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TABULATION OF BIDS <br />PROJECT PINE STREET PAVING IMPROVEMENTS TKDA <br />LOCATION: CITY OF COLUMBUS /CITY OF LINO LAKES <br />TKDA PROJECT NO. 14578.001 eueiem Nr, • nnuummnC • rUNNIK <br />BIDS OPENED: May 13, 2010 AT 10:00 AM <br />'DENOTES ERROR IN BIDDERS CALCULATION <br />RUM RIVER CONTRACTING HARDRIVES INC. KNIFE RIVER CORP. NORTH VALLEY INC. GMH ASPHALT T A SCHIFSKY 8 SONS <br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL <br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />g8100ieeo .088128 <br />$NG ror <br />,..... r HrHHIHrHHHHHH <br />N <br />0 <br />8 <br />N <br />H <br />88 <br />0� <br />HHHHNHHHNHH <br />C <br />8888 <br />D 0 N N <br />Dos <br />O <br />O N <br />S 200.00' <br />8 <br />O - <br />HHHHM <br />22 <br />.,O <br />—HHr <br />a0 m <br />Y W <br />HHIHHNNpHHNHHH <br />1888588888 <br />g1 <br />C <br />O m <br />8 <br />G <br />8888818888888 <br />' <br />HHHHNHHN.HpNpHN <br />. <br />H' <br />' <br />fD'�tf <br />N N <br />N <br />88AX: <br />f V <br />HHHHN <br />666 <br />w........ <br />02888° <br />O <br />O N <br />N <br />1 O <br />a 0 <br />O <br />...... <br />, <br />pN <br />O <br />H <br />$ 313.00 1 <br />$ 175.00 <br />$ 117,486.80 <br />$ 2,848.80 <br />$ 100,009.001 <br />$ .7,085.60 <br />088r-5 <br />N <br />m <br />V)HNH <br />8 <br />N a 0 <br />$ 185.00 <br />$ 740.00 <br />$ 187.50 <br />$ <br />N <br />" O <br />HHM <br />888881/8 <br />66666666 <br />h <br />............ <br />O <br />2 N <br />N to <br />88NO0O <br />mie <br />' <br />H <br />... <br />0 <br />N <br />8888888° <br />7, <br />H <br />p <br />°V <br />e� <br />H H H <br />CJ— <br />N H H <br />ao <br />H H <br />a <br />... <br />N <br />ap4N0 <br />H N H <br />o <br />H N <br />$ 2,500.00 <br />625.00 <br />$ 200.00 <br />$ 277.50 <br />$ 1,712.00 <br />8 8 <br />S S <br />a)W <br />HH..... <br />88 8 <br />O O <br />ON N <br />8 8 8 <br />N (N' <br />2NO <br />1HHHH <br />' < <br />H <br />$ 135.00 .1 <br />NN <br />$ 2,392.30 <br />$ 98,917.00 <br />$ 6,933.12 <br />$ 1,545.00 <br />$ 128.75 <br />$ 2,446.25 <br />$ 185.00 <br />O N <br />FF. <br />OHO <br />E 263,358.07 <br />0 <br />00 <br />O <br />IH <br />0 <br />8.8'2888.9°S8 <br />W�YOOONNN. <br />N <br />H H H H <br />H H <br />p <br />7 <br />H H H <br />O <br />NO <br />H ..... <br />0 O <br />ep'� <br />N <br />P <br />N <br />N <br />�8S:i'i3-N�NQN <br />............ <br />O 8 0 <br />f <br />N l� N <br />O O ASS <br />m m N <br />-17000 <br />.... <br />N Y <br />. <br />$ 5,000.00 <br />$ 975.00 <br />888888 <br />666666 N <br />e- <br />...... <br />a D 107 <br />$ 500.001 <br />S 448.00 <br />$ 98.00 <br />$ 750.00 <br />0 <br />O' <br />O <br />M <br />H H <br />H <br />. <br />a <br />m <br />N <br />O <br />r• <br />H <br />O <br />H H <br />$ 2,188.70 <br />$ 98,207.20 <br />$ 8,712.32 <br />O <br />G <br />N N <br />$ 2,250.00 <br />$ 155.00 <br />88, <br />1 <br />H H H <br />M H M <br />88° <br />G <br />O <br />HVlw <br />$ 1,950.00 <br />$ 5.00 <br />E 5.00 <br />38.75. <br />$ 42.00 <br />150.00 <br />88888 <br />644 t h <br />N <br />NNNNH <br />4.00 <br />E 82.32 <br />$ 5.50 <br />$ 7.00 <br />$ 1.50 <br />O <br />C <br />N <br />$ 15.00 <br />S 