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2000-049 Council Resolution
Council Member r'_r__ introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 00-49 RESOLUTION RECEIVING BIDS TWILIGHT ACRES 1ST AND 2ND ADDITION IMPROVEMENTS. WHEREAS, pursuant to an advertisement for bids for the construction of the Twilight Acres 1st and 2nd Addition project, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Base Alternate Total Bidder Bid Bid Amount of Bid C. W. Houle, Inc. $234,468.00 $123,028.45 $357,496.45 W.B. Miller, Inc. $255,229.15 $131,401.35 $386,630.50 Forest Lake Contracting, Inc. $255,399.75 $132,608.75 $388,008.50 Barbarossa & Sons, Inc. $267,963.00 $141,008.50 $408,971.50 Redstone Construction Co., Inc. $270,018.80 $142,169.92 $412,188.72 S.R. Weidema, Inc. $270,369.40 $144,814.95 $415,184.35 Nodland Construction Co., Inc. $272,655.00 $141,126.50 $413,781.50 Richard Knutson, Inc. $275,542.93 $145,978.85 $421,521.78 Northdale Construction Co., Inc. $277,266.34 $148,862.75 $426,129.09 Volk Sewer and Water, Inc. $282,058.54 $148,674.55 $430,733.09 Ryan Contracting, Inc. $325,430.00 $176,762.25 $502,192.25 Engineer's Estimate $265,417.50 $140,063.00 $405,480.50 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. The bids for the Twilight Acres 1St and 2nd Addiiton are herby received by the City of lino Lakes. Adopted by the Lino Lakes City Council this 8th day of ,y,)2000. _.e.t Ry-Gfel Gaustad, City Clerk T emotion for adoption of the foregoing resolution was duly seconded by Council Member .JI2'2k.f and upon vote being taken thereon, the following voted in favor thereof: The following voted against same:' Whereupon said resolution was duly passed and adopted ffifli�� John J. BeYgeson,'Mayor CERTIFICATION I hereby certify that the above is a correct copy of a resolution duly passed, adopted and approved by the City Council on May 8, 2000. Ry -Chef Gaustad, City Clerk TWILIGH 1 ACRES / TWILIGHT ACRES 2ND STREET AND UTILITY IMPROVEMENTS CITY OF LINO LAKES TOLTZ, KING, DUVALL, ANDERSON LINO LAKES, MINNESOTA AND ASSOCIATES, INCORPORATED ENGINEERS -ARCHITECTS -PLANNERS COMMISSION NO. 12030-01 TABULATION OF BIDS BIDS OPENED: 5/5/00 *DENOTES ERROR IN BIDDERS CALCULATION ENGINEER'S ESTIMATE C.W. HOULE, INC W.B. MILLER INC. ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT BASE BID - TWILIGHT ACRES SANITARY SEWER 1 ADJUST MANHOLE RINGS/CASTING 2.0 EA $ 200.00 $ 400.00 $ 550.00 $ 1,100.00 $ 205.00 $ 410.00 2 8" PVC, SDR 35 SAN. SEW. (10'-12' DEEP) 203.0 LF $ 17.00 $ 3,451.00 $ 18.60 $ 3,775.80 $ 14.85 $ 3,014.55 3 8" PVC, SDR 35 SAN. SEW. (12'-14' DEEP) 1196.0 LF $ 19.00 $ 22,724.00 $ 18.60 $ 22,245.60 $ 16.10 $ 19,255.60 4 8" PVC, SDR 35 SAN. SEW. (14'-16' DEEP) 154.0 LF $ 21.00 $ 