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NO. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />4TY. UNIT PRICE <br />THIS PERIOD <br />PTY. TOTAL PRICE <br />TOTAL TO DATE <br />CITY. TOTAL PRICE <br />25 SPEC <br />I XTRACTIONIGRADATION <br />EACH <br />2.00 <br />512750 <br />0.00 <br />50.00 <br />300 <br />525500 <br />2 6 SPEC <br />AIR VOIDS <br />EACH <br />200 <br />512750 <br />000 <br />60.00 <br />260 <br />525500 <br />SCHEDULE 4.0- ONTARIO ROAD - TOTAI, 5359.40 540.894.35 <br />SCHEDULE 5.0 -PAYNE AVENUE <br />1.8 <br />1.00 <br />MOBILIZATION .... .......... .... .._. _...._ <br />REMOVE CONCRETE CURB AND GUTTER <br />55.900.00 <br />1 2021.501 <br />M089LI2AT100I <br />95.900.00 <br />0.00 <br />50.00 <br />100 <br />2 2104.505 <br />REMOVE CONCRETE CURE AND GUTTER <br />LP <br />170000 <br />55.53 <br />000 <br />50.00 <br />1297.00 <br />51,904.41 <br />3 2106509 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />400 <br />5741.00 <br />0.00 <br />50.00 <br />4.00 <br />52.978.40 <br />4 2105.525 <br />TOPSOIL BORROW <br />CY <br />05500 <br />518.36 <br />0.00 <br />5000 <br />70.00 <br />51.205.20 <br />5 12112.001 <br />SUBGRAOE PREPARATION <br />STA <br />23.00 <br />511210 <br />0,00 <br />50.00 <br />2300 <br />92,590,00 <br />G 2123.61 <br />EXPI.ORAFORY OIG GATE VALVE' <br />EACH <br />3.00 <br />956300 <br />-7.00 <br />(54 641.00) <br />1700 <br />517.901.00 <br />21700 <br />2211.501 <br />AGGREGATE BASE CLASS 5. BASE CORRECTION <br />TON <br />440,00 <br />51836 <br />0.00 <br />5000 <br />0.00 <br />50.00 <br />8 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />900000 <br />91.10 <br />000 <br />5000 <br />9880.00 <br />510 0580 <br />0 <br />10 <br />2350901 <br />2350.500 <br />TYPE MV4 NEAR COURSE MIXTURE(CRIVEWAY).. <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />TON <br />3500 <br />122000 <br />512500 <br />50900 <br />000 <br />1690 <br />5000 <br />598020 <br />31.55 <br />98390 <br />53.093.7 5 <br />957.05520 <br />11 1 <br />2350 501 <br />TYPE I.V3 NON WEARING COURSE MIXTURE (BASS <br />TON <br />LF <br />900.00 <br />557.00 <br />0.00 <br />500D <br />792.45 <br />545.169.65 <br />12 <br />2503.501 <br />12" RC PIPE SEWER DES 3005 CLV <br />14.00 <br />94794 <br />0,00 <br />50.00 <br />15.00 <br />5767.04 <br />13 <br />2503.002 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />9,00 <br />5357.00 <br />0.00 <br />50.00 <br />9.0D <br />93213.00 <br />14 <br />15 <br />2504002 <br />2509.002 <br />ADJUST VALVE 0000 <br />0' GATE VALVE <br />EACH <br />20011 <br />100 <br />1.00 <br />530000 <br />52,621,40 <br />0.00 <br />0,00 <br />50,00 <br />50.00 <br />400 <br />000 <br />51,200,00 <br />90.00 <br />16 <br />2504.602 <br />6" GATE VALVE BOLT REPLACEMENT <br />VALVE <br />100 <br />5979.20 <br />-7.00 <br />{56,854,40) <br />24.00 <br />523.50080 <br />17 <br />18 <br />19 <br />20 <br />2506.502 <br />2506.502 <br />2506.522 <br />1 2506.602 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 'X36" <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 48 "X72" <br />EACH <br />3.00 <br />51.440.40 <br />9320280 <br />938500 <br />565.