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ITEM
<br />N0.
<br />ITEM
<br />DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />QTY. UNIT PRICE
<br />THIS PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />CITY. TOTAL PRICE
<br />000
<br />SCHEDULE 4.0 - SYLVAN STREET
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />100
<br />63,000.00
<br />0.00
<br />5000
<br />1.00
<br />53.000,00
<br />2
<br />2104.505
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />655.00
<br />52.83
<br />0.00
<br />50.00
<br />389.00
<br />61.100.87
<br />3
<br />2105.525
<br />TOPSOIL BORROW
<br />CY
<br />30.00
<br />620.60
<br />3.90
<br />680,34
<br />12.80
<br />6263.88
<br />4
<br />2123.61
<br />EXPLORATORY DIG "WM FITTING"
<br />EACH
<br />1,00
<br />61,236,00
<br />0.00
<br />50.00
<br />1,00
<br />$123600
<br />5
<br />2231.604
<br />BITUMINOUS PATCH SPECIAL
<br />5Y
<br />370.00
<br />612.88
<br />0,00
<br />60.00
<br />0.00
<br />60.00
<br />6
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />3700.00
<br />61.55
<br />0.00
<br />60.00
<br />3700.00
<br />$5735.00
<br />7
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />4.00
<br />6165.00
<br />0.00
<br />60.00
<br />2.14
<br />5353,10
<br />8
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />465.00
<br />665,90
<br />0.00
<br />60.00
<br />453.22
<br />629.867.20
<br />9
<br />2504,602
<br />ADJUST VALVE BOX
<br />EACH
<br />2.00
<br />6190.55
<br />0.00
<br />50.00
<br />1.00
<br />6190.55
<br />10
<br />2504.602
<br />"WM FITTING" BOLT REPLACEMENT
<br />FITTING
<br />1.00
<br />6710.70
<br />0.00
<br />60.00
<br />0.00
<br />60.00
<br />11
<br />2506.522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />1,00
<br />5499,55
<br />0.00
<br />60.00
<br />0,00
<br />6000
<br />12
<br />2506.602
<br />REPLACE STRUCTURE RINGS
<br />EACH
<br />5.00
<br />6342.99
<br />0.00
<br />6000
<br />6.00
<br />62,057.94
<br />13
<br />2506.602
<br />REGROUT MANHOLE RINGS & CASTING
<br />EACH
<br />1.00
<br />687.55
<br />0.00
<br />60.00
<br />1.00
<br />687.55
<br />14
<br />2506,602
<br />REGROUT MANHOLE INVERT & DOGHOUSE
<br />MH
<br />2.00
<br />6206.00
<br />0,00
<br />50.00
<br />3.00
<br />661800
<br />15
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE
<br />LF
<br />655.00
<br />614.42
<br />0.00
<br />60.00
<br />389.00
<br />65,609.38
<br />16
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />100
<br />622145
<br />0.00
<br />60.00
<br />1,00
<br />6221.45
<br />17
<br />2573.53
<br />INLET PROTECTION OMMCO)
<br />EACH
<br />3.00
<br />6169,95
<br />0.00
<br />$0.00
<br />3.00
<br />6509.85
<br />18
<br />2575,604
<br />SEEDING (TYPE 270)
<br />SY
<br />22000
<br />63.61
<br />0.00
<br />60.00
<br />0.00
<br />60,00
<br />19
<br />SPEC
<br />GRADATION TEST CLASS 5
<br />EACH
<br />1.00
<br />677.25
<br />0,00
<br />60.00
<br />0.00
<br />6000
<br />20
<br />SPEC
<br />PROCTOR TEST, CLASS 5
<br />EACH
<br />1,00
<br />697,85
<br />0.00
<br />60.00
<br />0,00
<br />60.00
<br />21
<br />SPEC
<br />DENSITY TEST, IN PLACE
<br />EACH
<br />3:00
<br />625.75
<br />0.00
<br />60,00
<br />0.00
<br />6000
<br />22
<br />SPEC
<br />CONCRETE TESTING, CYLINDERS (SET OF 3)
<br />EACH
<br />2.00
<br />692,70
<br />0.00
<br />60.00
<br />1,00
<br />692.70
<br />23
<br />SPEC
<br />NUCLEAR BITUMINOUS DENSITY
<br />EACH
<br />3,00
<br />625.75
<br />0.00
<br />60.00
<br />2.00
<br />651,50
<br />24
<br />SPEC
