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ITEM <br />N0. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />THIS PERIOD <br />QTY. TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />1 <br />SCHEDULE 4.0 - SYLVAN STREET <br />2021.501 <br />SCHEDULE 5.0 • FIREHALL PARKING LOT <br />LS <br />100 <br />I <br />000 <br />0.00 <br />5200000 <br />S1.22570 <br />MOBILIZATION <br />50.00 <br />t <br />2021.501 <br />MOBILIZATION <br />LS <br />1,00 <br />53.00000 <br />0.00 <br />5000 <br />1.00 <br />53000.06 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB ANO GUTTER <br />LF <br />65500 <br />5283 <br />,8.00 <br />(522.64) <br />381.00 <br />51,07823 <br />3 <br />2105525 <br />TOPSOIL BORROW <br />CY <br />30.00 <br />520.60 <br />0,00 <br />5000 <br />1280 <br />6263.80 <br />4 <br />2123.61 <br />EXPLORATORY DIG 'KM FITTING" <br />EACH <br />1.00 <br />91.230.00 <br />0.00 <br />50.00 <br />1,00 <br />5123600 <br />5 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />370.00 <br />512.88 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <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 />55.735.00 <br />7 <br />2350501 <br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) <br />TON <br />4.00 <br />5165.00 <br />10.26 <br />51.692.90 <br />12,40 <br />52046.00 <br />8 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />465.00 <br />565.90 <br />14.50 <br />(5955.55) <br />438.72 <br />520911.65 <br />9 <br />2504602 <br />ADJUST VALVE BOX <br />EACH <br />2.00 <br />5190,55 <br />0.00 <br />50.00 <br />1.00 <br />519055 <br />10 <br />2504.602 <br />"WIN FITTING" BOLT REPLACEMENT <br />FITTING <br />1.00 <br />5710.70 <br />0.00 <br />50.00 <br />0.0D <br />50.00 <br />11 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />100 <br />5499.55 <br />000 <br />5000 <br />0.00 <br />50.00 <br />f2 <br />2506.602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />5.00 <br />6342.99 <br />0.00 <br />5000 <br />6.00 <br />52.057.94 <br />13 <br />2506.602 <br />REGROUT MANHOLE RINGS &CASTING <br />EACH <br />1.00 <br />587.55 <br />0.00 <br />50.00 <br />1.00 <br />587.55 <br />14 <br />2506.602 <br />0000001 MANHOLE INVERT & DOGHOUSE <br />MH <br />2.00 <br />5205.00 <br />0.00 <br />5000 <br />3.00 <br />561000 <br />15 <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />LF <br />655.00 <br />514.42 <br />-8.00 <br />J5115.36) <br />381.00 <br />55494,02 <br />16 <br />2563.601 <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 ()WMCO) <br />EACH <br />3.00 <br />5169.95 <br />0.00 <br />5000 <br />3.00 <br />5509,85 <br />18 <br />2575.604 <br />SEEDING (TYPE 270) <br />5Y <br />220.00 <br />53.61 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />19 <br />SPEC <br />GRADATION TEST. CLASS 5 <br />EACH <br />100 <br />577.25 <br />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 />597.05 <br />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 <br />0.00 <br />5000 <br />0.00 <br />5000 <br />22. <br />SPEC <br />CONCRETE TESTING CI'LINDERS(SET OF3j- <br />EACH <br />200 <br />592700.00 <br />5000 <br />100 <br />59270_ <br />23 <br />SPEC <br />NUCLEAR BITUMINOUS 09045)TY <br />EACH <br />3.00 <br />._, <br />525 75 <br />000 <br />50,00 <br />20D <br />551.50 <br />24 <br />SPEC <br />EXTRACTIONIGRADATION <br />EACH <br />1.00 <br />512360 <br />0.00 <br />5000 <br />1013 <br />6123.6. <br />25 <br />SPEC <br />AIR VOIDS <br />EACH <br />1.00 <br />5123.60 <br />0.00 <br />50.00 <br />1,00 <br />5123.60 <br />5599.35 <br />551,84632 <br />SCHEDULE 4.0 - SYLVAN STREET- TOTAL <br />1 <br />2021.501 <br />SCHEDULE 5.0 • FIREHALL PARKING LOT <br />LS <br />100 <br />52,00000 <br />000 <br />0.00 <br />5200000 <br />S1.22570 <br />MOBILIZATION <br />50.00 <br />1.00 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB ANO GUTTER <br />LF <br />50.00 <br />51442 <br />0.00 <br />50.00 <br />85.00 <br />3 <br />2105.501 <br />COMMON EXCAVATION <br />CY <br />100.00 <br />914.42 <br />0.00 <br />50.00 <br />0.00 <br />60.00 <br />54 017.00 <br />4 <br />2112.604 <br />BASE PREPARATION <br />SY <br />1950,00 <br />52.06 <br />0.00 <br />$0.00 <br />1.950.00 <br />5 <br />2331.604 <br />FULL DEPTH RECLAMATION <br />SY <br />1950.00 <br />51.29 <br />0,00 <br />60.00 <br />195000 <br />92515,50 <br />6 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />240.00 <br />571.00 <br />0.00 <br />5000 <br />209,63 <br />514 883,73 <br />7 <br />2350.501 <br />TYPE 1.03 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />240.00 <br />57100 <br />0,00 <br />50.00 <br />258.78 <br />1.00 <br />518,373.38 <br />533300 <br />8 <br />2506.602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />1.00 <br />553300 <br />0.00 <br />50.00 <br />9 <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN 0618 <br />IF <br />50.00 <br />514,42 <br />76.50 <br />61.10313 <br />85.00 <br />51 225.70 <br />10 <br />2573.607 <br />ROADWAY ROCK CHECK DAM <br />CY <br />20.00 <br />533.99 <br />0.00 <br />50.00 <br />4.50 <br />6152.96 <br />11 <br />2582.501 <br />PAVEMENT MESSAGE (HANDICAP SYM) • EPDXY <br />EACH <br />2.00 <br />6128.75 <br />0.00 <br />50.00 <br />2.00 <br />525750 <br />12 <br />2582.502 <br />4" 60110 419111'E LINE - EPDXY <br />LF <br />520.00 <br />64.12 <br />0.00 <br />60.00 <br />517.00 <br />52,130.04 <br />SCHEDULE 5.0- FIREHALL PARKING LOT - TOTAL 51,103,13 547,114.51 <br />SCHEDULE 6.0 -SPOONER PARK <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1,00 <br />52,00800 <br />0.00 <br />50.00 <br />1,00 <br />52,000.00 <br />2 <br />2104.523 <br />SALVAGE & REINSTALL CONCRETE PARKING STOP <br />f,AC H <br />36.00 <br />514,42 <br />36.00 <br />5519.02 <br />3000 <br />5519.12 <br />3 <br />2105.501 <br />COMMON EXCAVATION <br />CY <br />20.00 <br />52060 <br />000 <br />50.00 <br />188.37 <br />53680.42 <br />4 <br />5 <br />.2105.525 <br />2112.604 <br />TOPSOIL BORROW <br />CY <br />75.00 <br />520.60 <br />000 _.,. <br />0.00 <br />_, -,- 50,00 <br />...... �.. <br />50.00 <br />530.90 <br />0.00 <br />1.435,00 <br />24.00 <br />50.00 <br />BASE PREPARATION <br />SY <br />193500 <br />52.06 <br />.._..._._ <br />52,956.11 <br />5247.20 <br />6 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />24.00 <br />510.30 <br />3.00 <br />7 <br />2331,604 <br />FULL DEPTH RECLAMATION <br />SY <br />143500 <br />51.29 <br />40.00 <br />551.60 <br />1475.00 <br />136.91 <br />51,902 .75 <br />510,405.16 <br />513.030.96 <br />8 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />140.00 <br />576.00 <br />0.00 <br />5000 <br />9 <br />2350.501 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />180.00 <br />576.00 <br />0.00 <br />50,00 <br />171.40 <br />