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COMPLETION DATE <br />ORIGINAL: <br />REVISED: <br />PARTIAL PAY ESTIMATE 42 <br />(FINAL) <br />FROM: November 2, 2007 <br />TO: December 12, 2007 <br />CONTRACTOR: KEVITT EXCAVATING, LLC <br />ADDRESS: 3335 PENNSYLVANIA AVENUE N.. CRYSTAL, MN 55427 <br />OWNER: CITY OF LITTLE CANADA <br />PROJECT: 2007 MISCELLANEOUS STORM IMPROVEMENTS <br />AMOUNT OF CONTRACT <br />ORIGINAL: S 33,616.91 <br />REVISED: $ <br />ITEM <br />NO. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />CITY. UNIT PRICE <br />THIS PERIOD <br />OTT. TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />SCHEDULE 1,Q <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />52,000.00 <br />0.25 <br />5500.00 <br />1.00 <br />52,000.00 <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LF <br />164.00 <br />521.00 <br />0.00 <br />50.00 <br />131.00 <br />52,751.00 <br />3 <br />2104.501 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />20.00 <br />515.00 <br />0.00 <br />50.00 <br />24.00 <br />5360.00 <br />4 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />98.00 <br />53.05 <br />0.00 <br />50.00 <br />48.00 <br />$146.40 <br />5 <br />2104.511 <br />SAW CUT BITUMINOUS (FULL DEPTH) <br />LF <br />132.00 <br />53.25 <br />0.00 <br />50.00 <br />87.00 <br />5282.75 <br />6 <br />2104.513 <br />SAW CUT CONCRETE (FULL DEPTH) <br />LF <br />3.00 <br />5166.67 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />7 <br />2104.521 <br />SALVAGE CHAIN LINK FENCE <br />LF <br />40.00 <br />$17.00 <br />0.00 <br />50.00 <br />29.00 <br />549300 <br />8 <br />2211.501 <br />AGGREGATE BASE CLASS 5 <br />TON <br />45.00 <br />538.00 <br />0.00 <br />50.00 <br />15.00 <br />5570.00 <br />9 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />65.00 <br />$11.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />10 <br />2350.501 <br />TYPE SP WEAR COURSE MIXTURE <br />TON <br />13.00 <br />5152.00 <br />0.00 <br />50.00 <br />6.00 <br />5912.00 <br />11 <br />2350.502 <br />TYPE SP NON WEARING COURSE MIXTURE (BASE) <br />TON <br />1300 <br />5152.00 <br />0.00 <br />5000 <br />6.09 <br />5925.68 <br />12 <br />2501.602 <br />18' FLARED END SECTION WTTRASHGUARD <br />EACH <br />1,00 <br />$1,200.00 <br />0.00 <br />50.00 <br />1.00 <br />$1,200.00 <br />13 <br />2503.602 <br />CONNECT TO EXISTING STORM STRUCTURE <br />EACH <br />2.00 <br />5500.00 <br />0.00 <br />$0.00 <br />2.00 <br />$1000.00 <br />14 <br />2503.603 <br />12' RC PIPE SEWER DES 3006, CLV <br />LF <br />30.00 <br />550.00 <br />0.00 <br />50.00 <br />32.00 <br />81,600.00 <br />15 <br />2503603 <br />18" HDPE PIPE SEWER <br />LF <br />131.00 <br />533.00 <br />0.00 <br />50.00 <br />128.00 <br />54,224.00 <br />16 <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />1.00 <br />5500.00 <br />0.00 <br />50.00 <br />1.00 <br />550000 <br />17 <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />2.00 <br />5400.00 <br />0.00 <br />50.00 <br />3.00 <br />51,200.00 <br />18 <br />2508.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />1.00 <br />$400.00 <br />0.00 <br />$000 <br />1.00 <br />$400.00 <br />19 <br />2511.502 <br />RANDOM RIP RAP CLASS IV <br />TON <br />15.00 <br />$60.00 <br />0.00 <br />50.00 <br />15.00 <br />5900.00 <br />20 <br />2521.501 <br />CONCRETE CURB & GUTTER <br />LF <br />20.00 <br />535.00 <br />0.00 <br />50.00 <br />24.00 <br />5840.00 <br />21 <br />2557.603 <br />INSTALL CHAIN LINK FENCE <br />LF <br />40.00 <br />525.00 <br />29.00 <br />5725.00 <br />29.00 <br />5725.00 <br />22 <br />2575.501 <br />SEEDING <br />SY <br />270.00 <br />5200 <br />0.00 <br />50.00 <br />92000 <br />51,840.00 <br />23 <br />2575.523 <br />EROSION CONTROL BLANKET, CATEGORY IV <br />SY <br />270.00 <br />52.00 <br />0.00 <br />50.00 <br />920.00 <br />51,840.00 <br />SCHEDULE 1.0 - TOTAL $1,225.00 524,709.83 <br />LTERNATE 2.0 <br />1 1 2506.603 RECONSTRUCT SANITARY MANHOLE (1-4 FT SECTION) j LF j 4.00 I 5687.501 0.00 1 50.001 4.00 I 52,750.00 <br />ALTERNATE 2.0 - TOTAL 0.00 52,750.00 <br />CHANGE QEDER S <br />1 <br />2506.502NST DRAINAGE STRUCTURE DESIGN 48 -4020 <br />EACH <br />1.00 <br />53,60000 <br />1.00 <br />83.60000 <br />1.00 <br />53,60000 <br />2 <br />SPEC <br />MANHOLE LOCATION CHANGE & EXPLORATORY DIG <br />LS <br />1.00 <br />81 440.00 <br />100 <br />51,440.00 <br />1.00 <br />51440.00 <br />3 <br />SPEC <br />STRAIGHTEN HYDRANT <br />LS <br />1.00 <br />5720.00 <br />1.00 <br />5720.00 <br />1.00 <br />5720.00 <br />4 <br />SPEC <br />SPRUCE STREET CB REPAIR <br />LS <br />1.00 <br />5324.00 <br />1.00 <br />5324.00 <br />1.00 <br />5324.00 <br />5 <br />SPEC <br />VIKING DRIVE SANITARY MH ADJUSTMENT <br />LS <br />1.00 <br />5393.00 <br />1.00 <br />5393.00 <br />100 <br />5393.00 <br />CHANGE ORDER 41 - TOTAL 50477.00 56,477.00 <br />BID SUMMARY <br />SCHEDULE 1.0 -TOTAL <br />ALTERNATE 2.0 TOTAL <br />CHANGE ORDER 41 - TOTAL <br />TOTAL BID SUMMARY THIS PERIOD <br />TOTAL BID SUMMARY TO DATE <br />THIS PERIOD <br />51,225.00 <br />50.00 <br />56.477.00 <br />$7,702.00 <br />TOTAL TO DATE, <br />524,709.83 <br />52,750.00 <br />56.477.00 <br />AMOUNT EARNED <br />AMOUNT RETAINED <br />MATERIAL ON SITE <br />MATERIAL DEDUCT. <br />PREVIOUS PAYMENTS <br />AMOUNT DUE <br />TOTAL THIS PERIOD <br />57.702.00 <br />- 51.311 74 <br />50.00 <br />5000 <br />59,013 74 <br />TOTAL TO DATE <br />533,936.83 <br />50.00 <br />$0.00 <br />50.00 <br />524,923.09 <br />59,013.74 <br />533,936.83 <br />