20.00 <br />$ 350.00 <br />48.78 <br />"S28°88 <br />N t 7 <br />N <br />1 n C G <br />N <br />$ 90.00 <br />$ 15.50 <br />$ 1.75 <br />$ 3.50 <br />E 0.23 <br />N14 <br />G O <br />.. <br />$ 4,250.00 <br />$ 648.00 <br />S 215.20 <br />$ 199.08 <br />$ 1,292.00 <br />$ 1,720.00 <br />$ 236.00 <br />$ 322.00 <br />$ 331.52 <br />$ 118.40 <br />$ 1,075.00 <br />8 <br />HNHH <br />$ 21,924.00 <br />$ 210.00 I <br />NH <br />$ 2,036.00 <br />$ 91,000.00 <br />$ 7,242.24 <br />$ 2,000.00 <br />S 135.00 <br />$ 2,550.00 <br />$ 190.00 <br />$ 752.00 <br />$ 188.50 <br />I$ <br />S 263.573.721 <br />888"°888884.°W;° <br />82 <br />................ <br />(7 ( <br />N <br />;:ii" <br />tO^0(017 <br />O <br />H <br />8888884"880 <br />NNr<N100'�ONOO <br />17 <br />p <br />n N <br />—17000 <br />NHNHH <br />N O <br />$ 3,250.00 J <br />88 <br />SS . <br />HrH <br />$ 2,000.00 <br />$ 270.00 <br />$ 410.00_ <br />$ 224.00 <br />$ 48.00 <br />$ 825.00 <br />$ 80.00 <br />$ 4,440.00 <br />H N <br />O <br />a <br />H <br />pNHNHHNHNpHHHN <br />O <br />' <br />N <br />$ 225.00 <br />$ 113,947.65 <br />$ 2,545.00 <br />$ 98,915.00 <br />$ 8,712.32 <br />S 88 <br />N H H N <br />$ 200.00 <br />O <br />O <br />H H <br />b <br />H H N <br />HIM <br />28.888888S <br />H H <br />O <br />< <br />H H <br />N N N lV lV <br />�N <br />N H H H N <br />O O <br />lV O aD <br />0 <br />N H H <br />N 8 <br />N <br />� <br />H N <br />8. <br />� <br />N <br />F2.88 <br />�O�< <br />N <br />Q <br />h ah m <br />N N H <br />N N N <br />N. <br />N <br />N H H <br />8888 <br />0 0 <br />mt7'N <br />N H N N <br />0 <br />H <br />E 8 N <br />- Cl 0 <br />H H .... <br />N <br />0 <br />J <br />J J J <br />J J <br />Q Q <br />W W J J y <br />N K 8 <br />U N <br />F <br />F <br />Q <br />F W f <br />F'_;56168 <br />, J J <br />J J <br />00 <br />N O <br />a 0 <br />0 4. <br />N N N N O <br />,— N <br />N n 0 <br />N <br />0 0 <br />m <br />' <br />N O r <br />N <br />m N 0 <br />O 10 0 <br />O N N N <br />O <br />0 8000 <br />0 <br />TRAFFIC CONTROL <br />REMOVE 18" CMP CULVERT <br />REMOVE 24" CMP CULVERT <br />INSTALL 18" GS APRON <br />INSTALL 24" GS APRON <br />SAWCUT BITUMINOUS <br />SAWCUT CONCRETE <br />REMOVE BITUMINOUS PAVEMENT (ALL TYPES) <br />REMOVE CONCRETE DRIVEWAY PAVEMENT <br />SUBGRADE PREPARATION <br />SUBGRADE EXCAVATION (EV) <br />SELECT GRANULAR BORROW (CV) <br />GEOTEXTILE STABLIZATION FABRIC <br />CLASS 5 AGGREGATE BASE FOR DRIVEWAYS <br />SHOULDERING AND SHAPING <br />LIMESTONE BASE FOR DRIVEWAYS, SHOULDERING AND <br />SHAPING <br />TRAP ROCK BASE FOR DRIVEWAYS <br />ADJUST MANHOLE CASTING <br />2380 TYPE LV 3 NON -WEAR COURSE <br />BITUMINOUS MATERIAL FOR TACK COAT <br />2360 TYPE LV4 WEAR COURSE <br />SAW AND SEAL JOINTS (40' INTERVALS) <br />INSTALL 8" BITUMINOUS CURB, MnDOT 2535 <br />SALVAGE AND REINSTALL MAILBOX AND POST <br />FURNISH AND INSTALL NEW MAILBOX <br />,`FURNISH AND INSTALL NEW MAILBOX POST <br />(TOPSOIL BORROW WITH SEED <br />EROISION CONTROL BLANKET CATEGORY 3 WITH SEED <br />SILT FENCE <br />4" SOLID LINE _ WHITE EPDXY <br />4" BROKEN LINE - YELLOW EPDXY <br />4" DOUBLE SOLID LINE - YELLOW EPDXY <br />TOTAL <br />-Nm <br />-.-. <br />01-0) <br />�2�4 <br />V A <br />A2NNNNNNNNNN <br />17 17 17 <br />17 4 <br />