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SUBSTANTIAL COMPLETION DATE <br />ORIGINAL: <br />REVISED: <br />PARTIAL PAY ESTIMATE 82 <br />FROM: June 2, 2012 <br />TO: June 29, 2012 <br />CONTRACTOR: TA. SCHIFSKY AND SONS <br />ADDRESS: 2370 E. HIGHWAY 36, NORTH SAINT PAUL, MN 55109 <br />OWNER: CITY OF LITTLE CANADA <br />PROJECT: 2012 MILL 8 OVERLAY IMPROVEMENTS <br />AMOUNT OF CONTRACT <br />ORIGINAL: 5 402,583,93 <br />REVISED: <br />I - ORIGINAL CONTRACT <br />ITEM <br />OTY `UNITPRICE <br />THIS PERIOD 'I <br />IfTV TOTA1 PRICE <br />TOTAL TO DATE <br />OTY TOTAL PRICE <br />N0. 11LMUCaUmmIIUV -. - -- <br />SCHEDULE 1.0 • ROSEWOOD DRIVE <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />04,000.00 <br />0,00 <br />50.00 <br />1.00 <br />$4,00000 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LE <br />420.00 <br />0361 <br />0.00 <br />50.00 <br />501.00 <br />51 808.61 <br />3 <br />2104.523 <br />SALVAGE & REINSTALL MAILBOX <br />EACH <br />2.00 <br />587.55 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />4 <br />2105501 <br />COMMON EXCAVATION <br />CY <br />6700 <br />514,42 <br />0.00 <br />50.00 <br />0.00 <br />0000 <br />5 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />20.00 <br />525.75 <br />0,00 <br />50.00 <br />10.00 <br />5257.50 <br />6 <br />2112604 <br />EASE PREPARATION <br />SY <br />1950.00 <br />53,09 <br />0.00 <br />50.00 <br />1950.00 <br />5602550 <br />e <br />8 <br />212361 <br />EXPLORATORY DIG "WM FITTING" <br />EACH <br />1.00 <br />5721,00 <br />0,00 <br />50.00 <br />0.00 <br />00.00 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />350,00 <br />512.00 <br />0.00 <br />60.00 <br />0.00 <br />50.00 <br />9 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />$ Y <br />1,52500 <br />52.50 <br />0.00 <br />00.00 <br />152500 <br />5381250 <br />10 <br />2331.604 <br />FULL DEPTH RECLAMATION <br />5Y <br />1,950.00 <br />5195 <br />0.00 <br />50.00 <br />1 950.00 <br />53.802.50 <br />11 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) <br />TON <br />4.00 <br />5185,00 <br />0.00 <br />5000 <br />0.00 <br />50,00 <br />12 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />430.00 <br />065.90 <br />0.00 <br />50.00 <br />0.00 <br />00.00 <br />13 <br />2350.501 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />25000 <br />56590 <br />0.00 <br />50.00 <br />220.14 <br />$14,507.23 <br />14 <br />2504.602 <br />"VJM FITTING" BOLT REPLACEMENT <br />FITTING <br />100 <br />5690.00 <br />0.00 <br />00.00 <br />0.00 <br />50.00 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />1.00 <br />5824.00 <br />1,00 <br />5824.00 <br />1.00 <br />582400 <br />2506.602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />5,00 <br />5342.99 <br />3.00 <br />61,02897 <br />8.00 <br />5274392 <br />2506602 <br />REGROUT MANHOLE RINGS & CASTING <br />EACH <br />5 O <br />587.55 <br />0.00 <br />50.00 <br />2.00 <br />5175.10 <br />2506.602 <br />REGROUT MANHOLE INVERT & DOGHOUSE <br />MH <br />3.00 <br />5300.00 <br />0.00 <br />50.00 <br />3.00 <br />5900.00 <br />2531501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />LF <br />420.00 <br />514.42 <br />0.00 <br />50.00 <br />501.00 <br />5722442 <br />2531507 <br />CONCRETE PATCH SPECIAL <br />SF <br />600 <br />510.30 <br />0.00 <br />50,00 <br />22.50 <br />623175 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />5262.65 <br />0.00 <br />50.00 <br />1.00 <br />$262.65 <br />2573.53 <br />INLET PROTECTION MCO <br />EACH <br />7.00 <br />6169.95 <br />0.00 <br />60.00 <br />10.00 <br />$1,699.50 <br />23 <br />2573.607 <br />ROADWAY ROCK CHECK DAM <br />CY <br />20.00 <br />656,65 <br />0.00 <br />50.00 <br />14.15 <br />6801.60 <br />24 <br />2575604 <br />SEEDING PE 270 <br />5Y <br />14000 <br />55.15 <br />0.00 <br />60.00 <br />0.00 <br />50.00 <br />SPEC <br />GRADATION TEST, CLASS 5 <br />EACH <br />1.00 <br />592.70 <br />0.00 <br />00.00 <br />1.00 <br />592.70 <br />SPEC <br />PROCTOR TEST CLASS 5 <br />EACH <br />EACH <br />1.0D <br />200 <br />625.75 <br />000 <br />00.00 <br />0.00 <br />50.00 <br />SPEC <br />DENSITY TEST IN PLACE <br />625.75 <br />0.00 <br />50.00 <br />0.00 <br />50,00 <br />SPEC <br />CONCRETE TESTING. CYLINDERS SET OF <br />EACH <br />200 <br />592.70 <br />0.00 <br />00.00 <br />1.00 <br />59270 <br />29 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />6.00 <br />625.75 <br />0.00 <br />50.00 <br />2.00 <br />55150 <br />30 <br />SPEC <br />EXTRACTION/GRADATION <br />SACK <br />200 <br />0123.60 <br />0.00 <br />50.00 <br />1.00 <br />6123.60 <br />31 <br />SPEC <br />AIR VOIDS <br />EACH <br />2.00 <br />0123.60 <br />0.00 <br />50.00 <br />t OD <br />$12360 <br />SCHEDULE 1.0- ROSEWOOD DRIVE -TOTAL 51,852.97 $49.560,87 <br />SCHEDULE 2.0 • PARK STREET <br />1 <br />2021501 <br />MOBILIZATION <br />LS <br />1.00 <br />5450000 <br />0.00 <br />50.00 <br />1.00 <br />54500.00 <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LF <br />40.00 <br />016.48 <br />0.00 <br />50.00 <br />40.00 <br />5659.20 <br />3 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />520.00 <br />53.66 <br />0.00 <br />50.00 <br />455.00 <br />51,665.30 <br />REMOVE MANHOLE OR CATCHBASIN <br />EACH <br />4.00 <br />548925 <br />0,00 <br />5000 <br />4.00 <br />61,957.00 <br />4 <br />5 <br />2104,521 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />25,00 <br />518.54 <br />1.40 <br />525.96 <br />9.90 <br />0183.55 <br />6 <br />2123.61 <br />EXPLORATORY DIG "WM FITTING" <br />EACH <br />SY <br />1.00 <br />435.00 <br />01,236.00 <br />512.50 <br />0.00 <br />0.00 <br />00.00 <br />50.00 <br />0.00 <br />0.00 <br />0000 <br />00.00 <br />7 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />8 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />5Y <br />4160.00 <br />51.49 <br />0.00 <br />50,00 <br />4160.00 <br />5619840 <br />9 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) <br />TON <br />4.00 <br />0165.00 <br />5.36 <br />5884.40 <br />5.36 <br />$88440 <br />