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />90.00 <br />5000 <br />90.00 <br />50.00 <br />3.00 <br />300 <br />94345.20 <br />0001 <br />300 <br />59,00840 <br />ADJUST FRAME AND RING CASTING <br />0000021 MANHOLE RINGS <br />EACH <br />EACH <br />3.00 <br />7.00 <br />8.00 <br />0.00 <br />53.08000 <br />90.00 <br />21 <br />2531,501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />LP <br />1700.00 <br />58.82 <br />0.00 <br />50.00 <br />1297.00 <br />911 439.54 <br />22 <br />2553.609 <br />TRAFFIC CONTROL <br />LS <br />9.00 <br />989290 <br />0.00 <br />5000 <br />1.00 <br />5892.50 <br />23 <br />257353 <br />INLET PROTECTION (WIMCO) <br />EACH <br />600 <br />590.00 <br />6.00 <br />5540.00 <br />12.00 <br />51080.00 <br />24 <br />2575.604 <br />SEEDING (TYPE 270) <br />SY <br />570.00 <br />9122 <br />000 <br />50.00 <br />63200 <br />577904 <br />25 <br />SPEC <br />REPLACE MANHOLE RINGS <br />EACH <br />5.00 <br />525.50 <br />0.00 <br />90.00 <br />1.00 <br />525.50 <br />26 <br />SPEC <br />GRADATION TEST CLASS <br />EACH <br />100 <br />976.50 <br />0,00 <br />50,00 <br />000 <br />5000 <br />27 <br />20 <br />29 <br />SPEC <br />SPEC <br />. SPEC <br />PROCTOR TEST,SASS 5 <br />EACH <br />EACH <br />EACH <br />100 <br />2.00 <br />3.00 <br />59180 <br />52550 <br />501.80 <br />0.00 <br />50.00 <br />0,00 <br />5000 <br />5000 <br />DENSITY TEST. 9N PLACE <br />CONCRETE TESTING, CYLINDERS (SET OF 3) <br />0.00 <br />50.00 <br />000 <br />000 <br />50.00 <br />1OD <br />59100 <br />30 <br />I SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />600 <br />525.50 <br />0.00 <br />5000 <br />500 <br />9127.50 <br />31 <br />SPEC <br />EXTRACTION/GRADATION <br />EACH <br />2.00 <br />5127.50 <br />0.00 <br />50.00 <br />2.00 <br />5255.00 <br />32 <br />SPEC <br />AIR VOIDS <br />EACH <br />200 <br />5127.50 <br />0.00 <br />5000 <br />2.00 <br />525500 <br />SCHEDULE 9.0- PAYNE AVENUE • TOTAL (59,975 <br />5210,279.53 <br />SCHEDULE 6.0 - CHANGE ORDER 191 (PARK STREET) <br />1 <br />2 <br />2021.501 <br />2104501 <br />MOBILIZATION .... .......... .... .._. _...._ <br />REMOVE CONCRETE CURB AND GUTTER <br />IS <br />LF <br />140.00 <br />_.. 300000...._ <br />9204 <br />100 - ...... <br />14000 <br />53,000;00 <br />920560 <br />1.00 <br />140,00 <br />5205.60 <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />23500 <br />51.63 <br />23500 <br />5303.05 <br />235.00 <br />9363.05 <br />4 <br />2105 501 <br />COMMON EXCAVATION (0) <br />CY <br />120.00 <br />51020 <br />120.00 <br />51422400 <br />120.00 <br />7500 <br />51224.00 <br />$ <br />2105.522 <br />SELECT GRANULAR BORROW {CV) <br />CY <br />92,00 <br />515.61 <br />75.00 <br />519075 <br />51170,75 <br />6 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />30.00 <br />513.52 <br />0.00 <br />9000 <br />000 <br />9000 <br />7 <br />2105604 <br />GEOTEXTILE 880090 <br />SY <br />265.00 <br />52.04 <br />21700 <br />550388 <br />247.00 <br />550300 <br />0 <br />2211501 <br />AGGREGATE BASE CLASS 5(0') <br />TON <br />140.00 <br />91000 <br />106.02 <br />51.05020 <br />106.02 <br />51.000.20 <br />9 <br />2350.502 <br />TYPE 1.V3 NON WEARING COURSE MIXTURE3BASE) <br />TON <br />35.00 <br />512500 <br />26.00 <br />53,250.00 <br />26.00 <br />53.250.00 <br />5 <br />