Laserfiche WebLink
ITEM <br />040. <br />ITEM DESCRIPTION <br />UNIT <br />0001010461 CONTRACT <br />QTY.' UNIT PRICE <br />THIS PERIOD <br />QTY. TOTAL PRICE <br />TOTAL TOOATE <br />QTY. TOTAL. PRICE <br />SPEC EXTRACTION /GRADATION <br />EACH <br />200 <br />012750 <br />1.00 5127.50 <br />00 <br />5127.50 <br />26 <br />SPEC AIR VOIDS <br />SCHEDULE 4.0. ONTARIO ROAD • TOTAL <br />EACH <br />2,00 <br />5127.50 1,00 5127.50 1.00 5127.50 <br />5720.12 530.76221 <br />SCHEDULE 5.0 • PAYNE AVENUE <br />1 <br />2021,501 <br />MOBILIZATION <br />LS <br />1.00 <br />55900.00 <br />000 <br />50.00 <br />1.00 <br />55,900.00 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />1700.00 <br />51.53 <br />1 297.00 <br />51904.41 <br />1297.00 <br />51904.41 <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 />52,97840 <br />4 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />65.00 <br />518.30 <br />0.00 <br />80,00 <br />0.00 <br />50.00 <br />5 <br />2112.501 <br />SUSGRAOE PREPARATION <br />STA <br />23.00 <br />5112.20 <br />2300 <br />53580.60 <br />23.00 <br />52,50060 <br />6 <br />2123.61 <br />EXPLORATORY DIG "GATE VALVE" <br />56014 <br />300 <br />5663.00 <br />27.00 <br />517,901,00 <br />3400 <br />522542.3 <br />7 <br />2211.501 <br />AGGREGATE BASE CLASS 6, BASE CORRECTION <br />TON <br />440.09 <br />0.3 <br />50.00 <br />0.00 <br />50.00 <br />0 <br />2732.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />9000.00 <br />51.10 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />$300501 <br />TYPE MV4WENRCOURBE MIXTURE (DRIVEWAY),., <br />TON <br />3500 <br />_ 512500 <br />0.00 <br />50.00 <br />5000 <br />10 <br />2350.501 <br />TYPO MV4 WEAR COURSE MIXTURE <br />7011 <br />122000 <br />5`0.3 <br />0.0D <br />50.00 <br />0.00 <br />50.00 <br />11 <br />2350.501 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />90000 <br />557.00 <br />792.45 <br />545169.65 <br />79245 <br />545 169.65 <br />12 <br />2603.501 <br />12' RC PIPE SEWER DES 3006, CLV <br />LF <br />1400 <br />54794 <br />0.00 <br />5000 <br />16.3 <br />576704 <br />13 <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />9.00 <br />53573 <br />000 <br />50.00 <br />9.00 <br />532133 <br />14 <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />100 <br />5300.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />15 <br />2504.602 <br />6' GATE VALVE <br />E6001 <br />1.00 <br />52 621 40 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />10 <br />2504.602 <br />6' GATE VALVE BOLT REPLACEMENT <br />_ <br />VALVE <br />_ <br />t3 <br />5979.20 <br />2400 <br />523500.50 <br />31.00 <br />$30 355.20 <br />17 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 'X35" <br />EACH <br />33 <br />51440.40 <br />0.00 <br />50.00 <br />3,00 <br />54 345.20 <br />10 <br />2506`502 <br />00116T DRAINAGE STRUCTURE DESIGN SPECIAL 4(5X72_ <br />06011 <br />3.00 <br />53,202.00 <br />10 <br />2506.5522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />3.3 <br />5305.00 <br />000 <br />$0.00 <br />0.00 <br />50,00 <br />20 <br />2506.602 <br />EGROUT MANHOLE RINGS <br />EACH <br />7,00 <br />505.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />21 <br />2531,501 <br />CONCRETE CURB 8. GUTTER DESIGN SURMOUNTABLE <br />LE <br />170000 <br />50.82 <br />1207.00 <br />511 439.54 <br />1201,00 <br />511 43954 <br />22 <br />2503.601 <br />TRAFFIC CONTROL <br />LS <br />1.06 <br />509250 <br />OLD <br />50.00 <br />0.50 <br />544625 <br />23 <br />2573.53 <br />INLET PROTEOTION40WIMCO)_ <br />EACH <br />6.00 <br />500.00 <br />6.00 <br />5540.00 <br />6.00 <br />554000 <br />24 <br />2595,604 <br />SEEDING (TYPE 27) <br />SV <br />5}03 <br />$1.22 <br />0.00 <br />50.00 <br />0.00 <br />6000 <br />25 <br />SPEC <br />REPLACE MANHOLE RINGS <br />06011 <br />5.00 <br />525.50 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />20 <br />SPEC <br />GRADATION TEST. CLASS 5 <br />EACH <br />00 <br />57650 <br />0.00 <br />0000 <br />0.00 <br />50.00 <br />27 <br />SPEC <br />PROCTOR TEST CLASS 5 <br />EACH <br />1.00 <br />591.80 <br />000 <br />50.00 <br />03 <br />5000 <br />20 <br />SPEC <br />DENSITY TEST IN PLACE <br />0600 <br />2.OD <br />525.50 <br />0.00 <br />50,00 <br />0.00 <br />50.00 <br />29 <br />SPEC <br />CONCRETE TESTING CYLINDERS 5ETOF3 <br />EACH <br />3.00 <br />591.00 <br />100 <br />09100 <br />1.00 <br />591.00 <br />30 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />6.00 <br />525,50 <br />2.00 <br />56100 <br />2.00 <br />551.00 <br />31 <br />SPEC <br />EXTRACTIONIGRADATION <br />EACH <br />2.00 <br />5127.50 <br />1.00 <br />5127 50 <br />1.3 <br />5127.50 <br />32 <br />SPEC <br />AIR VOIDS <br />EACH <br />200 <br />5127.50 <br />100 <br />5127.60 <br />100 <br />5127.50 <br />_ . <br />SCHEDULE 5.0 • PAYNE AVENUE • TOTAL 5103513.00 5142.267.49 <br />