Laserfiche WebLink
TEb <br />N0. <br />ITEM DESCRIPTION <br />UNI <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />THIS PERIOD <br />CITY. TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />25 SPEC EXTRACTION /GRADATION <br />26 SPEC AIR VOIDS <br />SCHEDULE 4.0 - ONTARIO ROAD - TOTAL <br />EACH <br />2.00 <br />912150 0.00 <br />5000 <br />2.00 <br />EACH <br />2.03 <br />$127.50 _... 0.00 <br />50.00 <br />5000 <br />2.00 <br />5255.00 <br />5255.00 <br />$40.094.35 <br />SCHEDULE 6.0- CHANGE 0RDER 01 (PARK STREET) <br />9CH80111.6 5.0 - PAYNE AVENUE <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />55,90000 <br />0.00 <br />5000 <br />1.00 <br />55.000.00 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LP <br />1700.00 <br />51.53 <br />0.00 <br />50.00 <br />1.297.00 <br />0198441 <br />3 <br />2104.509 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />4.00 <br />5744.0 <br />0.00 <br />9000 <br />400 <br />.,,53,9]8.40 <br />4 <br />2105.525 <br />TOPSOIL SORROW <br />CY <br />65.0D <br />518.36 <br />0.00 <br />60.00 <br />70.00 <br />51285.20 <br />5 <br />2112501 <br />SIJBGRADE PREPARATION <br />STA <br />23,00 <br />511220 <br />0.00 <br />60.00 <br />23.00 <br />52.58060 <br />6 <br />212381 <br />EXPLORATORY DIG 'GATE VALVE" <br />EACH <br />3.00 <br />5003.00 <br />0.00 <br />60.00 <br />27.00 <br />917,901.00 <br />7 <br />2211,501 <br />AGGREGATE. BASE CLASS 5. BASE CORRECTION <br />TON <br />440.00 <br />518.36 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />8 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />900000 <br />91.10 <br />000 <br />50.00 <br />9880.00 <br />510,86000 <br />9 <br />2350301 <br />TIPEMV4 WEAR COURSEMIXTURE (DRIVEWAY) <br />TON <br />3500 _ <br />5125.00 <br />OOD <br />$0.00 <br />3115_._ <br />48.93.75 <br />10 <br />2350.501 <br />TYPE 5094 WEAR COURSE 4101700E <br />TON <br />1220.00 <br />658.00 <br />0.00 <br />50.00 <br />083.90 <br />557.056.20 <br />11 <br />2350.501 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />900.00 <br />557.00 <br />0.00 <br />50.00 <br />792.45 <br />545.169.65 <br />12 <br />2503 541 <br />12" RC PIPE SEWER OES 3006. CLV <br />LE <br />14.00 <br />$47.94 <br />0.00 <br />50.00 <br />16.00 <br />676704 <br />13 ( <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />900 <br />5357.00 <br />0.00 <br />50.00 <br />9.00 <br />63,21300 <br />14 <br />2504.602 <br />ADJUST VALVE 00% .... <br />EACH <br />1.00 <br />6300.00 <br />0.00, <br />60.00 <br />,,.400 <br />61,200.00 <br />15 <br />2504.602 <br />9'GATE VALVE <br />EACH <br />1.00 <br />52.621.40 <br />0.00 <br />50.00 <br />0.00 <br />60.00 <br />16 <br />2504,602 <br />G' GATE VALVE DOLT REPLACEMENT <br />VALVE <br />1.00 <br />5979.20 <br />0.00 <br />60.00 <br />2400 <br />529500.80 <br />17 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" <br />EACH <br />3.00 <br />61448.40 <br />0.00 <br />5000 <br />300 <br />54345.20 <br />10 <br />2508502 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 48 "X72' <br />EACH <br />3.00 <br />53202.60 <br />0.00 <br />60.00 <br />300 <br />59,60840 <br />19 