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ITEM <br />N0. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />THIS PERIOD <br />OTY. TOTAL PRICE <br />TOTAL TO DATE <br />OTT. TOTAL PRICE <br />SCHEDUI.040 - SYLVAN STREET <br />1 <br />2021.501 <br />MOBILIZATION <br />1.6 <br />1,00 <br />53.000.00 <br />0.00 <br />5000 <br />100 <br />53400.00 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />60.0 <br />52.3 <br />34.00 <br />596.22 <br />415.00 <br />61.174.45 <br />J <br />4 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />30.00 <br />52060 <br />0.00 <br />50.00 <br />1280 <br />526368 <br />10.00 <br />2123.81 <br />EXPLORATORY 0101509 FITTING" <br />EACH <br />100 <br />61.23600 <br />0.00 <br />5000 <br />1.00 <br />51.23600 <br />50.0 <br />2231604 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />370.0D <br />512.88 <br />0.00 <br />50.00 <br />0.00 <br />60,00 <br />5213000 <br />50.00 <br />2232501 <br />MI LL BITUMINOUS PAVEMENT <br />SY <br />2508602 <br />51.55 <br />EACH <br />0.0.0 <br />3.700.00 <br />0.00 <br />50.00 <br />2350.509 <br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) <br />TON <br />4.00 <br />5165.00 <br />0.00 <br />5000 <br />12.40 <br />52.046 00 <br />e_ <br />2350501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />46500 <br />56590 <br />0.00 <br />60.00 <br />438 .72 <br />628.911.65 <br />9 <br />2504602 <br />A03JST VALVE 80X <br />EACH <br />2.00 <br />6190.55 <br />1.00 <br />5190.55 <br />2.00 <br />5381.90 <br />10 <br />2004,802 <br />'WM FITTING' 80LT REPLACEMENT <br />FITTING <br />1.00 <br />571070 <br />0.00 <br />MOD <br />0,00 <br />5000 <br />1 <br />2506.522 <br />ADJUST FRAME PN0 RING CASTING <br />EACH <br />1.00 <br />549955 <br />000 <br />50.00 <br />0.00 <br />500 0 <br />RE PLACE STRUCTURE RINGS <br />EACH <br />5.00 <br />5342.99 <br />0.00 <br />50.00 <br />6.00 <br />52.05794 <br />250.602 <br />REGROUT MANHOLE RINGS B CASTING <br />EACH <br />1,02 <br />587.55 <br />0.00 <br />50.00 <br />1.00 <br />68755 <br />602 <br />REGROUT MANHOLE INVERT 8 DOGHOUSE <br />Mil <br />200 <br />520600 <br />0.00 <br />50.00 <br />3.00 <br />561800 <br />g..25%.802 <br />_2500 <br />2531501 <br />CORCRETE CURB GUTTER DESIGN SURMOUNTABLE <br />LF <br />655.00 <br />51442 <br />34.00 <br />5490,28 <br />415.00 <br />5595490 <br />2593.601 <br />TRAFFIC CONTROL <br />LS <br />100 <br />5221.45 <br />000 <br />50.00 <br />1.00 <br />5221 4 5 <br />267333 <br />INLET PROTECTION NI 10 <br />EACH <br />3.00 <br />5109.95 <br />0.00 <br />50.00 <br />3,00 <br />55085 <br />18 <br />2575.604 <br />5EE09700 TYPE 270 <br />SY <br />220.00 <br />53.61 <br />56.00 <br />5202.16 <br />5600 <br />5202.15 <br />19 <br />SPEC <br />GRADATION TEST. CLASS 5 <br />EACH <br />100 <br />57725 <br />000 <br />5000 <br />0.00 <br />5000 <br />20 <br />SPEC <br />PROCTOR TEST. CLASS 5 <br />EACH <br />1.0 <br />597,85 <br />1,00 <br />597.85 <br />1.0D <br />597.05 <br />21 <br />SPEC <br />DENSITY TEST, INPLACE <br />EACH300 <br />52575 <br />,..,..0.00 - -. <br />500 <br />.._ 0.00 <br />50.02 <br />22 <br />SPEC <br />CONCRETE TESTING. CYLINDERS (SET OF 3) <br />EACH <br />2.00 <br />592.70 <br />0.00 <br />50.0 <br />100 <br />592.70 <br />23 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />3.00 <br />52576 <br />0.00 <br />5000 <br />2,00 <br />551.50 <br />24 <br />SPEC <br />EXTRACTIONIGRAOATION <br />EACH <br />1.00 <br />5(23.60 <br />000 <br />50.00 <br />100 <br />512360 <br />25 <br />SPEC <br />AIR VOIDS <br />EACH <br />1.0 <br />514360 <br />0.00 <br />50.00 <br />100 <br />5123601 <br />SCHEDULE 4.0- SYLVAN STREET - TOTAL 51.077.06 552.918.38 <br />SCHEOUI F 5.0 • FIREHAI7. PARKING LOT <br />1 <br />2021.501 <br />L108ILIZATION <br />L.6 <br />1.00 <br />520000 <br />0.00 <br />50.00 <br />1.00 <br />62,000.00 <br />2 <br />2104405 <br />REMOVE CONCRETE CURB AND GUTTER <br />LE <br />5000 <br />51442 <br />0.00 <br />100 <br />85.00 <br />51225,70 <br />J <br />4 <br />2105.501 <br />2112.604 <br />COMIAON EXCAVATION <br />BASE PREPARATION <br />CY <br />SY <br />10000 <br />195000 <br />514.42 <br />52.08 <br />000 <br />0.00 <br />5000 <br />0.00 <br />500 <br />10.00 <br />1.950.00 <br />54.017,0 <br />5 <br />2331604 <br />FULL DEPTH RECLAMATION <br />SY <br />1950.0 <br />5129 <br />0.0 <br />50.0 <br />1.95000 <br />52,515.50 <br />8 <br />7 <br />2350.501 <br />2350.01 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TYPE LV3 NON NEARING COURSE MIXTURE (EASE) <br />TON <br />TON <br />240.00 <br />240.0 <br />57100 <br />571.0 <br />30.00 <br />0.00 <br />5213000 <br />50.00 <br />23963 <br />25870 <br />517,013.73 <br />518.373.38 <br />8 <br />2508602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />1,00 <br />533300 <br />0.00 <br />50.00 <br />1.00 <br />5333.00 <br />9 <br />2531501 <br />CONCRETE CURB & GUTTER DESIGN 66(8 <br />LP <br />50.0 <br />514.42 <br />0.00 <br />60.00 <br />8500 <br />51225.70 <br />10 <br />2573.607 <br />ROADWAY ROCK CHECK OAM <br />PAVEMENT MESSAGE (HANDICAP SYM) - EPDXY <br />0Y <br />EACH <br />20,00 <br />200 <br />- ,_133.95 <br />6128.75 <br />0.00 <br />0.0 <br />50.00 <br />60,00 <br />4.50 <br />5152,96 <br />11 <br />2582501 <br />2.00 <br />5257.50 <br />12 <br />2582502 <br />4" SOLID WHITE LINE • EPDXY <br />LP <br />520,00 <br />54.12 <br />0.00 <br />80.00 <br />5200 <br />5213004 <br />SCHEDULE 5.0- FIREHALL PARKING LOT- TOTAL 52130.00 54924451 <br />SCHEDULE 6.0 • SPOONER PARK <br />1 <br />2021501 <br />MOBILIZATION <br />LS <br />100 <br />62,000.0000___- <br />2 <br />2104.523 <br />SALVAGE 8 REINSTALL CONCRETE PARKING STOP <br />EACH <br />36.00 <br />514.42 <br />.___,__ <br />0.00 <br />„__�_ <br />50.0 <br />380 <br />551912 <br />J <br />2105.501 <br />COMMON EXCAVATION <br />CY <br />20.00 <br />520.60 <br />0.00 <br />0.0 <br />188.37 <br />53,88042 <br />4 <br />2105.525 <br />TOPSOIL BORROW ..__...,___. <br />CY <br />7500 <br />520.60 <br />17.05 <br />536771 <br />17.85 <br />535771 <br />5 <br />2112004 <br />BASE PREPARATION <br />SY <br />143500 <br />5208 <br />000 <br />50.00 <br />1435.00 <br />52,956.10 <br />6 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />24.00 <br />61060 <br />000 <br />$000 <br />24.00 <br />5247.20 <br />7 <br />2331604 <br />FULL DEPTH RECLAMATION <br />SY <br />143500 <br />5129 <br />0.00 <br />50,0 <br />1,47500 <br />51802.75 <br />8 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TO <br />1400 <br />576.00 <br />0.00 <br />50.00 <br />136.91 <br />510.405.16 <br />9 <br />2350.501 <br />TYPE LV3 NON WEARING COURSE MIXTURE (SASE) <br />TON <br />18000 <br />5760 <br />17.60 <br />51 337.60 <br />1590 <br />514.308.56 <br />4 <br />