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R,RfN STREET TOLTZ, KING, DUVALL, ANDERSON <br />TRUNK UTILITY IMPROVEMENTS AND ASSOCIATES, INCORPORATED <br />CITY OF LINO LAKES, MINNESOTA ENGINEERS - ARCHITECTS - PLANNERS <br />COMMISSION NO. 12100 -02 <br />TABULATION OF BIDS <br />BIDS OPENED: 11/7/00 <br />'DENOTES ERROR IN BIDDERS CALCULATION <br />MEADOWVALE CONSTR. INC. RANDY KRAMER EXC. INC. RYAN CONTRACTING CO. <br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL <br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />I 13,500.00 <br />i 600.00 <br />5,000.00 <br />38,870.00 <br />27,816.00 <br />2,464.00 <br />616.00 <br />1,188.00 <br />�S <br />6 19,800.00 <br />6 24,420.00 <br />6 51,150.00 <br />6 16,170.00 <br />00'00Z' l $ <br />00'S6b' l $ <br />00'SLO'E $ <br />00'009'E $ <br />00'E9L'l $ <br />$ 1,102.75 <br />$ 229,884.75 <br />88888 <br />Oa0 <br />toN <br />44444944." <br />t0"t <br />N <br />$ 2,196.00 <br />$ 42,624.00 <br />$ 1,275.00 <br />$ 2,875.00 <br />$ 775.00 <br />a <br />6 3,276.00 <br />6 1,495.00 <br />6 400.00 <br />6 800.00 <br />6 3,831.30 <br />6 100,288.30 <br />44 <br />4449ww- <br />49444444 <br />-- <br />888 <br />ONOO <br />C7 <br />T <br />444444ww6444wwww444) <br />p8 <br />O <br />$ 152.00 <br />$ 44.00 <br />$ 44.00 <br />$ 44.00 <br />$ 44.00 <br />$ 5.00 <br />$ 66.00 <br />$ 66.00 <br />$ 66.00 <br />$ 66.00 <br />T <br />-00N0 <br />T <br />1$ 5,000.00 li <br />$ 152.00 <br />88 <br />C7N <br />4444 <br />I $ 12.00 <br />$ 25.60 <br />$ 425.00 <br />$ 575.00 <br />$ 775.00 <br />$ 12.00 <br />$ 5.00 <br />$ 50.00 <br />$ 100.00 <br />$ 2.70 <br />__ <br />— <br />$ 24,900.26 <br />$ 402.00 <br />$ 1,409.22 <br />$ 40,236.43 <br />$ 28,844.46 <br />$ 2,199.68 <br />$ 616.28 <br />$ 1,357.83 <br />$ 2,064.30 <br />$ 358.68 <br />$ 11,004.00 <br />0 N80N)C)CCDWOO <br />CNCpp N <br />0 q.'" <br />.-c`)OCOTCO�@9 <br />44 44 44 <br />44 <br />$ 3,338.53 <br />$ 4,222.56 <br />$ 3,360.36 <br />$ 346.84 <br />$ 3,101.60 <br />$ 3,583.8011 <br />$ 1,122.80 <br />$ 212,790.15 <br />799.54 <br />6 28,844.46 <br />6 1,090.80 <br />6 5,800.70 <br />6 1,954.44 <br />6 48,767.85 <br />6 1,619.46 <br />6 3,569.55 <br />974.46 <br />6 5,044.53 <br />335.55 <br />3,502.59 <br />496.34 <br />1,034.88 <br />887.60 <br />4,782.03 <br />109,504.78 <br />wwww <br />,w <br />PN.w <br />�.wwww4 <br />$ 24,900.26 <br />$ 13.40 <br />$ 1,409.22 <br />$ 134.57 <br />$ 157.62 <br />$ 39.28 <br />$ 44.02 <br />$ 50.29 <br />$ 58.98 <br />$ 1.96 <br />$ 36.68 <br />$ 40.71 <br />$ 48.31 <br />$ 67.97 <br />$ 1,860.82 <br />$ 120.83 <br />$ 527.82 <br />$ 13.66 <br />$ 1.16 <br />$ 387.70 <br />$ 19.91 <br />$ 0.56 <br />l c% <br />T� <br />n <br />4449 <br />$ 40.40 <br />$ 40.85 <br />$ 10.68 <br />$ 29.29 <br />C�p..n <br />00 0) OV C!) <br />m�neo <br />WnrnCo <br />r <br />44444464 <br />$ 335.55 <br />$ 12.83 <br />COO. 0) can 0) <br />TNOM <br />T <br />44444444 <br />4. <br />$88§8 8888888 <br />—.0 <br />N <br />6 600.00 <br />29,900.00 <br />i 27,450.00 <br />6 2,240.00 <br />560.00 <br />6 1,350.00 <br />6 1,750.00 <br />6 4,575.00 <br />6 17,400.00 <br />22,200.00 <br />50,375.00 <br />17,150.00 <br />9,000.00 <br />2,763.00 <br />4,000.00 <br />4,920.00 <br />4,485.00 <br />800.00 <br />2,700.00 <br />2,005.00 <br />231,823.00 <br />$ 500.00 <br />$ 27,450.00 <br />$ 810.00 <br />$ 4,970.00 <br />$ 4,575.00 <br />$ 46,620.00 <br />$ 1,500.00 <br />$ 3,250.00 <br />$ 900.00 <br />$ 4,500.00 <br />$ 300.00 <br />$ 2,730.00 <br />$ 2,990.00 <br />$ 240.00 <br />$ 800.00 <br />$ 2,838.00 <br />$ 104,973.00 <br />44444M4 <br />44444444pwwwwwP .o.wwop.44444- erw, <br />-..w. <br />48808488 <br />°Nc.Si <br />0 <br />N <br />44444444444444444www <br />$ 600.00 <br />$ 100.00 <br />$ 150.00 <br />$ 40.00 <br />$ 40.00 <br />$ 50.00 <br />$ 50.00 <br />$ 25.00 <br />$ 58.00 <br />$ 60.00 <br />$ 65.00 <br />$ 70.00 <br />$ 1,500.00 <br />$ 100.00 <br />$ 500.00 <br />$ 20.00 <br />$ 15.00 <br />$ 100.00 <br />$ 500.00 <br />$ 150.00 li <br />$ 30.00 <br />$ 35.00 <br />$ 25.00 <br />$ 28.00 <br />$ 500.00 <br />�8888S8 <br />T <br />44 64 44 <br />44 49 49 49 <br />J J <br />J J J J J 4Q <br />W J J J J J J W J W J J W <br />0 J <br />4J J J J <br />J W <br />W W aaW J <br />J W W J <br />OOOOO <br />rNrNC'O <br />1.0 <br />299.0 <br />183.0 <br />56.0 <br />14.0 <br />27.0 <br />35.0 <br />183.0 <br />300.0 <br />370.0 <br />775.0 <br />245.0 <br />6.0 <br />27.6 <br />8.0 <br />246.0 <br />j 299.0 <br />8.0 <br />0 <br />8 <br />N <br />1.01 <br />183.0 <br />27.0 <br />142.0 <br />183.0 <br />1665.0 <br />3.0 <br />5.0 <br />1.0 <br />3.0 <br />1.0 <br />273.0 <br />299.0 <br />8.0 <br />8.0 <br />1419.0 <br />SANITARY SEWER <br />MOBLIZATION <br />REMOVE 21" SANITARY SEWER PIPE <br />CONNECT TO EXISTING SANITARY SEWER MH <br />JACK/AUGER 12" STEEL CASING PIPE <br />JACK/AUGER 18" STEEL CASING PIPE <br />8" PVC, SDR 35 SAN. SEW. (10' -12' DEEP) <br />8" PVC, SDR 35 SAN. SEW. (12' -14' DEEP) <br />8" PVC, SDR 35 SAN. SEW. (14' -16' DEEP) <br />8" PVC, SDR 35 SAN. SEW. (16' -18' DEEP) <br />8" PVC, SDR 35 SAN. SEW. THROUGH CASING <br />21' PVC, SDR 26 SAN. SEW. (10' -12' DEEP) <br />21' PVC, SDR 26 SAN. SEW. (12' -14' DEEP) <br />21' PVC, SDR 26 SAN. SEW. (14' -16' DEEP) <br />21" PVC, SDR 26 SAN. SEW. (16' -18' DEEP) <br />CONSTRUCT 4' DIA. MANHOLE TYPE 301(10' DEPTH <br />EXTRA DEPTH OF 4' DIA. MH <br />4" ON 21" PVC, SDR26 WYE BRANCH <br />4" PVC, SCH40 SERVICE PIPE <br />4" PVC, SCH40 SERVICE PIPE THROUGH CASING <br />4" PVC, SCH40 SERVICE CLEANOUT <br />TRENCH STABILIZATION ROCK <br />TELEVISE SANITARY SEWER MAINS <br />SUBTOTAL SANITARY SEWER <br />WATERMAIN <br />CONNECT TO EXIST. 12 "DIP WATERMAIN <br />JACK/AUGER 18" STEEL CASING <br />6 "DIP CLASS 52 WATERMAIN <br />8 "DIP CLASS 52 WATERMAIN <br />8 "DIP CLASS 52 WATERMAIN THROUGH CASING <br />12 "DIP CLASS 52 WATERMAIN <br />6' RES. SEAT GATE VALVE AND BOX <br />8" RES. SEAT GATE VALVE AND BOX <br />12" BUTTERFLY VALVE AND BOX <br />6" HYDRANT (8' -6" BURY) <br />6" HYDRANT EXTENSION - FURNISH AND INSTALL <br />1 " TYPE "K" COPPER WATER SERVICE <br />1 " TYPE "K" COPPER SERVICE THROUGH CASING <br />1" CORPORATION STOP <br />1" CURB STOP AND BOX <br />MJDIP FITTINGS <br />SUBTOTAL WATERMAIN <br />TNM V co CO f` 00 0) O T N C7 a 1000 t` 000) N <br />N N <br />T N 0,t 0000N <br />m 0) O T N <br />• <br />C+) It CO CO <br />BID TABULATION <br />