<br />EXTRACTIONIGRADATION
<br />EACH
<br />1.00
<br />6123.60
<br />0.00
<br />60.00
<br />100
<br />612360
<br />25
<br />SPEC
<br />AIR VOIDS
<br />EACH
<br />1,0D
<br />6123.60
<br />0.00
<br />60.00
<br />1.00
<br />6123.60
<br />SCHEDULE 4.0- SYLVAN STREET - TOTAL 680,34 651,24197
<br />SCHEDULE 5,0 - FIREHALL PARKING LOT
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />52,000.00
<br />000
<br />60.00
<br />1.00
<br />52,000.00
<br />2
<br />2104.505
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />50.00
<br />814.42
<br />0.00
<br />50.00
<br />85.00
<br />61 225.70
<br />3
<br />2105.501
<br />COMMON EXCAVATION ti
<br />CY
<br />100.00
<br />514.42
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />4
<br />2112604
<br />BASE PREPARATION
<br />SY
<br />1950.00
<br />52.06
<br />0.00
<br />50.00
<br />1,95000
<br />54,017.00
<br />5
<br />2331.604
<br />FULL DEPTH RECLAMATION
<br />SY
<br />1950.00
<br />61.29
<br />0,00
<br />6000
<br />1,95000
<br />52,515.50
<br />6
<br />2350,501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />240.00
<br />571.00
<br />0.00
<br />60.00
<br />209.63
<br />614 883.73
<br />7
<br />2350501
<br />WEE LV3 NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />240.00
<br />671.00
<br />0.00
<br />50,00
<br />25878
<br />518 373.38
<br />8
<br />2506.602
<br />REPLACE STRUCTURE RINGS
<br />EACH
<br />1.00
<br />5333.00
<br />0.00
<br />6000
<br />1.00
<br />6333.00
<br />9
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 8618
<br />LF
<br />50.00
<br />514.42
<br />0.00
<br />60.00
<br />8.50
<br />512257
<br />10
<br />2573.607
<br />ROADWAY ROCK CHECK DAM
<br />CY
<br />2000
<br />53399
<br />0.00
<br />50.00
<br />4.5D
<br />6152.96
<br />11
<br />2582.501
<br />PAVEMENT MESSAGE (HANDICAP SYM)-EPDXY
<br />EACH
<br />2.00
<br />6128.75
<br />0.00
<br />50.00
<br />200
<br />6257.50
<br />12
<br />2582.502
<br />4" SOLID WHITE LINE - EPDXY
<br />LF
<br />520.00
<br />64.12
<br />0,00
<br />60,00
<br />517.00
<br />62,130.04
<br />SCHEDULE 5.0 . FIREBALL PARKING LOT- TOTAL 60.00 648,011.38
<br />SCHEDULE 6.0- SPOONER PARK
<br />1
<br />2021501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />52,000.00
<br />0.00
<br />60.00
<br />1.0D
<br />62,000.00
<br />2
<br />2104.523
<br />SALVAGE & REINSTALL CONCRETE PARKING STOP
<br />EACH
<br />36.00
<br />614.42
<br />0.00
<br />60.00
<br />0.00
<br />60.00
<br />3
<br />2105.501
<br />COMMON EXCAVATION
<br />CY
<br />20.00
<br />520.60
<br />0.00
<br />50.00
<br />188.37
<br />$3,880.42
<br />4
<br />2105.525
<br />TOPSOIL BORROW
<br />CY
<br />75.00
<br />620.60
<br />0,00
<br />60.00
<br />0.00
<br />60.00
<br />5
<br />2112.604
<br />BASE PREPARATION
<br />SY
<br />1435.00
<br />62.06
<br />0.00
<br />60.00
<br />1,435.00
<br />62956.10
<br />6
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />24.00
<br />610.30
<br />21.00
<br />6216.30
<br />21.00
<br />5216.30
<br />7
<br />2331.604
<br />FULL DEPTH RECLAMATION
<br />SY
<br />1435.00
<br />61.29
<br />000
<br />60.00
<br />1,435.00
<br />61,851.15
<br />8
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />140.00
<br />676.00
<br />13691
<br />610,405.16
<br />136.91
<br />610405.16
<br />9
<br />2350.501
<br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />180.00
<br />, 67600
<br />171.46
<br />61303096
<br />171.46
<br />613,030.96
<br />
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