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SUBSTANTIAL COMPLETION DATE <br />ORIGINAL: <br />REVISED: <br />PARTIAL PAY ESTIMATE 02 <br />FROM: June 2, 2012 <br />TO: 9,06 20,2012 <br />CONTRACTOR: TA. 009000KY AND SONS <br />ADDRESS: 2370 E. HIGHWAY 35, NORTH SAINT PAUL MN 55109 <br />OWNER: CITY OF LITTLE CANADA <br />PROJECT: 2012 MILL & OVERLAY IMPROVEMENTS <br />AMOUNT OF CONTRACT <br />ORIGINAL: $ 402583.93 <br />REVISED: <br />ITE <br />0 <br />1080001PTIO <br />UNIT <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />THIS PERIOD <br />QTY. TOTAL PRICE <br />TOTAL TO DATE <br />OTIS TOTAL PRICE <br />SCHEDULE 1.0 - ROSEWOOD DRIVE <br />f <br />2021,01 <br />MOBILIZATION <br />LS <br />1.00 <br />54000.00 <br />000 <br />6000 <br />1.00 <br />54,00000 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />420.00 <br />53.61 <br />0.00 <br />5000 <br />501.00 <br />01900.61 <br />5 <br />2104.523 <br />SALVAGE & REINSTALL MAILBOX <br />EACH <br />2.00 <br />087,55 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />9 <br />2105.501 <br />COMMON EXCAVATION <br />CY <br />67.00 <br />514.42 <br />0.00 <br />50.00 <br />0.00 <br />60.00 <br />5 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />20.00 <br />525,75 <br />0.00 <br />6000 <br />1000 <br />6257.50 <br />6 <br />2112.604 <br />BASE PREPARATION <br />SY <br />195000 <br />62.09 <br />0.00 <br />50.00 <br />1.95000 <br />6602550 <br />7 <br />212305 <br />EXPLORATORY DIG '46,4 fl1TING- <br />EACH <br />100 <br />6721.00 <br />0.00 <br />50.00 <br />0.00 <br />$0.00 <br />8 <br />2231.804 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />350.00 <br />512.00 <br />0.00 <br />5000 <br />000 <br />50.00 <br />9 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />1.52500 <br />52.50 <br />000 <br />6000 <br />1,525.00 <br />53.812.50 <br />10 <br />2339604 <br />FULL DEPTH RECLAMATION <br />SY <br />1.95000 <br />51.95 <br />0.00 <br />50.00 <br />1.950.00 <br />63.802,50 <br />11 <br />2350.501 <br />TYPE MVA WEAR COURSE MIXTURE (DRIVEWAY] <br />T011 <br />4.00 <br />9185.00 <br />0.00 <br />5000 <br />000 <br />50.00 <br />12 <br />2350501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />430.00 <br />50590 <br />0.00 <br />50.00 <br />000 <br />50.00 <br />13 <br />14 <br />15 <br />2350501 <br />2504,002 <br />TYPE LV3 NON WEARING COURSE MIXTURE. 1EA9E1 <br />'W04 FITTING" BOLT REPLACEMENT <br />TON <br />25000 <br />565.90 <br />0.00 <br />50.00 <br />220.14 <br />514,507.23 <br />FITTING <br />100 <br />5690.00 <br />000 <br />60.00 <br />0.00 <br />50.00 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />1.00 <br />5824.0D <br />100 <br />582400 <br />1.00 <br />5024,00 <br />16 <br />2506602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />500 <br />5342.99 <br />3.00 <br />0.00 <br />51,02097 <br />50,00 <br />8,00 <br />200 <br />52.74392 <br />5175.10 <br />17 <br />2606602 <br />REGROUT MANHOLE RINGS & CASTING <br />EACH <br />5.00 <br />587.55 <br />18 <br />2506602 <br />REGROUT MANHOLE INVERT & DOGHOUSE <br />MH <br />3.00 <br />530000 <br />000 <br />50.00 <br />3.00 <br />5900.00 <br />19 <br />2531.501 <br />CONCRETE CURB& GUTTER DESIGN SURIUOJ14TABLE <br />LF <br />42003 <br />51442 <br />0.00 <br />50.00 <br />50100 <br />57.224.42 <br />20 <br />2531.507 <br />CONCRETE PATCH SPECIAL <br />SF <br />6.00 <br />510.30 <br />000 <br />50.00 <br />22.50 <br />5231 ,75 <br />21 <br />22 <br />2563601 <br />2573.53 <br />TRAFFIC CONTROL __. <br />INLET PROTECTION (WIMCO) <br />_S <br />EACH <br />1.00 <br />/00 <br />526255 <br />5169.95 <br />000 <br />0.00 <br />5000 <br />50,00 <br />1.00 <br />1000 <br />526265 <br />5169900 <br />23 <br />2573.607 <br />ROADWAY ROCK CHECK DAM <br />CY <br />2000 <br />55505 <br />000 <br />50.00 <br />14.15 <br />5801.60 <br />24 <br />25 <br />2576.604 <br />SEEDING (1l'PE220) <br />SY <br />140.00 <br />55.15 <br />0.00 <br />6000 <br />000 <br />5000 <br />SPEC <br />GRADATION TEST, CLASS 5 <br />EACH <br />1,00 <br />592.70 <br />000 <br />60.05 <br />1.00 <br />592.70 <br />26 <br />27 <br />OPEC <br />SPEC <br />PROCTOR TEST, CL/SS5 <br />DENSITY TEST. IN PLACE <br />EACH <br />EACH <br />100 <br />2.00 <br />52575 <br />525 ,75 <br />0.00 <br />000 <br />50.00 <br />50.00 <br />000 <br />50.00 <br />SOOD <br />28 <br />SPCC <br />CONCRETE TESTING. CYLINDERS (SET OE 3) <br />EACH <br />2.00 <br />502 ,70 <br />000 <br />50.00 <br />1.00 <br />592.70 <br />29 <br />50•0 <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />6,00 <br />525,75 <br />0.00 <br />50.00 <br />200 <br />551.50 <br />30 <br />SPEC <br />EXTRACTIONIGRAOATION <br />AIR VOIDS <br />EACH <br />EACH <br />2,00 <br />2.00 <br />512560 <br />5123.00 <br />0,00 <br />0.00 <br />5000 <br />50.00 <br />100 <br />1,00 <br />612360 <br />5123.00 <br />31 <br />SPEC <br />SCHEDULE 1.0- ROSEWOOD DRIVE • TOTAL 51.85297 549.560.8] <br />SCHEDULE 2.0- PARK STREET <br />t <br />2021501 <br />MOBILIZATION <br />LS <br />1.00 <br />54.500.00 <br />0.00 <br />50.00 <br />1.00 <br />54,500.00 <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LF <br />4000 <br />516.48 <br />000 <br />50.00 <br />4000 <br />565920 <br />3 <br />2104,505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />520.00 <br />53661 <br />000 <br />50.00 <br />455.00 <br />5166530 <br />4 <br />2104.521 <br />REMOVE MANHOLE OR CATCHRASIN <br />EACH <br />4,00 <br />548925 0.00 <br />5000 <br />400 <br />5195700 <br />5 <br />2105525 <br />TOPSOIL BORROW <br />CY <br />2503 <br />51864 140 <br />525.96 <br />990 <br />9183.55 <br />6 <br />2123,61 <br />EXPLORATORY 016 SW P117ING" <br />EACH <br />100 <br />61,236,00 0,00 <br />50.00 <br />0.00 <br />50.00 <br />7 <br />2231604 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />43500 <br />512.501 0,00 <br />50.00 <br />0.03 <br />6000 <br />8 <br />2232.601 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />9160.00 <br />51.49 0.00 <br />50.00 <br />4.160.00 <br />59.108,40 <br />9 <br />2350501 <br />TYPE MV4 WEAR COURSE MIXiIRE(DRIVEWAYj <br />TON„ <br />400 <br />,516500 536 <br />588940 <br />5884.40 <br />2 <br />