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705 <br />NO. <br />TEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />OTY. UNIT PRICE <br />THIS PERIOD <br />QTY. TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE. <br />25 <br />SPEC <br />EXTRACTION/GRADATION <br />EACH <br />2.0D <br />5127.50 <br />1.00 <br />5127.50 <br />200 <br />525500 <br />2G <br />SPEC <br />AIR VOIDS <br />EACH <br />200 <br />,,,,,, 5127.50 <br />2 00, ,,,,_ „_„ <br />_ „_ 512).50 <br />200 <br />5255;00 <br />SCHEDULE 4.0.ONTARIO ROAD -TOTAL 53066.00 531,05021 <br />SCHEDULE 0.0. PAYNE AVENUE <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />LF <br />1.00 <br />1700.00 <br />55.900.00 <br />St53 <br />0.00 <br />50.00 <br />1.00 <br />5590000 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURBANDGUTTER <br />0.00 <br />5000 <br />50.00 <br />1,207.00 <br />400 <br />61,984.41 <br />5207840 <br />3 <br />2104.509 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />40D <br />574460 <br />0.00 <br />4 <br />2105.525 <br />- <br />TOPSOIL BORROW <br />CY <br />65.00 <br />510.36 <br />7000 <br />31285.70 <br />70.00 <br />51205.20 <br />5 <br />2112.501 <br />SURGRADE PREPARATION <br />$ TA <br />EACH <br />2300 <br />00 <br />5112.20 <br />0.00 <br />0.00 <br />50.00 <br />23,00 <br />52,580.60 <br />0 <br />2123.61 <br />EXPLORATORY DIG "GATE VALVE" <br />50.00 <br />34.00 <br />522 542.00 <br />7 <br />2219501 <br />AGGREGATE BASE CLASS 5. BASE CORRECTION <br />100 <br />440 00 <br />518.36 <br />0.00 <br />00.00 <br />0.00 <br />50.00 <br />0 <br />2232501 <br />AMU. BITUMINOUS PAVEMENT <br />01 <br />YON <br />TON <br />T0N <br />0880.00 <br />31.10 <br />9.85000 <br />510 060.00 <br />9,800.00 <br />967,00 <br />792.45 <br />500.06000 <br />$51250 <br />556.088.00 <br />345,160.655 <br />9 <br />10 <br />2350;501 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE(DRIVEWAY) <br />TYPE MV4 WEAR COURSE MIXTURE <br />00 <br />322000 <br />900.00 <br />55800 <br />557.00 <br />410 <br />96700 <br />0.00 <br />551260 <br />556,006.00 <br />5000 <br />11 <br />2350.501 <br />TYPE LV3 NON WEARING COURSE. MIXTUIOEDASE1 <br />12 <br />2503.541 <br />12' RC PIPE SEWER DE5 3005 CLV <br />LF <br />EACH <br />14.00 <br />9.00 <br />547.94 <br />5357.00 <br />000 <br />5000 <br />16.00 <br />5767.04 <br />13 <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />0.00 <br />50.00 <br />900 <br />53212.00 <br />14 <br />15 <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />100 <br />1.00 <br />100 <br />530000 <br />5262140 <br />5079.20 <br />4.00 <br />0.00 <br />51.20000 <br />50.00 <br />400 <br />0.00 <br />,,51,200.00 <br />5000 <br />2504602 <br />6" GATE VALVE <br />FhCH <br />16 <br />2504.602 <br />0' GATE VALVE BOLT REPLACEMENT <br />0.00 <br />50.00 <br />31.00 <br />530 355.20 <br />17 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DESIGN SPFCIAL24 "X36" <br />,VALVE <br />54004 <br />300 <br />5144040 <br />0.00 <br />50.00 <br />3.00 <br />54,34520 <br />18 <br />2506.302 <br />COAST DRAINAGE STRUCTURE DESIGN SPECIAL, 48' %72" <br />EACH_ <br />EACH <br />EACH <br />3.00 <br />3.00 <br />7.00 <br />53202.80 <br />538500 <br />565.00 <br />0.00 <br />50.00 <br />3.00 <br />5960640 <br />19 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />1.00 <br />5385.00 <br />100 <br />538500 <br />20 <br />2506.602 <br />REGROUT MANHOLE RINGS <br />0.00 <br />5000 <br />0.00 <br />50.00 <br />21 <br />2531.501 <br />CONCRETE CURB& GUTTER DESIGN SURMOUNTABLE <br />LP <br />1700.00 <br />6882 <br />0.00 <br />00,00 <br />129700 <br />511430.54 <br />22 <br />2563.001 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />5892.50 <br />0.00 <br />50.00 <br />0.50 <br />5446.25 <br />23 <br />2573.53 <br />INLET PROTECTION (WIMCO) <br />EACH <br />0.00 <br />590,00 <br />0,00 <br />50.00 <br />6.00 <br />554000 <br />24 <br />2575.804 <br />SEEDING (TYPE 270) <br />SY <br />570.00 <br />51.22 <br />53200 <br />5771.04 <br />632.00 <br />5771.04 <br />25 <br />SPEC <br />REPLACE MANHOLE RINGS <br />EACH <br />000 <br />52650 <br />0.00 <br />5204.00 <br />8.0D <br />5204.0D <br />26 <br />SPEC <br />GRADATION TEST, CLASS 5 <br />PROCTOR TEST, CRASS 5 <br />DENSITY TEST. IN PLACE <br />EACH <br />EACH <br />EACH <br />1.00 <br />1.00 <br />2.00 <br />570.50 <br />501.00 <br />525.50 <br />0.00 <br />0.00 <br />0,00 <br />50.00 <br />5000 <br />50.00 <br />0.00 <br />0.00 <br />0.00 <br />50.00 <br />50.00 <br />5000 <br />27 <br />SPEC <br />28 <br />SPEC <br />29 <br />SPEC <br />CONCRETE TESTING, CYLINDERSjSET OF 3) <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />EACH <br />3.00 <br />6.00 <br />2.00 <br />59180 <br />625.50 <br />6127.50 <br />0.00 <br />3.00 <br />50.00 <br />576.50 <br />1.00 <br />5.00 <br />501.00 <br />5127.50 <br />30 <br />SPEC <br />31 <br />SPEC <br />EXTRACTIONIGRAOATION <br />EACH <br />1.00 <br />5127.50 <br />2.00 <br />5255.00 <br />32 <br />SPEC <br />AIR VOIDS <br />EACH <br />2.00 <br />5127.50 <br />1.00 <br />5127.50 <br />2.00 <br />525500 <br />SCHEDULE 5.0- PAYNE AVENUE -TOTAL 671.643.24 $213910.73 <br />5 <br />