br />2573.502
<br />SILT FENCE TYPE MACHINE SLICED
<br />LF
<br />50.00
<br />62.50
<br />0.00
<br />50,00
<br />100.00
<br />5250.00
<br />26
<br />2573.530
<br />INLET PROTECTION )WIMCO)
<br />EACH
<br />3,00
<br />3175.00
<br />0.00
<br />30,00
<br />3.00
<br />5525.00
<br />27
<br />2575.513
<br />MULCH MATERIAL
<br />CY
<br />2.00
<br />530.00
<br />2.00
<br />360.00
<br />2.00
<br />360.00
<br />28
<br />SPEC
<br />RAIN WATER GARDENS
<br />EACH
<br />1.00
<br />5900.00
<br />0.00
<br />30.00
<br />1.00
<br />5900,00
<br />29
<br />SPEC
<br />INLET SEDIMENT REMOVAL (WIMCO)
<br />EACH
<br />6.00
<br />5100,00
<br />0,00
<br />30.00
<br />1.50
<br />3150.00
<br />30
<br />SPEC
<br />DENSITY TEST, INPLACE
<br />EACH
<br />10.00
<br />546,20
<br />2.00
<br />592.40
<br />200
<br />392.40
<br />SCHEDULE 9.0- CITY HALL PARKING LOT -TOTAL 51.852.95 5106,310.18
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