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ORIGINRL CONTRACT <br />ATY. UNIT PRICE <br />F,RI00 <br />TOTAL PRICE <br />TOTAL TO DATE' <br />01Y: TOTAL PRICE <br />25 <br />SPEC <br />EXTRACTION/GRADATION <br />EACH <br />200 <br />5127.50 <br />0.00 <br />5000 <br />200 <br />525500 <br />l6 <br />SPEC <br />*888 VOIDS„___ <br />EACH <br />2,0D <br />1700.00 <br />000 <br />90_00 <br />... 200 <br />9255.00 <br />51,90441 <br />.__. <br />2104.509 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />4.00 <br />574460 <br />000 <br />5000 <br />SCHEDULE 4.0- ONTARIO ROAD - TOTAL 59.468.65 540,53480 <br />SCHEDULE 5.0- PAYNE AVENUE <br />1 <br />20211501 <br />MOOILISATION <br />LS <br />1,00 <br />95900.00 <br />0.00 <br />5000 <br />1.00 <br />55900.00 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LE <br />1700.00 <br />51.53 <br />0.00 <br />50.00 <br />1.297.00 <br />51,90441 <br />2104.509 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />4.00 <br />574460 <br />000 <br />5000 <br />4.00 <br />5297840 <br />L <br />2105,525 <br />TOPSOIL BORROW <br />CY <br />6500 <br />518.36 <br />000 <br />50.00 <br />70.00 <br />51,285.20 <br />5 <br />2112501 <br />SUBGRAOE PREPA14T10I4 <br />sin <br />23,00 <br />5112.70 <br />0.00 <br />50.00 <br />2300 <br />52,580.60 <br />6 <br />212361 <br />EXPI.ORATORV DIG "GATE VALVE" <br />EACH <br />3.00 <br />8663.00 <br />0.00 <br />5003 <br />3400 <br />522,54200 <br />7 <br />2211.501 <br />AGGREGATE BASE CLASS 5 BASE CORRECTION <br />TON <br />440.00 <br />518.39 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />0 <br />2232501 <br />A9LL BITUMINOUS PAVEMENT <br />SY <br />9090.00 <br />5110 <br />0.00 <br />5000 <br />988000 <br />510,868.00 <br />9 <br />23550.501 <br />IYPEMV4 WEAR COURSEMMTURC10RIVEWAY)_ <br />TON <br />3500 <br />$125.00 <br />53,381.25 <br />31 .15 <br />53,893.75 <br />10 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />1220.00 <br />55900 <br />0.00 <br />50.00 <br />967.00 <br />556 006.00 <br />11 <br />2350.501 <br />TYEE 503 NON WEARING COURSE MIXTURE (BASE) <br />TO <br />900.00 <br />557,00 <br />0.0D <br />50.00 <br />792.45 <br />545.169.65 <br />12 <br />2503.541 <br />12" RC PIPE SEWER DES 3006. CLV <br />1E <br />14.00 <br />547.94 <br />0.00 <br />50.00 <br />16.00 <br />6767.04 <br />13 <br />2503.602 <br />CONNECY TO EXISTMG STORM SEWER <br />EACH <br />9.00 <br />5357,00 <br />0.00 <br />50.00 <br />9.00 <br />53,213.00 <br />14, <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />1.00 <br />5300.00 <br />0.00 <br />50.00 <br />4.00 <br />51.200,00 <br />15 <br />2604.602 <br />G" GATE VALVE <br />EACH <br />1.00 <br />59621.40 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />i6 <br />2504.602 <br />6' GATE VALVE BOLT REPLACEMENT <br />VALVE <br />1.00 <br />5979.20 <br />0.00 <br />90.00 <br />3100 <br />$30,355,20 <br />17 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 2414 36" <br />EACH <br />3.00 <br />51,446.40 <br />0.00 <br />50.00 <br />3.00 <br />8434x20 <br />18 <br />2505.502 <br />CONSIT DRAINAGE STRUCTURE DESIGN SPECIAL 48 "X72" <br />EACH <br />3.00 <br />5320200 <br />0,00 <br />50.00 <br />3,00 <br />9960040 <br />19 <br />2509.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />3.00 <br />5395.00 <br />7.00 <br />52695.00 <br />8.00 <br />53,080.00 <br />20 <br />250 6602 <br />REGROUT MANHOLE RINGS <br />EACH <br />7.00 <br />965,00 <br />0.00 <br />30,00 <br />0.00 <br />5000 <br />21 <br />2531501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />LF <br />1700.00 <br />5882 <br />0.00 <br />90.00 <br />1,297.00 <br />511439.54 <br />22 <br />2563.601 <br />TRAFFIC CONTROL <br />55 <br />1.00 <br />889250 <br />0.50 <br />9446.25 <br />1.00 <br />969250 <br />23 <br />2573.53 <br />INLET 0R07E07I0N{58000) <br />EACH <br />8.00 <br />590.00 <br />0.00 <br />5000 <br />000 <br />554000 <br />24 <br />2576004 <br />SEEDING (TYPE 270) <br />SY <br />570.00 <br />5122 <br />0,00 <br />50.00 <br />632,00 <br />9771.04 <br />25 <br />SPEC <br />REPLACE MANHOLE RINGS <br />EACH <br />5.00 <br />525.50 <br />-0.00 <br />(5204.00) <br />0.00 <br />50,00 <br />26 <br />SPEC <br />GRADATION TEST, CLASS$ <br />EACH <br />1.00 <br />576.50 <br />0.00 <br />90.00 <br />0.00 <br />50.00 <br />27 <br />SPEC <br />PROCTOR TEST CLASS5 <br />EACH <br />100 <br />991400 <br />0.00 <br />_ 5000 <br />0.00 <br />50.00 <br />28 <br />SPEC <br />DENSITY TEST. IN PLACE <br />EACH <br />2.00 <br />525.50 <br />0.00 <br />50.00 <br />0.00 <br />9000 <br />29 <br />SPEC <br />CONCRETE TESTING, CYLINDERS (SET OF 3) <br />EACH <br />3.00 <br />591.80 <br />0.00 <br />50.00 <br />100 <br />591.80 <br />30 <br />SPEC <br />NIJCLE.AR BITUMINOUS DENSITY <br />EACH <br />6.00 <br />525.50 <br />0.00 <br />9000 <br />5.00 <br />5127.50 <br />31 <br />SPEC <br />EXTRACTIONJGRADATION <br />EACH <br />7.00 <br />512760 <br />0.00 <br />90.00 <br />2.00 <br />5255.00 <br />S2 <br />SPEC <br />AIR VOIDS <br />EACH <br />2.00 <br />9127,50 <br />0.00 <br />90.00 <br />2.00 <br />5255.00 <br />SCHEDULE 5.0- PAYNE AVENUE - TOTAL 66.318.50 5220.229.23 <br />5 <br />