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ITEM <br />ND. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />OTY, UNIT PRICE <br />THIS PERIOD <br />QTY. TOTAL PRIG <br />QTY <br />TOTAL TO DATE <br />TOTAL PRICE <br />SCHEDULE 40 - SYLVAN STREET <br />1 <br />2021.501 <br />MCBILIZATION <br />LS <br />1.00 <br />5300000 <br />0.00 <br />MOD <br />1.00 <br />5304000 <br />2 <br />2104505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />655.03 <br />5283 <br />0.00 <br />50.00 <br />38000 <br />51100.8] <br />J <br />2105525 <br />TOPSOIL BORROW <br />CY <br />30.00 <br />520.60 <br />0.00 <br />0000 <br />890 <br />5183.34 <br />4 <br />212361 <br />EXPLORATORY DIG NM FITTING' <br />EACH <br />1.00 <br />51,23600 <br />0.00 <br />50.00 <br />1,00 <br />51.23600 <br />TON <br />2231.609 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />370.00 <br />512.05 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />6 <br />2232,501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />3700.00 <br />51.55 <br />0.00 <br />50.00 <br />3.700,00 <br />55.73500 <br />7 <br />2350.501 <br />TYPE MV4 WEAR COURSEMIXTURE JDRNEWAY) <br />TON <br />4.00 <br />5105.00 <br />214 <br />5353.10 <br />2.14 <br />5353.10 <br />8 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />405.00 <br />§65.90 <br />14.50 <br />5955.55 <br />453,22 <br />529857.20 <br />9 <br />2509.602 <br />VALVE BOX .._. __..._. ...__..... <br />EACH _...._t00 <br />5257.50 <br />52 130.04 <br />- .._519056 <br />.......0.00 <br />_...._.... 50.00 <br />... 100.._.. <br />5190:55 <br />10 <br />2504.602 <br />'MU FITTING" BOLT REPLACEMENT <br />FITTING <br />1.00 <br />5710 ,70 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />11 <br />2506.522 <br />ACEU5T FRAME AND RING CASTING <br />EACH <br />1.00 <br />5499.55 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />12 <br />2505.602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />5.00 <br />534299 <br />0.00 <br />50.00 <br />6.00 <br />52.057,94 <br />13 <br />2506.602 <br />REGROUTMANHOLE RINGS& CASTING <br />EACH <br />1.00 <br />587,55 <br />0.00 <br />50.00 <br />100 <br />507.55 <br />to <br />2506.002 <br />RE.GROUT MANHOLE INVERT & DOGHOUSE <br />VH <br />2.00 <br />5200.00 <br />000 <br />5000 <br />300 <br />561800 <br />15 <br />2531.501 <br />CONCRETE CURS 8001108 DESIGN SURMOUNTABLE <br />05 <br />655.00 <br />514.42 <br />0.00 <br />5003 <br />38000 <br />55,609.30 <br />16 <br />2563601 <br />TRAFFIC CONTROL <br />LS <br />1,00 <br />5221.45 <br />0.00 <br />50.00 <br />1.00 <br />5221.45 <br />17 <br />2573.53 <br />INLET PROTECTION (WPACO) <br />EACH <br />3.00 <br />5169,05 <br />0,00 <br />50.00 <br />300 <br />5509.85 <br />16 <br />2575.604 <br />GEEDINGITTPE 270) <br />SY <br />220.00 <br />5361 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />to <br />SPEC <br />GRADATION TEST CLASS 5 <br />EACH <br />1.00 <br />577,25 0.00 <br />50.00 <br />0.00 <br />5000 <br />20 <br />SPEC <br />PROCTOR TEST. CLASS 5 <br />EACH <br />1.00 <br />597.85 0.00 <br />50.00 <br />0.00 <br />50.00 <br />21 <br />SPEC <br />DENSITY