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BID TABULATION <br />40 40 64 <br />40 40 <br />40 40 <br />40 40t9 <br />40 44 <br />40 69 <br />40 40 <br />40 61 <br />40 <br />40 <br />40 <br />40 40 <br />I <br />69 <br />i <br />401I 99169 <br />94 40 40 'fA <br />I <br />I <br />APOLWIVE - PHASEIV W <br />CITY OF LINO LAKES <br />LINO LAKES, MINNESOTA TOLTZ, KING, IX <br />AND ASSOCIATE <br />ENGINEERS -ARI <br />COMMISSION NO.12051 -02 TABULATION OF BIDS <br />BIDS OPENED: 5/19/00 <br />*DENOTES ERROR IN BIDDERS CALCULATION <br />MIDWEST ASPHALT CORP <br />ITEM UNIT TOTAL UNIT TOTAL <br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT <br />404940404040494 <br />949494440694449 <br />49 494969 <br />4949494949 <br />64 <br />49494049 <br />69 <br />fA <br />$ 11,550.00 <br />600.00 <br />$ 600.00 <br />$ _ <br />500.00 <br />to N v <br />MCD1O <br />$ 5,157.00 <br />°otoopo000000 <br />O co co N (0 OD a N <br />'Q C+) Nr <br />r <br />49404949 406949 <br />$ 880.00 <br />$ 785.40 <br />$ 395.00 <br />$ 1,810.00 <br />$ 10.20 <br />$ 2,090.00 <br />$ 1,625.00 <br />$ 352.00 <br />$ 1,610.00 <br />$ 31,161.00 <br />$ 1,177.50 <br />$ 9,454.50 <br />1 $ 30,810.00 <br />350.00 <br />i 600.00 <br />600.00 <br />500.00 <br />3,500.00 <br />8,200.00 <br />32.75 <br />34.90 <br />38.20 <br />$ovo4 <br />0 ci C co <br />N <br />2,800.00 <br />27.30 <br />32.00 <br />880.00 <br />3.30 <br />395.00 <br />90.50 <br />3.40 <br />2.20 <br />2.50 <br />5.50 !, <br />2.30 <br />7.05 <br />15.70 <br />9.55 <br />C00 <br />.CO <br />4969149 <br />a°D,jo <br />O) <br />0) <br />404049j49 err ;wIra <br />w <br />404040 sr <br />ea <br />err <br />if 7 yr. <br />44 49 sr. 0.... -. �.i�. <br />IW W W WJ <br />WiJJJ <br />1 <br />WJJJW <br />LL <br />W <br />mJ W <br />UCACAJCCOC}!)UJJJNH <br />33.0 <br />1.0 <br />1.0 <br />1.0 <br />rl(0OO)i <br />2.0 <br />35.1 <br />50.0 <br />400.0 <br />1.0 <br />70.0 <br />350.00 <br />1.00 <br />O <br />r. <br />20.0 <br />3.0 <br />950.0! <br />650.0 <br />64.0 <br />700.0 <br />4420.0 <br />75.0 <br />r- 990.0 <br />C88 <br />000 <br />N to <br />r <br />r 975.0 <br />CLEAR & GRUB TREE <br />ABANDON WELL <br />REMOVE SEPTIC TANK <br />REMOVE GAS METER <br />REMOVE BUILDINGS AND DEBRIS <br />CONNECT TO EXISTING SANITARY SEWER MH <br />8' PVC, SDR 26 SAN. SEW. (24' -26' DEEP) <br />8' PVC. SDR 26 SAN. SEW. (26' -28' DEEP) <br />CONSTRUCT 4' DIA. MANHOLE TYPE 301(10' DEPTH) <br />EXTRA DEPTH OF 4' DIA. MH <br />TRENCH STABILIZATION ROCK <br />TELEVISE SANITARY SEWER MAINS <br />10" ON 12" WET TAP W/ TAPPING VALVE <br />8" DIP CLASS 52 WATERMAIN <br />10" DIP CLASS 52 WATERMAIN <br />18" RES. SEAT GATE VALVE AND BOX <br />DIP FITTINGS <br />CONCRETE SPILLWAY <br />CLASS 2 HAND PLACED RIP RAP <br />IGEOTEXTILE FABRIC (MnDOT TYPE IV) <br />EROSION CONTROL FIBER BLANKET <br />SAWCUT BIT. PAVEMENT (FULL DEPTH) <br />REMOVE BITUMINOUS PAVEMENT <br />COLD MILL 1 -1/2" BITUMINOUS PAVEMENT <br />COMMON EXCAVATION (EV) <br />B612 CONC. CURB & GUTTER <br />6618 CONC. CURB & GUTTER <br />VALLEY GUTTER <br />AGGREGATE BASE CLASS 5 <br />2350 TYPE LV 2 OR 3 NON WEAR. COURSE <br />r Q C9 "t <br />10 40 <br />n°2 <br />M <br />Or rr Nr Mr <br />or ° r O <br />I 's <br />° ° <br />O N N 2 4, IN N r <br />N D <br />N A O <br />M <br />BID TABULATION <br />