3,234.00 $ 20.60 $ 3,172.40 $ 18.75 $ 2,887.50 5 8" PVC, SDR 35 SAN. SEW. (16'-18' DEEP) 31.0 LF $ 24.00 $ 744.00 $ 23.60 $ 731.60 $ 20.00 $ 620.00 6 8" PVC, SDR 35 SAN. SEW. (18'-20' DEEP) 16.0 LF $ 28.00 $ 448.00 $ 27.60 $ 441.60 $ 21.50 $ 344.00 7 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) 10.0 EA $ 1,500.00 $ 15,000.00 $ 1,635.00 $ 16,350.00 $ 1,860.00 $ 18,600.00 8 EXTRA DEPTH OF 4' DIA. MH 38.2 LF $ 100.00 $ 3,820.00 $ 81.00 $ 3,094.20 $ 89.25 $ 3,409.35 9 4" ON 8" PVC, SDR 35 WYE BRANCH 27.0 EA $ 50.00 $ 1,350.00 $ 40.00 $ 1,080.00 $ 37.00 $ 999.00 10 4" PVC, SDR 26 SAN. SEW. SERVICE PIPE 790.0 LF $ 7.00 $ 5,530.00 $ 7.40 $ 5,846.00 $ 10.20 $ 8,058.00 11 TRENCH STABILIZATION ROCK 90.0 CY $ 25.00 $ 2,250.00 $ 0.01 $ 0.90 $ 3.35 $ 301.50 12 TELEVISE SANITARY SEWER MAINS 1610.0 LF $ 1.00 $ 1,610.00 $ 0.65 $ 1,046.50 $ 0.60 $ 966.00 SUBTOTAL - SANITARY SEWER $ 60,561.00 $ 58,884.60 $ 58,865.50 WATERMAIN 1 CONNECT TO EXISTING WATERMAIN 2.0 EA $ 600.00 $ 1,200.00 $ 775.00 $ 1,550.00 $ 3,200.00 $ 6,400.00 2 6" DIP CLASS 52 WATERMAIN 27.0 LF $ 16.00 $ 432.00 $ 15.50 $ 418.50 $ 14.90 $ 402.30 3 8" DIP CLASS 52 WATERMAIN 1630.0 LF $ 25.00 $ 40,750.00 $ 17.40 $ 28,362.00 $ 17.35 $ 28,280.50 4 6" RES. SEAT GATE VALVE AND BOX 3.0 EA $ 500.00 $ 1,500.00 $ 510.00 $ 1,530.00 $ 410.00 $ 1,230.00 5 8" RES. SEAT GATE VALVE AND BOX 3.0 EA $ 600.00 $ 1,800.00 $ 685.00 $ 2,055.00 $ 570.00 $ 1,710.00 6 6" MJ HUB HYDRANT 3.0 EA $ 1,600.00 $ 4,800.00 $ 1,310.00 $ 3,930.00 $ 1,575.00 $ 4,725.00 7 1" TYPE "K" COPPER WATER SERVICE 790.0 LF $ 12.00 $ 9,480.00 $ 8.00 $ 6,320.00 $ 10.25 $ 8,097.50 8 1" CORPORATION STOP 27.0 EA $ 75.00 $ 2,025.00 $ 35.00 $ 945.00 $ 15.50 $ 418.50 9 1" CURB STOP & BOX 27.0 EA $ 100.00 $ 2,700.00 $ 78.00 $ 2,106.00 $ 60.50 $ 1,633.50 10 DIP FITTINGS 539.0 LB $ 3.00 $ 1,617.00 $ 3.10 $ 1,670.90 * $ 3.05 $ 1,643.95 SUBTOTAL - WATERMAIN $ 66,304.00 $ 48,887.40 * $ 54,541.25 STORM SEWER 1 CONCRETE SPILLWAY 1.0 EA $ 700.00 $ 700.00 $ 775.00 $ 775.00 $ 750.00 $ 750.00 2 CLASS 3 HAND PLACED RIP RAP 4.0 CY $ 80.00 $ 320.00 $ 75.00 $ 300.00 $ 82.00 $ 328.00 3 GEOTEXTILE FABRIC 3.0 SY $ 4.00 $ 12.00 $ 6.00 $ 18.00 $ 10.25 $ 30.75 4 DITCH REGRADING 230.0 LF $ 2.00 $ 460.00 $ 2.50 $ 575.00 $ 3.10 $ 713.00 SUBTOTAL - STORM SEWER $ 1,492.00 $ 1,668.00 $ 1,821.75 BID TABULATION Page 1 ENGINEER'S ESTIMATE C.W. HOULE INC. W.B. MILLER INC. ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT STREETS & RESTORATION 1 REMOVE CONCRETE DRIVEWAY 100.0 SY $ 5.00 $ 500.00 $ 5.50 $ 550.00 $ 4.10 $ 410.00 2 REMOVE BITUMINOUS PAVEMENT 6000.0 SY $ 3.00 $ 18,000.00 $ 1.32 $ 7,920.00 $ 2.40 $ 14,400.00 3 SAWCUT BIT. PAVEMENT (FULL DEPTH) 110.0 LF $ 3.00 $ 330.00 $ 5.50 $ 605.00 $ 3.60 $ 396.00 4 SUBGRADE PREPARATION 18.2 RS $ 100.00 $ 1,820.00 $ 120.00 $ 2,184.00 $ 205.00 $ 3,731.00 6 COMMON EXCAVATION (CV) (P) 1570.0 CY $ 2.50 $ 3,925.00 $ 6.50 $ 10,205.00 $ 4.75 $ 7,457.50 7 D412 CONC. CURB & GUTTER 3600.0 LF $ 6.50 $ 23,400.00 $ 6.25 $ 22,500.00 $ 6.45 $ 23,220.00 8 VALLEY GUTTER 1.0 LF $ 6.50 $ 6.50 $ 1,250.00 $ 1,250.00 $ 1,250.00 $ 1,250.00 9 AGGREGATE BASE CLASS 5 2546.0 TN $ 9.00 $ 22,914.00 $ 7.00 $ 17,822.00 $ 7.90 $ 20,113.40 10 2350 TYPE LV 2 OR 3 NON WEAR. COURSE 705.0 TN $ 32.00 $ 22,560.00 $ 31.30 $ 22,066.50 $ 32.25 $ 22,736.25 11 2350 TYPE LV 4 WEARING COURSE 625.0 TN $ 32.00 $ 20,000.00 $ 35.30 $ 22,062.50 $ 37.00 $ 23,125.00 12 CRS-1 BITUMINOUS MATERIAL FOR TACK 290.0 GA $ 2.00 $ 580.00 $ 1.45 $ 420.50 $ 1.00 $ 290.00 13 6' CONCRETE DRIVE 120.0 SY $ 25.00 $ 3,000.00 $ 28.25 $ 3,390.00 $ 28.60 $ 3,432.00 14 TOPSOIL BORROW 370.0 CY $ 10.00 $ 3,700.00 $ 6.50 $ 2,405.00 $ 7.25 $ 2,682.50 15 SODDING 6410.0 SY $ 2.50 $ 16,025.00 $ 1.75 $ 11,217.50 $ 2.55 $ 16,345.50 16 SILT FENCE 50.0 LF $ 2.00 $ 100.00 $ 4.00 $ 200.00 $ 5.15 $ 257.50 17 WASHED ROCK FOR ROCK ENTRANCE 10.0 CY $ 20.00 $ 200.00 $ 23.00 $ 230.00 $ 15.40 $ 154.00 SUBTOTAL - STREETS AND RESTORATION $ 137,060.50 $ 125,028.00 $ 140,000.65 TOTAL BID $ 265,417.50 $ 234,468.00 ' $ 255,229.15 * ALTERNATE BID - TWILIGHT ACRES 2ND SANITARY SEWER 1 8" PVC, SDR 35 SAN. SEW. (10'-12' DEEP) 745.0 LF $ 17.00 $ 12,665.00 $ 17.10 $ 12,739.50 $ 15.40 $ 11,473.00 2 8' PVC, SDR 35 SAN. SEW. (12'-14' DEEP) 75.0 LF $ 19.00 $ 1,425.00 $ 17.10 $ 1,282.50 $ 16.65 $ 1,248.75 3 8' PVC, SDR 35 SAN. SEW. (14'-16' DEEP) 94.0 LF $ 21.00 $ 1,974.00 $ 19.10 $ 1,795.40 $ 19.25 $ 1,809.50 4 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) 5.0 EA $ 1,500.00 $ 7,500.00 $ 1,635.00 $ 8,175.00 $ 1,860.00 $ 9,300.00 5 EXTRA DEPTH OF 4' DIA. MH 10.3 LF $ 100.00 $ 1,030.00 $ 81.00 $ 834.30 $ 89.00 $ 916.70 6 4" ON 8' PVC, SDR 35 WYE BRANCH 6.0 EA $ 50.00 $ 300.00 $ 40.00 $ 240.00 $ 37.00 $ 222.00 7 4" PVC, SDR 26 SAN. SEW. SERVICE PIPE 140.0 LF $ 7.00 $ 980.00 $ 7.40 $ 1,036.00 $ 11.25 $ 1,575.00 8 TRENCH STABILIZATION ROCK 100.0 CY $ 25.00 $ 2,500.00 $ 0.01 $ 1.00 $ 3.35 $ 335.00 9 TELEVISE SANITARY SEWER MAINS 920.0 LF $ 1.00 $ 920.00 $ 0.65 $ 598.00 $ 0.60 $ 552.00 SUBTOTAL - SANITARY SEWER $ 29,294.00 $ 26,701.70 $ 27,431.95 WATERMAIN 1 CONNECT TO EXISTING WATERMAIN 1.0 EA $ 600.00 $ 600.00 $ 775.00 $ 775.00 $ 360.00 $ 360.00 2 6" DIP CLASS 52 WATERMAIN 10.0 LF $ 16.00 $ 160.00 $ 15.50 $ 155.00 $ 13.95 $ 139.50 3 8" DIP CLASS 52 WATERMAIN 920.0 LF $ 25.00 $ 23,000.00 $ 17.40 $ 16,008.00 $ 16.30 $ 14,996.00 4 6' RES. SEAT GATE VALVE AND BOX 2.0 EA $ 500.00 $ 1,000.00 $ 510.00 $ 1,020.00 $ 410.00 $ 820.00 5 8" RES. SEAT GATE VALVE AND BOX 1.0 EA $ 600.00 $ 600.00 $ 685.00 $ 685.00 $ 570.00 $ 570.00 6 6" MJ HUB HYDRANT 2.0 EA $ 1,600.00 $ 3,200.00 $ 1,310.00 $ 2,620.00 $ 1,575.00 $ 3,150.00 7 1" TYPE "K' COPPER WATER SERVICE 140.0 LF $ 12.00 $ 1,680.00 $ 8.00 $ 1,120.00 $ 11.85 $ 1,659.00 8 1" CORPORATION STOP 6.0 EA $ 75.00 $ 450.00 $ 35.00 $ 210.00 $ 15.40 $ 92.40 9 1" CURB STOP & BOX 6.0 EA $ 100.00 $ 600.00 $ 78.00 $ 468.00 $ 60.50 $ 363.00 10 DIP FITTINGS 360.0 LB $ 3.00 $ 1,080.00 $ 3.10 $ 1,116.00 $ 3.05 $ 1,098.00 SUBTOTAL - WATERMAIN $ 32,370.00 $ 24,177.00 $ 23,247.90 BID TABULATION Page 2 -_, ENUINEER'S ESTIMATE C.W. HOULE INC. W.B. MILLER INC. ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT STORM SEWER 1 REMOVE 24" CMP STORM PIPE 60.0 LF $ 7.00 $ 420.00 $ 11.00 $ 660.00 $ 2.05 $ 123.00 2 REMOVE SIDE INLET CATCH BASIN 2.0 EA $ 200.00 $ 400.00 $ 250.00 $ 500.00 $ 51.25 $ 102.50 3 15' RCP, CL.5 STORM SEWER PIPE 51.0 LF $ 25.00 $ 1,275.00 $ 26.00 $ 1,326.00 $ 21.50 $ 1,096.50 4 15" RC FLARED END W/TRASH GUARD 1.0 EA $ 600.00 $ 600.00 $ 850.00 $ 850.00 $ 810.00 $ 810.00 5 CURB OPENING CATCH BASIN 1.0 EA $ 1,200.00 $ 1,200.00 $ 1,000.00 $ 1,000.00 $ 1,640.00 $ 1,640.00 6 CONCRETE SPILLWAY 1.0 EA $ 700.00 $ 700.00 $ 775.00 $ 775.00 $ 750.00 $ 750.00 7 CLASS 3 HAND PLACED RIP RAP 9.0 CY $ 80.00 $ 720.00 $ 80.00 $ 720.00 $ 71.75 $ 645.75 8 GEOTEXTILE FABRIC 6.0 SY $ 4.00 $ 24.00 $ 6.00 $ 36.00 $ 10.25 $ 61.50 SUBTOTAL - STORM SEWER $ 5,339.00 $ 5,867.00 $ 5,229.25 STREETS & RESTORATION 1 REMOVE BITUMINOUS PAVEMENT 3700.0 SY $ 3.00 $ 11,100.00 $ 1.10 $ 4,070.00 $ 2.40 $ 8,880.00 2 SAWCUT BIT. PAVEMENT (FULL DEPTH) 30.0 LF $ 3.00 $ 90.00 $ 6.50 $ 195.00 $ 3.60 $ 108.00 3 SUBGRADE PREPARATION 9.7 RS $ 100.00 $ 970.00 $ 120.00 $ 1,164.00 $ 310.00 $ 3,007.00 4 COMMON EXCAVATION (CV) (P) 1330.0 CY $ 2.50 $ 3,325.00 $ 6.40 $ 8,512.00 $ 4.75 $ 6,317.50 5 D412 CONC. CURB & GUTTER 1940.0 LF $ 6.50 $ 12,610.00 $ 6.25 $ 12,125.00 $ 6.45 $ 12,513.00 6 AGGREGATE BASE CLASS 5 1250.0 TN $ 9.00 $ 11,250.00 $ 7.00 $ 8,750.00 $ 7.90 $ 9,875.00 7 2350 TYPE LV 2 OR 3 NON WEAR. COURSE 375.0 TN $ 32.00 $ 12,000.00 $ 31.30 $ 11,737.50 $ 32.25 $ 12,093.75 8 2350 TYPE LV 4 WEARING COURSE 315.0 TN $ 32.00 $ 10,080.00 $ 35.30 $ 11,119.50 $ 37.00 $ 11,655.00 9 CRS-1 BITUMINOUS MATERIAL FOR TACK 155.0 GA $ 2.00 $ 310.00 $ 1.45 $ 224.75 $ 1.00 $ 155.00 10 TOPSOIL BORROW 210.0 CY $ 10.00 $ 2,100.00 $ 6.50 $ 1,365.00 $ 7.25 $ 1,522.50 11 SODDING 3450.0 SY $ 2.50 $ 8,625.00 $ 1.80 $ 6,210.00 $ 2.55 $ 8,797.50 12 SILT FENCE 100.0 LF $ 2.00 $ 200.00 $ 3.50 $ 350.00 $ 2.60 $ 260.00 13 WASHED ROCK FOR ROCK ENTRANCE 20.0 CY $ 20.00 $ 400.00 $ 23.00 $ 460.00 $ 15.40 $ 308.00 SUBTOTAL - STREETS AND RESTORATION $ 73,060.00 $ 66,282.75 $ 75,492.25 TOTAL ALTERNATE BID $ 140,063.00 $ 123,028.45 $ 131,401.35 GRAND TOTAL BID $ 405,480.50 $ 357,496.45 $ 386,630.50 * BID TABULATION Page 3 TWILIGH i HCRES / TWILIGHT ACRES 2ND STREET AND UTILITY IMPROVEMENTS CITY OF LINO LAKES TOLTZ, KING, DUVALL, ANDERSON LINO LAKES, MINNESOTA AND ASSOCIATES, INCORPORATED ENGINEERS -ARCHITECTS -PLANNERS COMMISSION NO. 12030-01 TABULATION OF BIDS BIDS OPENED: 5/5/00 *DENOTES ERROR IN BIDDERS CALCULATION FOREST LAKE CONTRACTING BARBAROSSA & SONS REDSTONE CONST. CO. ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT BASE BID - TWILIGHT ACRES = 1 SANITARY SEWER ADJUST MANHOLE RINGS/CASTING 2.0 EA $ 350.00 $ 700.00 $ 180.00 $ 360.00 $ 322.52 $ 645.04 2 8" PVC, SDR 35 SAN. SEW. (10'-12' DEEP) 203.0 LF $ 16.00 $ 3,248.00 $ 31.00 $ 6,293.00 $ 22.40 $ 4,547.20 3 8" PVC, SDR 35 SAN. SEW. (12'-14' DEEP) 1196.0 LF $ 18.00 $ 21,528.00 $ 31.00 $ 37,076.00 $ 22.40 $ 26,790.40 4 8" PVC, SDR 35 SAN. SEW. (14'-16' DEEP) 154.0 LF $ 21.00 $ 3,234.00 $ 31.00 $ 4,774.00 $ 22.40 $ 3,449.60 5 8" PVC, SDR 35 SAN. SEW. (16-18' DEEP) 31.0 LF $ 30.00 $ 930.00 $ 31.00 $ 961.00 $ 22.40 $ 694.40 6 8" PVC, SDR 35 SAN. SEW. (18'-20' DEEP) 16.0 LF $ 40.00 $ 640.00 $ 31.00 $ 496.00 $ 22.40 $ 358.40 7 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) 10.0 EA $ 1,700.00 $ 17,000.00 $ 1,600.00 $ 16,000.00 $ 1,803.51 $ 18,035.10 8 EXTRA DEPTH OF 4' DIA. MH 38.2 LF $ 100.00 $ 3,820.00 * $ 90.00 $ 3,438.00 $ 81.72 $ 3,121.70 9 4" ON 8" PVC, SDR 35 WYE BRANCH 27.0 EA $ 50.00 $ 1,350.00 $ 50.00 $ 1,350.00 $ 67.20 $ 1,814.40 10 4° PVC, SDR 26 SAN. SEW. SERVICE PIPE 790.0 LF $ 14.00 $ 11,060.00 $ 12.00 $ 9,480.00 $ 10.49 $ 8,287.10 11 TRENCH STABILIZATION ROCK 90.0 CY $ 5.50 $ 495.00 $ 2.50 $ 225.00 $ 3.48 $ 313.20 12 TELEVISE SANITARY SEWER MAINS 1610.0 LF $ 0.60 $ 966.00 $ 0.55 $ 885.50 $ 0.52 $ 837.20 SUBTOTAL - SANITARY SEWER $ 64,971.00 * $ 81,338.50 $ 68,893.74 WATERMAIN 1 CONNECT TO EXISTING WATERMAIN 2.0 EA $ 200.00 $ 400.00 $ 1,100.00 $ 2,200.00 $ 8,305.13 $ 16,610.26 2 6" DIP CLASS 52 WATERMAIN 27.0 LF $ 22.00 $ 594.00 $ 18.00 $ 486.00 $ 16.29 $ 439.83 3 8" DIP CLASS 52 WATERMAIN 1630.0 LF $ 18.00 $ 29,340.00 $ 19.00 $ 30,970.00 $ 17.38 $ 28,329.40 4 6" RES. SEAT GATE VALVE AND BOX 3.0 EA $ 500.00 $ 1,500.00 $ 500.00 $ 1,500.00 $ 498.05 $ 1,494.15 5 8" RES. SEAT GATE VALVE AND BOX 3.0 EA $ 700.00 $ 2,100.00 $ 600.00 $ 1,800.00 $ 705.76 $ 2,117.28 6 6' MJ HUB HYDRANT 3.0 EA $ 1,700.00 $ 5,100.00 $ 1,400.00 $ 4,200.00 $ 1,854.35 $ 5,563.05 7 1" TYPE "K' COPPER WATER SERVICE 790.0 LF $ 14.00 $ 11,060.00 $ 12.00 $ 9,480.00 $ 11.02 $ 8,705.80 8 1' CORPORATION STOP 27.0 EA $ 50.00 $ 1,350.00 $ 20.00 $ 540.00 $ 40.59 $ 1,095.93 9 1" CURB STOP & BOX 27.0 EA $ 100.00 $ 2,700.00 $ 70.00 $ 1,890.00 $ 82.87 $ 2,237.49 10 DIP FITTINGS 539.0 LB $ 2.50 $ 1,347.50 $ 2.00 $ 1,078.00 * $ 3.34 $ 1,800.26 SUBTOTAL - WATERMAIN $ 55,491.50 $ 54,144.00 * $ 68,393.45 STORM SEWER 1 CONCRETE SPILLWAY 1.0 EA $ 325.00 $ 325.