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COMPLETION DATE <br />ORIGINAL: <br />REVISED: <br />PARTIAL PAY ESTIMATE 48 <br />FROM: Mardi 4. 2011 <br />TO: Jury 7, 2011 <br />CONTRACTOR: Y.A. SCHIFSKY AND SONS <br />ADDRESS: 2370 E. 11101118707 DI NORTH SAINT PAUL, IAN 55105 <br />OWNER: CITY OP LITTLE CANADA <br />PROJECT: 2009 MILL & OVERLAY <br />AMOUNT OF CONTRACT <br />ORIGINAL: 5 390,99500 <br />REVISED: 5 401,990 .74 <br />ITEM <br />N0. <br />SPED. <br />110. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />71115 PERIOD <br />QTY. TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />SCHEDULE 10. 00100111 AVENUE} <br />1 <br />2021.501 <br />MOBILIZATION <br />1.0 <br />100 <br />5494500 <br />000 <br />50.00 <br />1.00 <br />'.1I 54,945.00 <br />21095505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LP <br />100.00 <br />52.00 <br />000 <br />50.00 <br />730.00 <br />51.460.00 <br />,. <br />3 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />7.075.00 <br />S000 <br />0,00 <br />50.00 <br />7.07500 <br />I 55,060.00 <br />4 <br />2350501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />190000 <br />$5745 <br />0.00 <br />50.00 <br />1725.48 <br />1 595 128.8 <br />5 <br />2504 602 <br />ADJUST VALVE BOK <br />EACH <br />400 <br />512500 <br />0.00 <br />50.00 <br />100 <br />1 5125.00 <br />6 <br />2506.516 <br />CASTING ASSEMBLY <br />EACH <br />1.00 <br />5425.00 0.00 <br />50.00 <br />300 <br />I 5127500 <br />7 <br />8 <br />2506.522 <br />2531 501 <br />ADJUST FRAME AND RING CASTING <br />CONCRETE CURB & GUTTER DESIGN 8618 <br />EACH <br />LP <br />2400 <br />100.00 <br />5175.001 <br />51680 <br />0.00 <br />0.00 <br />,._ 5000 <br />50.00 <br />1900 <br />730.00 <br />1 50325:00 <br />512 264.00 <br />9 <br />2563601 <br />TRAFFIC CONTROL. <br />LS <br />1.00 <br />5250000 <br />0,00 <br />50,00 <br />100 <br />52,500.00 <br />10 <br />2075694 <br />50001110 <br />SY <br />60.00 <br />52.00 <br />0.00 <br />5000 <br />283.00 <br />J 5560.00 <br />11 <br />2582,501 <br />RR CROSSING. EPDXY <br />EACH <br />2.00 <br />5300,00 <br />0.00 <br />50.00 <br />2.00 <br />5600.00 <br />12 <br />2502502 <br />4" SOLID YELLOW• EPDXY <br />LE <br />7500.00 <br />50.40 <br />ODD <br />50.00 <br />14.376.00 <br />55,750.40 <br />13 <br />2582.502 <br />24' STOP LINE. WHITE • EPDXY <br />LP ( <br />112.00 <br />54.20 <br />000 <br />5000 <br />30.00 <br />5128.00 <br />SCHEDULE 1.0 • DEMON T AVENUE - TOTAL 50.00 <br />5137.719.23 <br />1 <br />SCHEDULE 2.0- DESOTO STREET <br />2021501 UIOBILIZATION <br />LS <br />1.00 <br />5265000 <br />0.00 <br />0000 <br />1.00 <br />..__ <br />52650.00 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND 607768 <br />LF <br />250.00 <br />5203 <br />0.00 <br />50.00 <br />308.00 <br />573600 <br />3 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />5Y <br />225.00 <br />515,80 <br />000 <br />5000 <br />0,00 <br />50.00 <br />4 <br />2232.501 <br />MILL 011011114000 PAVEMENT <br />57 <br />TON <br />3,00000 <br />775.00 <br />50.80 <br />557.80 <br />0.00 <br />0.00 <br />5200 <br />5000 <br />1000.00 <br />775.21 <br />52 400.00 <br />544,554.94 <br />5 <br />2350.501 <br />7700 11V4 WEAR COURSE MIXTURE <br />6 <br />2504.002 <br />ADJUST VALVE BOX <br />EACH <br />200 <br />5125.00 <br />0.00 <br />50,001 0.00 <br />5000 <br />7 <br />2506522 <br />405057 FRAME AND RING CASTING <br />EACH <br />10.00 <br />5225.00 <br />0.00 <br />5000 6,00 <br />51,350,00 <br />8 <br />2531.501 <br />CONCRETE CURB &GUTTER 0051011 0010 <br />LF <br />250.00 <br />516,50 <br />0.00 <br />50.00 <br />358.00 <br />50,072.00 <br />9 <br />2563001 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />51.450 00 <br />0.00 <br />50,00 <br />1.00 <br />5145000 <br />10 <br />11 <br />2573,53. <br />2575604 <br />INLET PROTECTION (WIMCOf. <br />SEEDING <br />CACn <br />SY <br />,. 