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ITEI <br />NO. <br />57000 005058811000 <br />UNIT <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />010'. <br />7HIS PERIOD <br />TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />SCHEDULE 5,0- FIREHALL PARKING LOT <br />SCHEDULE 4 0 • SYLVAN STREET <br />MOBILIZATION <br />LS.._ <br />LF <br />100 <br />855.00 <br />5),00000 <br />5283 <br />0.00 <br />50.00 <br />415.00 <br />50,00000 <br />5117445 <br />1 <br />2 <br />2021.501 <br />2104,505 <br />REMOVE CONCRETE CURB AND GUTTER <br />000 <br />50.00 <br />3 <br />2105.525 <br />1055011 BORROW <br />CY <br />30.00 <br />520.50 <br />0.00 <br />50.00 <br />12.80 <br />510368 <br />4 <br />2123.61 <br />EXPLORATORY DIG 'VIM FITTING' <br />EACH <br />1.00 <br />51236.00 <br />0.00 <br />50.00 <br />1.00 <br />01 23001 <br />5 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />37000 <br />512.80 <br />000 <br />0.00 <br />50.00 <br />50.00 <br />0.00 <br />3,700.00 <br />5060 <br />5573500 <br />6 <br />2232.501 <br />M10. BITUMINOUS PAVEMENT <br />5Y <br />3700.00 <br />5155 <br />7 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE (ORIVEWAY) <br />TON <br />4.00 <br />5155.00 <br />0.00 <br />50.00 <br />1240 <br />5204600 <br />8 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />465.00 <br />555.90 <br />0.00 <br />50.00 <br />438.72 <br />52891105 <br />10 <br />2504002 <br />2504.602 <br />ADJUST VALVE BOX <br />'WM FITTING-BOLT REPLACEMENT <br />EACH <br />FITTING <br />200 <br />100 <br />5190.55 <br />571070 <br />0.00 <br />0.00 <br />SOHO <br />50.00 <br />200 <br />0.00 <br />538110 <br />50.00 <br />11 <br />2508.522 <br />ADJUST FRAIAE ANT) RING CASTING <br />EACH <br />1.00 <br />549955 <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 />50.00 <br />8.00 <br />1.00 <br />52405794 <br />587.55 <br />13 <br />2500.602 <br />5005007 MANHOLE RINGS CASTING <br />EACH <br />1.00 <br />557.55 <br />0.00 <br />5004 <br />f4 <br />2508.602 <br />REGROUT MANHOLE INVERT & DOGHOUSE <br />MH <br />200 <br />5206.00 <br />0.00 <br />50.00 <br />3.00 <br />501800 <br />IS <br />2531.501 <br />CONCRETE c0503 GUTTER DESIGN SURMOUNTABLE <br />LE <br />655.00 <br />514.42 <br />0.00 <br />5000 <br />415.00 <br />55.984,30 <br />16 <br />2503.601 <br />TRAFFIC CONTROL <br />15 <br />1.00 <br />5221.45 <br />$16995 <br />000 <br />0.00 <br />50.00 <br />100 <br />5221.45 <br />17 <br />257153 <br />INLET PROTECTION (0415100) <br />EACH <br />300 <br />50.00 <br />300 <br />5509.05 <br />16 <br />2575804 <br />5EE0:100 (TYPE 270) <br />SY <br />220.00 <br />53.81 <br />0.00 <br />50.00 <br />58.00 <br />5202.10 <br />9 <br />SPEC <br />GRADATION TEST. CLASS 5 <br />EACH <br />1.00 <br />577.25 <br />0.00 <br />5900 <br />0.00 <br />50.00 <br />20 <br />SPEC <br />PROCTOR TEST, CLASS 5 <br />EACH <br />1.00 <br />59785 <br />000 <br />50.00 <br />1.00 <br />597.05 <br />21 <br />SPEC <br />DENSRY TEST. IN PUCE <br />EACH <br />300 <br />52575 <br />000 <br />5000 <br />000 <br />5000 <br />22 <br />SPEC <br />CONCRETE TESTING, CYLINDERS (SET OF 3) <br />EACH <br />EACH <br />2.00 <br />3.00 <br />592 .70 <br />525.75 <br />0.00 <br />0.00 <br />5000 <br />5000 <br />1.00 <br />2.00 <br />592.70 <br />551.50 <br />23 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />24 <br />SPEC <br />EXTRACTION /GRADATION <br />EACH <br />100 <br />5122.60 <br />0.00 <br />50.00 <br />1.00 <br />5123.60 <br />25 <br />SPEC <br />NR 1)0105 <br />EACH <br />1.00 <br />5123.00 <br />000 <br />5000 <br />1.00 <br />512160 <br />SCHEDULE 4.0- SYLVAN STREET - TOTAL 5000 552.91830 <br />SCHEDULE 5,0- FIREHALL PARKING LOT <br />1 <br />2021501 <br />MOBILIZATION <br />LS <br />1.8 <br />100 <br />5000 <br />52000.00 <br />514.42 <br />0.00 <br />0.00 <br />50.00 <br />50.03 <br />1,00 <br />8500 <br />52.000.00 <br />511225 .70 <br />5000 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />3 <br />2105 501 <br />COMMON EXCAVATION <br />CY <br />100.00 <br />514.42 <br />0.00 <br />50.00 <br />00) <br />4 <br />2112.604 <br />BASE PREPARATION <br />SY <br />195000 <br />5206 <br />0.00 <br />5000 <br />1,95000 <br />54,017,00 <br />5 <br />23310004 <br />FULL DEPTH RECLAMATION <br />SY <br />1050.00 <br />5129 <br />0.00 <br />50.00 <br />1950.00 <br />52515.50 <br />0 <br />2350.501 <br />TYPE 10v4 WEAR COURSE MIXTURE <br />TON <br />24000 <br />071.00 <br />0.00 <br />50.30 <br />23903 <br />51701373 <br />7 <br />2350501 <br />TYPE LV3 NON WEARING COURSE AMIXIURE(0 ASE ) <br />TON <br />240.00 <br />57100 <br />000 <br />50.00 <br />758.78 <br />518,373.30 <br />8 <br />2506802 <br />REPLACE STRUCTURE RINGS <br />EACH <br />100 <br />531300 <br />D.00 <br />50.00 <br />1.00 <br />0325.00 <br />9 <br />253E501 <br />CONCRETE CURB & GUTTER DESIGN13310 <br />LF <br />5000 <br />01442 <br />000 <br />$0.00 <br />85.00 <br />51,225,70 <br />10 <br />2573607 <br />ROADWAY ROCK CHECK DAM <br />CY <br />1000 <br />53599 <br />000 <br />0000 <br />4.50 <br />515235 <br />11 <br />2502501 <br />PAVEMENT MESSAGE (HANDICAP SYM) • EPDXY <br />4- SOLID WHITE 1500E -070XY <br />EACH <br />LE <br />2.00 <br />51000 <br />5128.75 <br />54.12 <br />0.00 <br />000 <br />5000 <br />00.00 <br />2.00 <br />517.00 <br />525150 <br />52,13004 <br />12 <br />2582502 <br />SCHEDULE 5.0 REHALL PARKING LOT - TOTAL 5000 548.24451 <br />FCN0000,5,8,O- SPO9NF.17 PARR <br />1 <br />2021501 <br />MOBILIZATION <br />LS <br />1.00 <br />52000.00 <br />0.00 <br />50.00 <br />0,00 <br />5200000 <br />2 <br />2104.523 <br />SALVAGE & REINSTALL CONCRETE PARKING STOP <br />EACH <br />36.00 <br />51642 <br />0.00 <br />5000 <br />2600 <br />5519.12 <br />3 <br />2105.501 <br />COMMON EXCAVATION <br />CY <br />20,00 <br />520.60 <br />0.00 <br />5000 <br />188.37 <br />$388042 <br />4 <br />2105.525 <br />10145011 BORROW <br />CY <br />i 75.00 <br />520.60 <br />000 <br />5000 <br />17.85 <br />5787.71 <br />5 <br />2112804 <br />BASE PREPARATION <br />SY <br />143580 <br />52.08 <br />0.00 <br />$0.00 <br />1435.00 <br />52,958.10 <br />0 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />20.00 <br />51030 <br />0.00 <br />50.00 <br />24.00 <br />524710 <br />7 <br />2531804 <br />FULL DEPTH RECLAMATION <br />SY <br />1435.00 <br />51.29 <br />0.00 <br />$0.00 <br />1.47500 <br />51.90275 <br />8 <br />2350.501 <br />TYPE MV4 VWVN COURSE. MIXTURE <br />TON <br />14000 <br />57000 <br />0.00 <br />50.00 <br />138.91 <br />510,405.16 <br />9 <br />2353.501 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />100.00 <br />, 578.00 <br />0.00 <br />0000 <br />18906 <br />514.368.58 <br />4 <br />