TEST. IN PLACE <br />EACH <br />3.00 <br />525.75 0.03 <br />50.00 <br />0.00 <br />5003 <br />22 <br />SPEC <br />CONCRETE TESTING. CYLINDERS (SETOFJI <br />EACH <br />200 <br />592.70 <br />0.00 <br />50.00 <br />100 <br />592.70 <br />23 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />3.00 <br />525.75 <br />2.00 <br />551.50 <br />200 <br />55150 <br />24 <br />SPEC <br />EXTRACTION /GRADATION <br />EACH <br />1.00 <br />512360 <br />1.00 <br />512360 <br />1.00 <br />512360 <br />25 <br />55E0 <br />AIR VOIDS <br />EACH <br />1.00 <br />512360 <br />1.00 <br />5123.60 <br />100 <br />512300 <br />SCHEDULE 4.0 - SYLVAN STREET • TOTAL 51.607.35 551.161.63 <br />SCHEDULE 5.0 - FIREHALL PARKING LOT <br />1 <br />2021.030 <br />NRBILIZATION <br />LS <br />1.00 <br />52,00000 <br />0,00 <br />5000 <br />100 <br />5200000 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />L5 <br />50.03 <br />51542 <br />0,00 <br />50.0D <br />8500 <br />51 225,70 <br />3 <br />4 <br />2105.501 <br />2112.604 <br />COMMON EXCAVATION <br />BASE PREPARATION <br />CY <br />AT <br />10000 <br />195000 <br />51442 <br />5205 <br />__ -000 <br />0.00 <br />5000 <br />50.00 <br />50.00 <br />0,00 <br />1,95000 <br />195090 <br />54,017.00 <br />52.515,50 <br />5 <br />2331604 <br />FULL DEPTH RECLAMATION <br />SY <br />195000 <br />$1.29 <br />0.00 <br />8 <br />2350501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />240.0D <br />571.00 <br />0,00 <br />5000 <br />70903 <br />514983,7 <br />7 <br />2350.501 <br />25051.02 <br />TYPE LV3 NON WEARING COURSE. MIXTURE (BASE) <br />REPLACE STRUCTURE RINGS <br />TON <br />EACH <br />240,00 <br />100 <br />571.06 <br />5333.00 <br />0.00 <br />0.00 <br />60.00 <br />5000 <br />258.78 <br />1.00 <br />516.373.38 <br />5333,00 <br />8 <br />9 <br />2531501 <br />CONCRETE CURB & GUTTER DESIGN 0618 <br />LE <br />50.00 <br />514.42 <br />0.00 <br />50.00 <br />0.50 <br />5122.57 <br />10 <br />2573007 <br />ROADWAY ROCK CHECK DAM <br />CY <br />2000 <br />533.901 <br />000 <br />50.00 <br />4.50 <br />5152.96 <br />11 <br />2582.501 <br />PAVEMENT MESSAGE (HANDICAP SYMB - EPDXY <br />EACH <br />LF <br />2.00 <br />520.00 <br />5126.75 2.00 <br />54.12 517.00 <br />5257.50 <br />52 130.04 <br />2.00 <br />517.03 <br />525150 <br />52.13004 <br />12 <br />2582,502 <br />4" 50L10 WHITE LINE . EPDXY <br />SCHEDULE 5.0 • FIREHALL PARKING LOT - TOTAL 52,387.54 546011.36 <br />SCHEDULE 6.0 . SPOONER PARK <br />1 <br />2021.501 <br />MOBILIZATION <br />0.5 <br />1,00 <br />52 00.001 1,00 <br />51442: 0.00 <br />52.00000 <br />50.00 <br />1.66 <br />0.00 <br />52000.00 <br />50.00 <br />2 <br />2104.523 <br />SALVAGE & REINSTALL CONCRETE PARKING STOP <br />EACH <br />36.00 <br />3 <br />2105.501 <br />COMMON EXCAVATION <br />CY <br />CT <br />2000 <br />75.00 <br />5201 188.37 <br />52060 0.00 <br />52001 143500 <br />63.880:12 <br />5000 <br />5295010..- <br />160.33 <br />0,00 <br />._... -,. 1.435.00 <br />5386242 <br />50.00 <br />4 <br />2105525 <br />TOPSOIL BORROW <br />5 <br />2112.604 <br />BASEPREPARATION ., . ____ <br />SY <br />1435.00 <br />4 <br />