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07-11-2012 Additions
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7/12/2012 1:46:32 PM
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ITEM <br />010. <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 />QTY. TOTAL PRICE <br />0.0D <br />SCHEDULE 4.0 - SYLVAN STREET <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />53,000.00 <br />0.00 <br />50.00 <br />1,00 <br />53,000.00 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />655.00 <br />62.83 <br />0.00 <br />50.00 <br />389.00 <br />51,100.87 <br />3 <br />2105,525 <br />TOPSOIL BORROW <br />CY <br />30.00 <br />520.60 <br />0.00 <br />50.00 <br />8,90 <br />5183.34 <br />d <br />2123.61 <br />EXPLORATORY DIG'NJ91 FITTING" <br />EACH <br />1.00 <br />51.236.00 <br />0.00 <br />50.00 <br />1.00 <br />51,236.00 <br />5 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />5Y <br />370.00 <br />512.88 <br />0.00 <br />60.00 <br />0.00 <br />50.00 <br />6 <br />2232,501 <br />MILL BITUMINOUS PAVEMENT <br />59' <br />3700.00 <br />51.55 <br />0.00 <br />5000 <br />670000 <br />55,735.00 <br />7 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) <br />TON <br />4.00 <br />6165.00 <br />2.14 <br />5353.10 <br />2.14 <br />5353.10 <br />8 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />465.00 <br />565.90 <br />14.50 <br />5955.55 <br />453.22 <br />529,867.20 <br />9 <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />2.00 <br />619055 <br />0.00 <br />50.00 <br />1.00 <br />5190.55 <br />10 <br />2504602 <br />"WM FITTING" BOLT REPLACEMENT <br />FITTING <br />100 <br />5710.70 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />11 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />1.00 <br />5499.55 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />12 <br />2506.602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />5.00 <br />5342.99 <br />0.00 <br />60.00 <br />6.00 <br />52,057.94 <br />587.55 <br />13 <br />2506.602 <br />REGROUT MANHOLE RINGS B CASTING <br />EACH <br />1.00 <br />587.55 <br />0.00 <br />60.00 <br />1.00 <br />14 <br />2506.602 <br />REGROUT MANHOLE INVERT & DOGHOUSE <br />MH <br />2.00 <br />6206.00 <br />0.00 <br />60.00 <br />3.00 <br />661800 <br />15 <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />LF <br />655.00 <br />514.42 <br />0.00 <br />60.00 <br />389.00 <br />55,609.38 <br />16 <br />2563.601 <br />TRAFFIC CONTROL <br />1.5 <br />1.00 <br />5221.45 <br />0.00 <br />50.00 <br />1.00 <br />5221,45 <br />17 <br />2573.53 <br />INLET PROTECTION (WIMCO) <br />EACH <br />3.00 <br />6169.95 <br />0.00 <br />60.00 <br />3.00 <br />5509.85 <br />18 <br />2575.604 <br />SEEDING (TYPE 270) <br />59' <br />220.00 <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 />60.00 <br />20 <br />SPEC <br />PROCTOR TEST, CLASS 5 <br />EACH <br />1.00 <br />697.85 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />21 <br />SPEC <br />DENSITY TEST, IN PLACE <br />EACH <br />3.00 <br />52515 <br />0.00 <br />00.00 <br />0.00 <br />50.013 <br />22 <br />SPEC <br />CONCRETE TESTING CYLINDERS (SET OF 3) <br />EACH <br />2.00 <br />692.70 <br />0.00 <br />$0.00 <br />1.00 <br />592.70 <br />23 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />3.00 <br />525.75 <br />2.00 <br />651.50 <br />2.00 <br />551.50 <br />24 <br />SPEC <br />EXTRACTION /GRADATION <br />EACH <br />100 <br />5123.60 <br />1.00 <br />6123.60 <br />1.00 <br />612360 <br />25 <br />SPEC <br />AIR VOIDS <br />EACH <br />1.00 <br />5123.60 <br />1.00 <br />6123.60 <br />100 <br />5123.60 <br />SCHEDULE 4.0 - SYLVAN STREET- TOTAL 61,607.35 651,161 63 <br />SCHEDULE 5.0- FIREHALL PARKING LOT <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />52,00000 <br />0.0D <br />50.00 <br />1.00 <br />62000.00 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />50.00 <br />61442 <br />0.00 <br />60.00 <br />85.00 <br />51225.70 <br />2105.501 <br />COMMON EXCAVATION <br />CY <br />100.00 <br />614.42 <br />00D <br />60.00 <br />0.00 <br />60.00 <br />4 <br />2112604 <br />BASE PREPARATION <br />$ Y <br />19500D <br />52.06 <br />0.00 <br />50.00 <br />1.950.00 <br />64 017.00 <br />© <br />2331.604 <br />FULL DEPTH RECLAMATION <br />6Y <br />195000 <br />51.29 <br />0.00 <br />50.00 <br />1950.00 <br />52.51550 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />240.00 <br />671.00 <br />0.00 <br />50.00 <br />209.63 <br />514883.73 <br />112350,501 <br />9 <br />2350501 <br />2506.602 <br />2531.501 <br />TYPE LV3 NON WEARING COURSE MIXTURE BASE <br />TON <br />240.00 <br />571.00 <br />0.00 <br />50.00 <br />258.78 <br />518,37338 <br />REPLACE STRUCTURE RINGS <br />EACH <br />1,00 <br />6333.00 <br />0.00 <br />50.00 <br />1.00 <br />6333.00 <br />CONCRETE CURB B GUTTER DESIGN B618 <br />LE <br />5000 <br />614.42 <br />0.00 <br />50.00 <br />8.50 <br />6122.57 <br />10 <br />25]3.607 <br />ROADWAY ROCK CHECK DAM <br />CY <br />20.00 <br />53399 <br />0.00 <br />60.00 <br />4.50 <br />615296 <br />11 <br />2582.501 <br />PAVEMENT MESSAGE (HANDICAP SYM) - EPDXY <br />EACH <br />2.0D <br />6128.75 <br />2.00 <br />525750 <br />2.00 <br />6257.50 <br />12 <br />2582.502 <br />4" SOLID WHITE LINE - EPDXY <br />LF <br />520.00 <br />64.12 <br />517.00 <br />52.130.04 <br />517.00 <br />62130.04 <br />SCHEDULE 5.0 - FIREHALL PARKING LOT - TOTAL 52,387.54 646 011.38 <br />SCHEDULE 6.0- SPOONER PARK <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />52000.00 <br />1.00 <br />52.00000 <br />100 <br />62,000.00 <br />2 <br />2104,523 <br />SALVAGE B REINSTALL CONCRETE PARKING ST0P <br />EACH <br />36.00 <br />614.42 <br />0.00 <br />50.00 <br />0.00 <br />60.00 <br />3 <br />2105,501 <br />COMMON EXCAVATION <br />CY <br />2000 <br />520.60 <br />188.37 <br />53,88042 <br />188.37 <br />6388042 <br />4 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />75.00 <br />520.60 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />5 <br />2112.604 <br />BASE PREPARATION <br />SY <br />1435.00 <br />62,06 <br />1435.00 <br />52,956.10 <br />1 435.00 <br />$2?9556.10 <br />
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