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />3.00 <br />$385.00 <br />000 <br />50.00 <br />800 <br />5308000 <br />20 <br />2506.602 <br />0608007 MANHOLE RINGS <br />EACH <br />7.00 <br />565.00 <br />0.00 <br />5000 <br />0.00 <br />5000 <br />21 <br />2531.501 <br />CONCRETE CURS 5 GUTTER DESIGN SURMOUNTABLE <br />LE <br />1700.00 <br />58.82 <br />0.00 <br />50.00 <br />1,29700 <br />611 439.54 <br />22 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />100 <br />5892.50 <br />0.00 <br />50.00 <br />1.00 <br />6892.50 <br />23 <br />29153 <br />INLET PROTECTION (WIMCO) <br />EACH <br />600 <br />590.00 <br />0.00 <br />50.00 <br />1200 <br />0100000 <br />24 <br />2575.604 <br />5EE01010 (TYPE 270) <br />SY <br />57000 <br />9122 <br />0.00 <br />50.00 <br />632.00 <br />5771.04 <br />25 <br />SPEC <br />REPLACE MANHOLE RINGS <br />EACH <br />5.00 <br />52550 <br />0.00 <br />9000 <br />1.0D <br />62550 <br />26 <br />SPEC <br />GRADATION TEST CLASS 5 <br />EACH <br />1.00 <br />$7650 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />27 <br />SPEC <br />PROCTOR TEST. CLASS 5 <br />EACH <br />1.00 <br />$91.80 <br />0.00 <br />50.00 <br />0.00 <br />60.00 <br />28 <br />SPEC <br />DENSITY TEST, IN PLACE <br />EACH <br />200 <br />925.50 <br />0.00 <br />90.00 <br />0.00 <br />50.00 <br />29 <br />SPEC <br />CONCRETE TESTING, CYLINDERS (906 OF 3) <br />EACH <br />I 300 <br />591,60 <br />0.00 <br />60.00 <br />100 <br />591.00 <br />30 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />6.00 <br />525.50 <br />0.00 <br />$000 <br />5.00 <br />5127.50 <br />31 <br />SPEC <br />EXTRACTION /GRADATION <br />EACH <br />200 <br />5127.50 <br />0.00 <br />50.00 <br />2.00 <br />5255.00 <br />32 <br />SPEC <br />AIR 90109 <br />EACH <br />2.00 <br />5127.50 <br />0.00 <br />50.00 <br />2.00 <br />5255.00 <br />SCHEDULE 5.0 -PAYNE AVENUE - TOTAL 50.00 5210.279.53 <br />SCHEDULE 6.0- CHANGE 0RDER 01 (PARK STREET) <br />1 ` <br />2021.501 <br />MO8IUZATION <br />LS <br />1.00 <br />390000 <br />0.00 <br />50.00 <br />100 <br />63.00000 <br />2 <br />2104.501 <br />REMOVE CONCRETE CURB AND GUTTER <br />LE <br />140.00 <br />62.04 <br />0.00 <br />$0.00 <br />140.00 <br />6365.60 <br />3 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />235.00 <br />9183 <br />000 <br />5000 <br />235.00 <br />5383.05 <br />4 2105501 <br />COMMON EXCAVATION (P) <br />CY <br />120.00 <br />510.20 <br />0.00 <br />5000 <br />120.00 <br />51,224.00 <br />5 2105522 <br />SELECT GRANULAR SORROW (QV) <br />CY <br />92.00 <br />51561 <br />0.00 <br />50.00 <br />75.00 <br />91.170.75 <br />6 2105.525 <br />TOPSOIL SORROW <br />CY <br />3006 <br />513.52 <br />0.00 <br />50.00 <br />0.00 <br />9090 <br />7 2105.604 <br />GEOTEXTILE E80010 <br />SY <br />26500 <br />52.04 <br />0.00 <br />50.00 <br />247.00 <br />5503.88 <br />8 2211501 <br />AGGREGATE BASE CLASS 518 ") <br />TON <br />140.00 <br />510.00 <br />0.00 <br />50.00 <br />106.02 <br />$1.06020 <br />9 1 2350502 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />35.00 <br />5125.00 <br />0.00 <br />50.00 <br />26.00 <br />6325000 <br />5 <br />