Laserfiche WebLink
SUBSTANTIAL COMPLETION DATE <br />ORIGINAL: <br />REVISED: <br />PARTIAL PAY ESTIMATE 95 <br />FROM: September 1. 2012 <br />T0: January 31, 2013 <br />CONTRACTOR: T.A.50011090Y AND 50746 <br />ADDRESS: 2370 E. HIGHWAY 38. NORTH SAINT PAUL. MN 55109 <br />OWNER: CITY OF LITTLE CANADA <br />PROJECT: 2012 MILL & OVERLAY IMPROVEMENTS <br />AMOUNT OF CONTRACT <br />ORIGINAL: 5 40256393 <br />REVISED: <br />ITEM <br />NO. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />OTY. UNIT PRICE <br />THI5 PERIOD <br />QTY. TOTAL PRICE <br />TOTAL TO OATS <br />OTY, TOTALPRICE <br />SCHEDULE 1.0 - ROSEWOOD ORIVE <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />54000.00 <br />0.00 <br />50.00 <br />1.00 <br />54.000.00 <br />2 <br />2104.505 <br />REMOVE CONCRETE CURO AND GUTTER <br />L0 <br />020.00 <br />9061 <br />0.00 <br />50.00 <br />501.00 <br />51.80661 <br />3 <br />2104.523 <br />SALVAGE B REINSTALL MAILBOX <br />EACH <br />2.00 <br />587.551 0.00 <br />50.00 <br />2.00 <br />5175.10 <br />4 <br />2105.501 <br />COMMON EXCAVATION <br />CY <br />87 OD <br />514.42 0.00 <br />50.00 <br />24,00 <br />5346.08 <br />5 <br />2005.525 <br />TOPSOIL BORROW <br />CY <br />2000 <br />12575 0.00 <br />5000 <br />10.00 <br />5257.50 <br />0 <br />2112804 <br />365E PREPARATION <br />SY <br />1950.00 <br />5309 0.00 <br />50.00 <br />1.950.00 <br />56.025.50 <br />7 <br />2123.61 <br />EXPLORATORY DIG 'WM FITTING' <br />EACH <br />1.00 <br />5721.00 <br />0.00 <br />50.00 <br />000 <br />5000 <br />8 <br />2231604 <br />BITUMINOUS PATCH SPECIAL <br />5Y <br />350.00 <br />512.00 <br />0.00 <br />50.00 <br />000 <br />50.00 <br />9 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />1.52500 <br />52.50 <br />0.00 <br />6000 <br />1.52500 <br />53.812.50 <br />10 <br />2331604 <br />PULL DEPTH RECLAMATION <br />5Y <br />1.95000 <br />01.95 <br />0.00 <br />5000 <br />19500D <br />5380250 <br />10 <br />2350,501 <br />TYPE MV4 WEAR COURSE MI XTURE,ORIVEWAYI <br />TON <br />4.00 <br />5185.00 <br />0.00 <br />6000 <br />5.00 <br />593980 <br />12 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />42000 <br />565.90 <br />000 <br />50.00 <br />38974 <br />52560387 <br />13 <br />2350.501 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE),_. <br />. . .2 <br />5 0 . 0 0, <br />250.00 <br />, , , 0.00 <br />50.00 <br />,,, -- 22014 <br />$14,50223 <br />14 <br />2504.602 <br />'WM FITTING" BOLT REPLACEMENT <br />FIT <br />100 <br />569000 0.00 <br />5000 <br />DOD <br />50.00 <br />15 <br />2508.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />100 <br />502400 0.00 <br />50.00 <br />1.00 <br />582400 <br />16 <br />2506.602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />500 <br />5342.90 0.00 <br />5000 <br />8.00 <br />52,24392 <br />17 <br />250.602 <br />EGROUT MANHOLE RINGS &CASTING <br />EACH <br />5.00 <br />587.55 0.00 <br />50.00 <br />2.00 <br />5175.10 <br />18 <br />2500.602 <br />8008001' MANHOLE INVERT & DOGHOUSE <br />MH <br />300 <br />5300.001 <br />0.00 <br />5000 <br />3.00 <br />5900.00 <br />19 <br />2551.501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />1F <br />420.00 <br />514.42 <br />0.00 <br />0000 <br />501.00 <br />5722442 <br />20 <br />2531.50 <br />CONCRETE PATCH SPECIAL <br />SF <br />0.00 <br />51090 0.00 <br />50.00 <br />22.50 <br />5231 .75 <br />21 <br />2563,001 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />5202.85 0.00 <br />50.00 <br />1.00 <br />026265 <br />22 <br />2573.53 <br />INLET PROTECTION (t111.100) <br />EACH <br />7.00 <br />516905 0.00 <br />50.00 <br />10.00 <br />$1.690.50 <br />23 <br />2573607 <br />ROADWAY ROCK CHECK DAM <br />CY <br />2000 <br />556.65 0.00 <br />50.00 <br />14.15 <br />$80160 <br />24 <br />2575004 <br />SEEDING (TIRE 270),.. ,_._... ._....._....._ <br />SY.,__. <br />14000_ <br />55.15 9600 <br />549440..,_,� 66.00 <br />25 <br />SPEC <br />GRADATION TEST. CLASS <br />EACH <br />1.03 <br />59270 0.00 <br />5000 100 <br />59770 <br />26 <br />SPEC <br />PROCTOR TEST. CLASS 5 <br />EACH <br />1.00 <br />525.75 0.00 <br />50.00 1.00 <br />525.75 <br />27 <br />SPEC <br />DENSITY TEST. IN PLACE <br />EACH <br />200 <br />92675 0.00 <br />50.00 0.00 <br />50.00 <br />20 <br />SPEC <br />CONCRETE TESTING. CVLINOERS &SET OF 31 <br />EACH <br />200 <br />59250 0.00 <br />50.00 1.00 <br />592.70 <br />29 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />6.0D <br />525.75 3.00 <br />577.25 500 <br />5128.75 <br />30 <br />SPEC <br />EXTRACTION/GRADATION <br />EACH <br />2.00 <br />512360 1.00 <br />5123.60 2.00 <br />5247.20 <br />31 <br />SPEC <br />AIR V0105 <br />EACH <br />2.03 <br />5123.00 1.00 <br />5123.60 200 <br />5247.20 <br />SCHEDULE 1.0 .ROSEWOOD DRIVE • TOTAL 581085 577.55032 <br />SCHE0111 8 2.0. PARK STREET <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />5450000 <br />0.00 <br />50.00 <br />1.00 <br />5450000 <br />2 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LF <br />40.00 <br />516.48 <br />0.00 <br />60.00 <br />40.00 <br />$65920 <br />3 <br />2104.505 <br />REMOVE CONCRETE CURD AND GUTTER <br />LF <br />520.00 <br />5306 <br />81.00 _- ._ <br />-.._. 9296_46 <br />536.00 <br />91_98156 <br />4 <br />2101521 <br />REMOVE MANHOLE OR CATCHBASIN <br />EACH <br />4.00 <br />5489.25 <br />0.00 <br />50.00 <br />4.00 <br />5195700 <br />5 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />2500 <br />51854 <br />0.03 <br />50.00 <br />8.90 <br />5103.55 <br />6 <br />2123.61 <br />EXPLORATORY DIG 'WM FITTING' <br />EACH <br />1.00 <br />91236.00 <br />OW <br />50.00 <br />0.00 <br />5000 <br />7 <br />2231.604 <br />BITUMINOUS P81001525081. <br />5Y <br />435.00 <br />$12.50 <br />0.03 <br />5000 <br />12.50 <br />515625 <br />0 <br />2722.S09 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />416000 <br />91.40 <br />0.00 <br />5000 <br />4.160.00 <br />56.198.40 <br />9 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) <br />TON <br />4.00 <br />$165.00 <br />0.00 <br />00.00 <br />22.05 <br />53 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />55000 <br />565.00 <br />000 <br />50.00 <br />52298 <br />533593.70 <br />2 <br />