400 <br />150.00 <br />514000._.. <br />5160 <br />-,. 000 <br />0.00 <br />5000 <br />50.00 <br />_ 000 <br />14400 <br />5400 <br />5230,40 <br />12 <br />2582.503 <br />CROSSWALK MARKING - EPDXY <br />SF <br />10000 <br />53.60 <br />000 <br />50.00 <br />105.00 <br />5378.00 <br />SCHEDULE 20 -0E50T0 STREET - TOTAL 50.00 <br />560,131.34 <br />SCHEDULE 3.0- COSTA LANE <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />100 <br />52 800.001 <br />0.00 <br />0,00 <br />5000 <br />1.00 <br />5280000 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LP <br />750.00 <br />52.00 <br />50.00 <br />52000 <br />51060.00 <br />3 <br />2231.609 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />675.00 <br />510.60 <br />000 <br />50,00 <br />0.00 <br />50.00 <br />4 <br />5 <br />2232501 <br />2050.501 <br />MILL BITUMINOUS PAVEMENT <br />TYPE WA WEAR COURSE MIXTURE <br />SY <br />TON <br />„,.. <br />53000 <br />5080 <br />55300 <br />0.00 <br />0.00 <br />3000 <br />50.00 <br />260000 <br />529.09 <br />, 52,050.00 <br />130 657.2 <br />5 <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />2.00 <br />5125.03 <br />0.00 <br />50.00 <br />2.00 <br />5250.00 <br />7 <br />2508,522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />6.00 <br />5175.00 <br />0.00 <br />5000 <br />5.00 <br />507000 <br />8 <br />2531.501 <br />CONCRETE 00885 GUTTER DESIGN 0518 <br />LP <br />750.00 <br />516.50 <br />0.00 <br />5000 <br />530.00 <br />58.745.00 <br />9 <br />2553.601 <br />TRAFFIC CONTROL <br />L5 <br />100 <br />51000.00 <br />0.00 <br />50.00 <br />1.00 <br />51000.00 <br />10 <br />2573,53 <br />INLET PROTECTION(WRACO) <br />EACH <br />400 <br />5040.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />11 <br />2575.604 <br />SEEDING <br />SY <br />420.00 <br />51.00 <br />0.00 <br />50.00 <br />30800 <br />5554,40 <br />SCHEDULE 5.0 • COSTA LANE - TOTAL 50.05 <br />548.051.62 <br />SCHEDULE 4.0 - WESTWINO DRIVE <br />MOBILIZATION <br />L5 <br />100 <br />52,50060 <br />52.00 <br />0.00 <br />0.00 <br />'I 50.00 <br />50.00 <br />1.00 <br />048.00 <br />1 5250000 <br />51606.00 <br />' <br />2021501 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GLITTER <br />L9 <br />400.00 <br />3 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />100000 <br />51580 <br />0.00 <br />50 CO <br />0.00 <br />50.00 <br />4 <br />223:501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />2.55000 <br />I 50.80 <br />000 <br />5000 <br />2.00 <br />5160 <br />5 <br />2350 501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />55000 <br />558.00 <br />0.00 <br />5000 <br />48588 <br />525.18104 <br />6 <br />2509.602 <br />ADJUST VALVE BOX <br />EACH <br />200 <br />5125.00 <br />0.00 <br />50.00 <br />100 <br />512500 <br />7 <br />2500.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />LF <br />4.00 <br />400.00 <br />5200001 000 <br />516.501 0.00 <br />50.00 <br />5000 <br />5.00 <br />84800 <br />5100000 <br />51309200 <br />8 <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN 2610 <br />9 <br />2563601 <br />TRAFFIC CONTROL. <br />IS <br />1.00 <br />5750.00 0.00 <br />50.00 <br />100 <br />5750.00 <br />10 <br />11 <br />29353 <br />2575,604 <br />INLET P.ROTECTION18I81CO) <br />.5000ING <br />EACH <br />SY <br />2.00 <br />514040 <br />$1.80 <br />0.00 <br />50.00 <br />400 <br />19100 <br />3500001 <br />5343,60 <br />225.00 <br />0.05 <br />50.00 <br />SCHEDULE 4.0- VIESIW ND DRIVE - TOTAL 5000 <br />549.14944 <br />2 <br />