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SUBSTANTIAL. COMPLETION DATE <br />ORIGINAL: <br />REVISED: <br />PARTIAL PAY ESTIMATE 44 <br />PROM: July 28, 2012 <br />70: August 31, 2012 <br />CONTRACTOR: 7 A. SCHIFSKY AND SONS <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: 0 402,583.93 <br />REVISED: <br />ITEM <br />N0. <br />1 <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 />0.00 <br />SCHEDULE 1.0 • ROSEWOOD DRIVE <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 I 54000.00 <br />0,00 <br />50.00 <br />1.00 <br />3400000 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />42000) <br />2.00 <br />03.61 <br />0,00 <br />50,00 <br />501.00 <br />0180861 <br />3 <br />2104.523 <br />SALVAGE & REINSTALL MAILBOX <br />EACH <br />587,55 <br />1.00 <br />587.55 <br />2.00 <br />5175.10 <br />4 <br />2105501 <br />COMMON EXCAVATION <br />CY <br />87.00 <br />014.42 <br />24.00 <br />5346.08 <br />24.00 <br />5346.08 <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 />2112004 <br />SASE PREPARATION <br />SY <br />1,950.00 <br />53.09 <br />0.00 <br />00.00 <br />1.950.00 <br />36025.50 <br />7 <br />2123.61 <br />EXPLORATORY DIG CAM FITTING" <br />EACH <br />1.00 <br />5721.00 <br />0.0D <br />50.00 <br />0.00 <br />10,00 <br />8 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />350.00 <br />512.00 <br />0.00 <br />5000 <br />0.00 <br />5000 <br />9 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />1,62500 <br />52.50 <br />0.00 <br />00.00 <br />1,52500 <br />53.812.50 <br />10 <br />2331.604 <br />FULL DEPTH RECLAMATION <br />SY <br />1,950.00 <br />55.95 <br />0.00 <br />00.00 <br />1,95000 <br />53.802.50 <br />11 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) <br />TON <br />4.00 <br />0185.00 <br />0,07 <br />012.95 <br />5,08 <br />5939.80 <br />12 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />430,00 <br />565.90 <br />0.00 <br />50.00 <br />389.74 <br />025.683.87 <br />13 <br />2350.501 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />250.00 <br />065.90 <br />0.00 <br />00,00 <br />220.14 <br />014.507.23 <br />1A <br />2504.602 <br />'M1AM FITTING" SOLT REPLACEMENT <br />FITTING <br />1.00 <br />5690,00 <br />0.0D <br />50,00 <br />0.00 <br />50.00 <br />15 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />1.00 <br />S82400 <br />000 <br />50.00 <br />1.00 <br />5824.00 <br />16 <br />2506.602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />5.00 <br />5342.99 <br />0.00 <br />50.00 <br />800 <br />52.743.92 <br />17 <br />18 <br />9 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />2506.602 REGROUT MANHOLE RINGS & CASTING <br />2500.602 REGROUT MANHOLE INVERT & DOGHOUSE MH 3.00 <br />2531.501 CONCRETE CURB &GUTTER DESIGN SURMOUNTABLE LF 420.00 51442 <br />EACH 5.00 <br />587.55 <br />5300,00 <br />0.00 <br />0.00 <br />0.00 <br />50.00 <br />50.00 <br />50.00 <br />2531.507 CONCRETE PATCH SPECIAL <br />2563.601 TRAFFIC CONTROL <br />2573.53 <br />2573.607 <br />2575.604 <br />INLET PROTECTION (W1MCO) <br />ROADWAY ROCK CHECK OAM <br />SEEDING (TYPE 2701 <br />SF <br />LS <br />EACH <br />CY <br />6 00 <br />1.00 <br />7.00 <br />20.00 <br />510.30 0.00 <br />0262.65 0.00 <br />0169.95 0,0D <br />556.65 0.00 <br />50,00 <br />50.00 <br />SPEC <br />SPEC <br />SPEC <br />GRADATION TEST CLASS 5 <br />PROCTOR TEST. CLASS 5 <br />DENSITY TEST. IN PLACE <br />SY <br />EACH <br />140.00 <br />1.00 <br />EACH <br />EACH <br />28 <br />SPEC <br />ONCRETE TESTING, CYLINDERS (SET OF 3) <br />29 <br />30 <br />SPEC <br />SPEC <br />SPEC <br />UCLEAR BITUMINOUS DENSITY <br />XTRACTIONIGRADATION <br />IR VOIDS <br />EACH <br />EACH <br />EACH <br />1.00 <br />2.00 <br />2.00 <br />6.00 <br />55.15 <br />592.70 <br />525.75 <br />525 5 <br />0.00 <br />0,00 <br />50.0D <br />50.00 <br />50.00 <br />60,00 <br />2.00 <br />3.00 <br />50100 <br />72.50 <br />1.00 <br />10.00 <br />14.15 <br />0.00 <br />00 <br />5175.1 <br />5900.00 <br />57 224.42 <br />5231.75 <br />526265 <br />51.699.50 <br />5801.60 <br />50,00 <br />592 .70 <br />592.70 <br />$25,75 <br />0.00 <br />0.00 <br />0.00 <br />0.0D <br />2.00 <br />5123ED 0.00 <br />EACH <br />2.0D <br />5123.60 0.00 <br />50.00 <br />00.00 <br />50.00 <br />50,00 <br />50.00 <br />50.00 <br />525.75 <br />0.00 <br />SO OD <br />1.0 <br />2.0 <br />1.0 <br />1.0 <br />S92,70 <br />551.50 <br />5123.00 <br />5123.60 <br />3CHEDULE 1,0 • ROSEWOOD DRIVE TOTAL. <br />5446.58 <br />570.731,47 <br />SCHEDULE 7.0 • PARK STREET <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />Sd500,00 <br />0.00 <br />50.00 <br />1.00 <br />54.501800 <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LE <br />40.00 <br />016.48 <br />0.00 <br />50.00 <br />40.00 <br />0659.20 <br />3 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />520.00 <br />53.66 <br />0.00 <br />00.00 <br />455.00 <br />51655.30 <br />4 <br />2104.521 <br />REMOVE MANHOLE OR CATCHBASIN <br />EACH <br />4.00 <br />0469.25 <br />0.00 <br />50.00 <br />4.00 <br />01,957.00 <br />5 <br />2105.525 <br />TOPSOIL. BORROW <br />CY <br />25,00 <br />518.54 <br />0,00 <br />50.00 <br />9.90 <br />0183.55 <br />0 <br />2123,61 <br />EXPLORATORY DIG WA FITTING" <br />EACH <br />1.00 <br />51 236.00 <br />0.00 <br />00.00 <br />0.00 <br />00.00 <br />7 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />SY <br />435.00 <br />012,50 <br />12,50 <br />0156.25 <br />12.50 <br />0106.25 <br />8 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />4100.00 <br />51,49 <br />0.00 <br />5000 <br />4100.06 <br />06.198.40 <br />9 <br />2350,501 <br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) <br />TON <br />TON <br />4.00 <br />0165.00 <br />16.69 <br />52753.85 <br />22.05 <br />03.63815 <br />10 <br />2350,501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />55000 <br />065.00 <br />19.81 <br />(51287.65) <br />522.98 <br />533,993.70 <br />