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SUBSTANTIAL. COMPLETION DATE <br />ORIGINAL: <br />REVISED: <br />PARTIAL PAY ESTIMATE81 <br />PROM: May 1, 2012 <br />TO: June 1. 2012 <br />CONTRACTOR: 1.A. SCHIFSKY AND 60745 <br />ADDRESS: 2370 E. HIGHWAY 36, NORTH SAINT PAUL, MN 55109 <br />OWNER: CITY OF LITTLE CANADA <br />PROJECT: 2012 MILL & OVERLAY IMPROVEMENTS <br />AMOUNT OF CONTRACT <br />ORIGINAL: 5 402.503.93 <br />REVISED: <br />TEn1 <br />740. <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 />SCHEDULE 1.0. ROSEWOOD DRIVE .T <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />64.00000 <br />1.00 <br />54,000.00 <br />51805.61 <br />1.00 <br />50100 <br />54,00000 <br />61 80801 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB ANDGUTTER <br />LF <br />420.00 <br />63.61 <br />501.00 <br />3 <br />2104523 <br />SALVAGE & REINSTALL MAILBOX <br />EACH <br />2.00 <br />587.05 <br />000 <br />50.00 <br />0.00 <br />50.00 <br />4 <br />2105.501 <br />COMMON EXCAVATION <br />CY <br />67.00 <br />514.42 <br />0.00 <br />5000 <br />0.00 <br />50.00 <br />5 <br />2105,525 <br />TOPSOIL BORROW <br />CY <br />20.00 <br />52515 <br />10,00 <br />5257.50 <br />10.00 <br />5257.50 <br />6 <br />2112604 <br />BASE PREPARATION <br />SY <br />195000 <br />5309 <br />1950.00 <br />50.02550 <br />1950.00 <br />56.02550 <br />7 <br />217351 <br />EXPLORATORY (20 ^NM FITTING" <br />EACH <br />1.00 <br />572100 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />8 <br />2231604 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />350.00 <br />51200 <br />000 <br />50.00 <br />0.00 <br />50.00 <br />9 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />5Y <br />102500 <br />195000 <br />52.50 <br />51.95 <br />1525.00 <br />195000 <br />53012.50 <br />53802.50 <br />1.52500 <br />1050.00 <br />53812,50 <br />$3.802.50 <br />10 <br />2331.604 <br />FULL DEPTH RECLAMATION <br />5Y <br />11 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) <br />TYPE MV4 WEAR COURSE MIXTURE <br />TO <br />TON <br />4.00 <br />430,00 <br />5185.00 <br />565.90 <br />0.00 <br />0.00 <br />5000 <br />50.00 <br />0.00 <br />0.00 <br />5000 <br />50.00 <br />12 <br />2350501 <br />13 <br />2360 501 <br />TYPE LV3 NON WEARINGCOURSE MIXTURE (BASE) <br />TON <br />FITTING <br />250.00 <br />565.90 <br />220.14 <br />514.507.23 <br />220.14 <br />51x50723 <br />50.00 <br />14 <br />2504602 <br />"WM FITTING' SOLT REPLACEMENT <br />1.00 <br />669000 <br />0.00 <br />50.00 <br />0.00 <br />15 <br />2505.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />1.00 <br />552400 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />16 <br />2503.002 <br />REPLACE STRUCTURE RINGS <br />EACH <br />5.00 <br />$342,99 <br />5.00 <br />$171495 <br />5.00 <br />5171495 <br />17 <br />2506.602 <br />REGROUT MANHOLE RINGS & CASTING <br />EACH <br />5.00 <br />657.55 <br />200 <br />5175.10 <br />2.00 <br />5175.10 <br />18 <br />2505602 <br />REGROUT MANHOLE INVERT B DOGHOUSE <br />MR <br />3,00 <br />6300.00 <br />3.00 <br />5900.00 <br />3.00 <br />$90000 <br />19 <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />00500E1E PATCH SPECIAL <br />LF <br />58 <br />420.00 <br />0,00 <br />514.42 <br />i $10.30 <br />501.00 <br />22.50 <br />5722462 <br />5231.75 <br />501.00 <br />22.50 <br />57.27442 <br />523175 <br />20 <br />2531.507 <br />21 <br />22 <br />2563.601 <br />257353 <br />TRAFFIC CONTROL . _ _ , . <br />INLET PROTECTION (5600000) <br />LS._......100 <br />EACH <br />CY <br />7.00 <br />20.00 <br />$26265 <br />5109.95 <br />55605 <br />100 <br />10.00 <br />14.15 <br />526265 <br />5160950 <br />5801.60 <br />100..,_. <br />10.00 <br />14 .15 <br />S26265 <br />51099.50 <br />680160 <br />23 <br />2573607 <br />ROADWAY ROCK CHECK DAM <br />24 <br />2575604 <br />5EE05140 (TYPE 270) _ <br />GRADATION TEST. CLASS 5 <br />SY <br />EACH <br />140.00 <br />1.00 <br />55.15 <br />592.70 <br />0,00 <br />1.00 <br />$0.00 <br />592.70 <br />0.00 <br />1.00 <br />5000 <br />592.70 <br />25 <br />SPEC <br />26 <br />27 <br />SPEC <br />SPEC <br />PROCTOR T0OT LASS <br />DENSITY TEST IN PLACE <br />EACH <br />EACH <br />100 <br />2.00 <br />$2575 <br />52575 <br />0.00 <br />0.00 <br />5000 <br />5000 <br />000 <br />0.00 <br />50.05 <br />20 <br />SPEC <br />CONCRETE TESTING. CYLINDERS (5E7 OF 3) <br />EACH <br />EACH <br />200 <br />592.70 <br />1.00 <br />592.70 <br />100 <br />502.70 <br />29 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />6.00 <br />525.75 <br />2.00 <br />$51.50 <br />200 <br />55150 <br />30 <br />SPEC <br />EXTRACTION /GRADATION <br />EACH <br />2.00 <br />5123.60 <br />1.00 <br />512360 <br />1.00 <br />5123.60 <br />31 <br />SPEC <br />AIR VOIDS <br />EACH <br />2.00 <br />5123.60 <br />100 <br />512300 <br />100. <br />512360 <br />SCHEDULE 1.0 -ROSEWOOD DRIVE TOTAL 547]0]90 145]0]90 <br />SCHEDULE 2.0 . PARK STREET <br />1 <br />2021.501 <br />51055L525100N <br />LS <br />1.00 <br />54.500.00 <br />1.00 <br />54.500.00 <br />1.00 <br />54500,00 <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />IF <br />40.00 <br />516.48 <br />4000 <br />565920 <br />40.00 <br />5659.20 <br />3 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LP <br />520.00 <br />53.86 <br />455.00 <br />51,665.30 <br />455.00 <br />51,065.30 <br />4 <br />2104.521 <br />REMOVE MANHOLE 0R CATCHO5SIN <br />EACH <br />5409.25 <br />4,00 <br />$695700 <br />4.00 <br />51957.00 <br />5 <br />2105.525 <br />TOPSOIL. BORROW <br />CY <br />2500 <br />518.54 <br />8.50 <br />5157,59. 6.50 <br />515759 <br />0 <br />7123.61 <br />EXPLORATORY OIG'N'50 FITTING' <br />EACH <br />100 <br />51236.00 <br />0.00 <br />50.00 0.00 <br />5000 <br />7 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />43500 <br />512.50 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />8 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />4160.00 <br />51.49 <br />416000 <br />50.190.40 <br />4.160.00 <br />65.196.40 <br />9 <br />2330.501 <br />TYPE WAN COURSE MIXTURE (0RI)/FWAY) <br />TON <br />4 00 <br />., 515500 <br />000 <br />5000 <br />000 <br />0000 <br />2 <br />