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 2 CLASS 3 HAND PLACED RIP RAP 4.0 CY $ 90.00 $ 360.00 $ 40.00 $ 160.00 $ 62.19 $ 248.76 3 GEOTEXTILE FABRIC 3.0 SY $ 2.00 $ 6.00 $ 2.00 $ 6.00 $ 2.00 $ 6.00 4 DITCH REGRADING 230.0 LF $ 6.00 $ 1,380.00 $ 2.60 $ 598.00 $ 3.00 $ 690.00 STORM SEWER $ 2,071.00 $ 1,014.00 $ 1,194.76. -SUBTOTAL- ■ _ BID TABULATION Page 4 FORES i LAKE CONTRACTING BARBAROSSA & SONS INC. REDSTONE CONST. CO. ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT STREETS & RESTORATION 1 REMOVE CONCRETE DRIVEWAY 100.0 SY $ 2.00 $ 200.00 $ 5.00 $ 500.00 $ 3.75 $ 375.00 2 REMOVE BITUMINOUS PAVEMENT 6000.0 SY $ 0.75 $ 4,500.00 $ 1.15 $ 6,900.00 $ 1.75 $ 10,500.00 3 SAWCUT BIT. PAVEMENT (FULL DEPTH) 110.0 LF $ 2.00 $ 220.00 $ 2.00 $ 220.00 $ 2.00 $ 220.00 4 SUBGRADE PREPARATION 18.2 RS $ 120.00 $ 2,184.00 $ 170.00 $ 3,094.00 $ 250.00 $ 4,550.00 6 COMMON EXCAVATION (CV) (P) 1570.0 CY $ 7.00 $ 10,990.00 $ 6.50 $ 10,205.00 $ 6.25 $ 9,812.50 7 D412 CONC. CURB & GUTTER 3600.0 LF $ 6.25 $ 22,500.00 $ 5.75 $ 20,700.00 $ 5.75 $ 20,700.00 8 VALLEY GUTTER 1.0 LF $ 2,000.00 $ 2,000.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 9 AGGREGATE BASE CLASS 5 2546.0 TN $ 7.00 $ 17,822.00 $ 9.00 $ 22,914.00 $ 7.90 $ 20,113.40 10 2350 TYPE LV 2 OR 3 NON WEAR. COURSE 705.0 TN $ 32.25 $ 22,736.25 $ 31.00 $ 21,855.00 $ 32.25 $ 22,736.25 11 2350 TYPE LV 4 WEARING COURSE 625.0 TN $ 37.00 $ 23,125.00 $ 38.50 $ 24,062.50 $ 37.00 $ 23,125.00 12 CRS-1 BITUMINOUS MATERIAL FOR TACK 290.0 GA $ 1.00 $ 290.00 $ 1.40 $ 406.00 $ 1.00 $ 290.00 13 6" CONCRETE DRIVE 120.0 SY $ 35.00 $ 4,200.00 $ 29.00 $ 3,480.00 $ 29.00 $ 3,480.00 14 TOPSOIL BORROW 370.0 CY $ 8.00 $ 2,960.00 $ 8.00 $ 2,960.00 $ 7.25 $ 2,682.50 15 SODDING 6410.0 SY $ 2.90 $ 18,589.00 $ 2.00 $ 12,820.00 $ 1.80 $ 11,538.00 16 SILT FENCE 50.0 LF $ 3.00 $ 150.00 $ 4.00 $ 200.00 $ 4.00 $ 200.00 17 WASHED ROCK FOR ROCK ENTRANCE 10.0 CY $ 40.00 $ 400.00 $ 15.00 $ 150.00 $ 21.42 $ 214.20 SUBTOTAL - STREETS AND RESTORATION $ 132,866.25 $ 131,466.50 $ 131,536.85 TOTAL BID $ 255,399.75 * $ 267,963.00 $ 270,018.80 ALTERNATE BID - TWILIGHT ACRES 2ND SANITARY SEWER 1 8" PVC, SDR 35 SAN. SEW. (10'-12' DEEP) 745.0 LF $ 19.00 $ 14,155.00 $ 31.00 $ 23,095.00 $ 23.97 $ 17,857.65 2 8° PVC, SDR 35 SAN. SEW. (12'-14' DEEP) 75.0 LF $ 21.00 $ 1,575.00 $ 31.00 $ 2,325.00 $ 23.97 $ 1,797.75 3 8" PVC, SDR 35 SAN. SEW. (14'-16' DEEP) 94.0 LF $ 23.00 $ 2,162.00 $ 31.00 $ 2,914.00 $ 23.97 $ 2,253.18 4 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) 5.0 EA $ 1,700.00 $ 8,500.00 $ 