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11-09-11 Council Agenda
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ORIGIISAL CONTRACT <br />ITEM DESCRIPTION UNIT 1 QTY. UNIT PRICE 1 THIS 060)00 OTV. TOTAL PRICE <br />TOTAL 10 13475 <br />QTY, TOTAL PRICE <br />251 SPEC <br />20 SPEC <br />EXTRACTION/GRADATION <br />AIR VOMS <br />SCHEDULE 4.0 • ONTARIO ROAD • TOTAL <br />EAcil j 2.00 5127.50 0.00 50.0.0 2.00 5255.00 <br />EAcH 2,00 5127.50 0.00 50,00 2.00 0255.00 <br />30.00 540,53405 <br />5 <br />scHEDHLE 5.0 • PAYNE AvENEE <br />1 <br />2021.501 <br />MOBILIZATION <br />Ls <br />1.00 <br />55 900 00 <br />0.00 <br />00 00 <br />1.00 <br />55.90000 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />1,0 <br />1700.00 <br />51.53 <br />0.00 <br />5000 <br />1.29700 <br />51.08441 <br />3 <br />2104 509 <br />REMOVE DRAINAGE. STRUCTURE <br />EACH <br />4.00 <br />5744,60 <br />0.00 <br />50.00 <br />4.00 <br />02,978.40 <br />4 <br />2105.525 <br />10114011. 0011180W <br />cY <br />65.00 <br />518.58 <br />000 <br />50.00 <br />70.00 <br />01,285.20 <br />5 <br />2112.501 <br />Su00E70E PREPARATION <br />STA <br />25.00 <br />5112.20 <br />0.00 <br />50 00 <br />23.00 <br />57 580 60 <br />6 <br />2123.61 <br />ExpLoRAToRy DIG "GATE VALvo <br />5AC5 <br />100 <br />8663.00 <br />0.00 <br />$0.00 <br />34.00 <br />522.542.00 <br />7 <br />2211.501 <br />AGGREGATE EASE CLASSA, SASE CORRECTION <br />TON <br />440.00 <br />018.36 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />8 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />9000.00 <br />81 10 <br />0.00 <br />50.00 <br />9.880.00 <br />510,8615.00 <br />9 <br />2350.501 <br />TYPE MV4 VVEAR COuRSE MIXTURE(ORNEVVAT). <br />Toni <br />35.00 <br />6125.00 <br />000 <br />$0.00 <br />31.15 <br />53.893.76 <br />10 I <br />2350.501 <br />TYPE 08V4 WEAR COURSE MIXTURE <br />TON <br />1220.00 <br />550.00 <br />0.00 <br />50.00 <br />90700 <br />558,006.00 <br />11 <br />2350.501 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />700.00 <br />557.00 <br />0,00 <br />00.00 <br />79245 <br />J59j,90.85 <br />12 <br />7503.541 <br />02" RC !'1P01 SEWER 0019 3000. CLV <br />LE <br />14.00 <br />84704 <br />0.00 <br />50.00 <br />1000 <br />8767.04 <br />15 <br />2503.062 <br />CONNECT '00001611140 STORM SE)NER <br />EACH <br />600 <br />5357.00 <br />0.00 <br />50.00 <br />960 <br />53.213,00 <br />14 <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />1.00 <br />030000 <br />0.00 <br />50.00 <br />4.00 <br />50,200.00 <br />15 <br />2604.602 <br />6" GATE VALVE <br />EACH <br />7.00 <br />52,621 40 <br />0.00 <br />50.00 <br />0.00 <br />80.00 <br />16 <br />I 2504,602 <br />6" GATE VALVE BOLT REPLACEMENT <br />VALVE <br />1.00 <br />5977.20 <br />000 50.00 <br />31.00 <br />530,350,20 <br />17 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DES[GN SPECIAL 24036" <br />EACH <br />3.00 <br />51,44640 <br />0.00 <br />50.00 <br />3.00 <br />04,345.20 <br />16 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DESIGN 6000141. 48"X72" <br />EACH <br />3.00 <br />53.20200 <br />0.00 <br />5000 <br />600 <br />69.005,40 <br />19 <br />2506.572 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />3.00 <br />532600 <br />0.00 5000 <br />500 <br />63.000,00 <br />20 <br />2506.602 <br />REGRour mANHOLE RINGS <br />EACH <br />7 00 <br />165.00 <br />0.00 S0.00 <br />0.00 <br />00.00 <br />71 <br />2531.501 <br />coNCRETE CURE S. GUTTER 0061001 SURMOUNTABLE <br />1.0 <br />170000 <br />08.8 <br />0.00 00.00 <br />1.277.00 <br />011,439.54 <br />27 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />5892.50 <br />0.00 5000 <br />1.00 <br />6602,50 <br />23 <br />I 2573.53 <br />INLET P801001105 5509100) <br />EACH <br />0.00 <br />590,00 <br />000 50.00 <br />6.00 <br />0040.00 <br />24 <br />257E604 <br />SEEDING (TYPE 270) <br />SY <br />570.00 <br />00.22 <br />0.00 50.00 <br />632.00 <br />6770.04 <br />25 <br />SPEC <br />13EPLACE MANHOLE RINGS <br />EACH <br />5.00 <br />snoo <br />1.00 <br />525.50 <br />1.00 <br />$25.5 <br />26 <br />SPEC <br />GRAOAVON TEST, CIASS 5 <br />EACH <br />1.00 <br />576.50 <br />0.00 <br />MOO <br />0.00 <br />50.0 <br />27 <br />SPEC <br />PROCTOR TEST. CLASS 5 <br />EACH <br />0 00 <br />591.50 <br />0.00 <br />50.00 <br />900 <br />5000 <br />28 <br />SEEC <br />085011? 'TEST IN PLACE <br />EACH <br />2,00 <br />525.50 <br />0.00 5000 <br />000 <br />5060 <br />29 <br />SPEC <br />CONCRETE TESTING. CyLINDERS (SET OF 3) <br />EACH <br />3.00 <br />301,80 <br />0.00 50.00 <br />1.00 <br />501.8 <br />30 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITy <br />EACH <br />a es <br />.. 6669.-__-.--9P <br />................................... 0000 <br />5.00 <br />$17750 <br />31 <br />I SPEC <br />ExTRAc I-ION/GRAM HON <br />EACH <br />71,90 <br />512400 <br />0.00 50.00 <br />2.00 <br />3255.0 <br />32 <br />SPEC <br />AIR VOIDS <br />EAcH <br />2.00 <br />5127 50 <br />000 $0.00 <br />2.00 <br />5255.00 <br />SCHEDULE 5.0 • PAyNE AVENUE • TOTAL 52560 0220,258,73 <br />5 <br />
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