1,600.00 $ 8,000.00 $ 1,798.42 $ 8,992.10 5 EXTRA DEPTH OF 4' DIA. MH 10.3 LF $ 100.00 $ 1,030.00 $ 90.00 $ 927.00 $ 81.72 $ 841.72 6 4" ON 8" PVC, SDR 35 WYE BRANCH 6.0 EA $ 50.00 $ 300.00 $ 50.00 $ 300.00 $ 67.20 $ 403.20 7 4" PVC, SDR 26 SAN. SEW. SERVICE PIPE 140.0 LF $ 14.00 $ 1,960.00 $ 12.00 $ 1,680.00 $ 14.62 $ 2,046.80 8 TRENCH STABILIZATION ROCK 100.0 CY $ 5.50 $ 550.00 $ 2.50 $ 250.00 $ 3.48 $ 348.00 9 TELEVISE SANITARY SEWER MAINS 920.0 LF $ 0.60 $ 552.00 $ 0.55 $ 506.00 $ 0.52 $ 478.40 SUBTOTAL - SANITARY SEWER $ 30,784.00 $ 39,997.00 $ 35,018.80 WATERMAIN 1 CONNECT TO EXISTING WATERMAIN 1.0 EA $ 200.00 $ 200.00 $ 1,100.00 $ 1,100.00 $ 5,832.01 $ 5,832.01 2 6" DIP CLASS 52 WATERMAIN 10.0 LF $ 22.00 $ 220.00 $ 18.00 $ 180.00 $ 21.82 $ 218.20 3 8" DIP CLASS 52 WATERMAIN 920.0 LF $ 18.00 $ 16,560.00 $ 19.00 $ 17,480.00 $ 17.38 $ 15,989.60 4 6" RES. SEAT GATE VALVE AND BOX 2.0 EA $ 500.00 $ 1,000.00 $ 500.00 $ 1,000.00 $ 498.05 $ 996.10 5 8" RES. SEAT GATE VALVE AND BOX 1.0 EA $ 700.00 $ 700.00 $ 600.00 $ 600.00 $ 705.76 $ 705.76 6 6" MJ HUB HYDRANT 2.0 EA $ 1,700.00 $ 3,400.00 $ 1,400.00 $ 2,800.00 $ 1,845.58 $ 3,691.16 7 1" TYPE "K" COPPER WATER SERVICE 140.0 LF $ 14.00 $ 1,960.00 $ 12.00 $ 1,680.00 $ 15.15 $ 2,121.00 8 1" CORPORATION STOP 6.0 EA $ 50.00 $ 300.00 $ 20.00 $ 120.00 $ 40.59 $ 243.54 9 1" CURB STOP & BOX 6.0 EA $ 100.00 $ 600.00 $ 70.00 $ 420.00 $ 82.87 $ 497.22 10 DIP FITTINGS 360.0 LB $ 2.50 $ 900.00 $ 2.00 $ 720.00 $ 3.57 $ 1,285.20 SUBTOTAL - WATERMAIN $ 25,840.00 $ 26,100.00 $ 31,579.79 BID TABULATION Page 5 FORES 1 LAKE CONTRACTING BARBAROSSA & SONS REDSTONE CONST. CO. ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT STORM SEWER 1 REMOVE 24" CMP STORM PIPE 60.0 LF $ 7.00 $ 420.00 $ 5.00 $ 300.00 $ 4.88 $ 292.80 2 REMOVE SIDE INLET CATCH BASIN 2.0 EA $ 300.00 $ 600.00 $ 250.00 $ 500.00 $ 125.00 $ 250.00 3 15" RCP, CL.5 STORM SEWER PIPE 51.0 LF $ 30.00 $ 1,530.00 $ 20.00 $ 1,020.00 $ 23.12 $ 1,179.12 4 15" RC FLARED END W/TRASH GUARD 1.0 EA $ 800.00 $ 800.00 $ 500.00 $ 500.00 $ 571.44 $ 571.44 5 CURB OPENING CATCH BASIN 1.0 EA $ 1,600.00 $ 1,600.00 $ 1,700.00 $ 1,700.00 $ 1,689.11 $ 1,689.11 6 CONCRETE SPILLWAY 1.0 EA $ 325.00 $ 325.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 7 CLASS 3 HAND PLACED RIP RAP 9.0 CY $ 90.00 $ 810.00 $ 40.00 $ 360.00 $ 62.19 $ 559.71 8 GEOTEXTILE FABRIC 6.0 SY $ 2.00 $ 12.00 $ 3.00 $ 18.00 $ 2.00 $ 12.00 SUBTOTAL - STORM SEWER $ 6,097.00 $ 4,648.00 $ 4,804.18 STREETS & RESTORATION 1 REMOVE BITUMINOUS PAVEMENT 3700.0 SY $ 0.75 $ 2,775.00 $ 1.15 $ 4,255.00 $ 1.75 $ 6,475.00 2 SAWCUT BIT. PAVEMENT (FULL DEPTH) 30.0 LF $ 2.00 $ 60.00 $ 2.00 $ 60.00 $ 2.00 $ 60.00 3 SUBGRADE PREPARATION 9.7 RS $ 120.00 $ 1,164.00 $ 170.00 $ 1,649.00 $ 250.00 $ 2,425.00 4 COMMON EXCAVATION (CV) (P) 1330.0 CY $ 6.00 $ 7,980.00 $ 6.50 $ 8,645.00 $ 6.25 $ 8,312.50 5 D412 CONC. CURB & GUTTER 1940.0 LF $ 6.25 $ 12,125.00 $ 5.75 $ 11,155.00 $ 5.75 $ 11,155.00 6 AGGREGATE BASE CLASS 5 1250.0 TN $ 7.00 $ 8,750.00 $ 9.00 $ 11,250.00 $ 7.90 $ 9,875.00 7 2350 TYPE LV 2 OR 3 NON WEAR. COURSE 375.0 TN $ 32.25 $ 12,093.75 $ 31.00 $ 11,625.00 $ 32.25 $ 12,093.75 8 2350 TYPE LV 4 WEARING COURSE 315.0 TN $ 37.00 $ 11,655.00 $ 38.50 $ 12,127.50 $ 37.00 $ 11,655.00 9 CRS-1 BITUMINOUS MATERIAL FOR TACK 155.0 GA $ 1.00 $ 155.00 $ 1.40 $ 217.00 $ 1.00 $ 155.00 10 TOPSOIL BORROW 210.0 CY $ 8.00 $ 1,680.00 $ 8.00 $ 1,680.00 $ 7.25 $ 1,522.50 11 SODDING 3450.0 SY $ 3.00 $ 10,350.00 $ 2.00 $ 6,900.00 $ 1.80 $ 6,210.00 12 SILT FENCE 100.0 LF $ 3.00 $ 300.00 $ 4.00 $ 400.00 $ 4.00 $ 400.00 13 WASHED ROCK FOR ROCK ENTRANCE 20.0 CY $ 40.00 $ 800.00 $ 15.00 $ 300.00 $ 21.42 $ 428.40 SUBTOTAL - STREETS AND RESTORATION $ 69,887.75 $ 70,263.50 $ 70,767.15 TOTAL ALTERNATE BID $ 132,608.75 $ 141,008.50 $ 142,169.92 GRAND TOTAL BID $ 388,008.50 $ 408,971.50 $ 412,188.72 BID TABULATION Page 6 TWILIGH 1 ACRES / TWILIGHT ACRES 2ND STREET AND UTILITY IMPROVEMENTS CITY OF LINO LAKES TOLTZ, KING, DUVALL, ANDERSON LINO LAKES, MINNESOTA AND ASSOCIATES, INCORPORATED ENGINEERS -ARCHITECTS -PLANNERS COMMISSION NO. 12030-01 TABULATION OF BIDS BIDS OPENED: 5/5/00 'DENOTES ERROR IN BIDDERS CALCULATION S.R. WEIDEMA INC. NODLAND CONSTRUCTION CO. RICHARD KNUTSON INC. ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT BASE BID - TWILIGHT ACRES SANITARY SEWER 1 ADJUST MANHOLE RINGS/CASTING 2.0 EA $ 200.00 $ 400.00 $ 250.00 $ 500.00 $ 250.00 $ 500.00 2 8' PVC, SDR 35 SAN. SEW. (10'-12' DEEP) 203.0 LF $ 27.50 $ 5,582.50 $ 25.00 $ 5,075.00 $ 26.15 $ 5,308.45 3 8" PVC, SDR 35 SAN. SEW. (12'-14' DEEP) 1196.0 LF $ 29.10 $ 34,803.60 $ 26.00 $ 31,096.00 $ 28.15 $ 33,667.40 4 8" PVC, SDR 35 SAN. SEW. (14'-16' DEEP) 154.0 LF $ 31.15 $ 4,797.10 $ 27.00 $ 4,158.00 $ 29.15 $ 4,489.10 5 8" PVC, SDR 35 SAN. SEW. (16-18' DEEP) 31.0 LF $ 34.05 $ 1,055.55 $ 28.00 $ 868.00 $ 31.15 $ 965.65 6 8" PVC, SDR 35 SAN. SEW. (18'-20' DEEP) 16.0 LF $ 38.35 $ 613.60 $ 29.00 $ 464.00 $ 36.15 $ 578.40 7 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0- 10' DEPTH) 10.0 EA $ 1,660.00 $ 16,600.00 $ 2,500.00 $ 25,000.00 $ 2,150.00 $ 21,500.00 8 EXTRA DEPTH OF 4' DIA. MH 38.2 LF $ 85.00 $ 3,247.00 ' $ 100.00 $ 3,820.00 $ 85.00 $ 3,247.00 9 4" ON 8" PVC, SDR 35 WYE BRANCH 27.0 EA $ 25.00 $ 675.00 $ 150.00 $ 4,050.00 $ 22.00 $ 594.00 10 4' PVC, SDR 26 SAN. SEW. SERVICE PIPE 790.0 LF $ 10.25 $ 8,097.50 $ 10.00 $ 7,900.00 $ 8.60 $ 6,794.00 11 TRENCH STABILIZATION ROCK 90.0 CY $ 0.01 $ 0.90 $ 0.10 $ 9.00 $ 5.00 $ 450.00 12 TELEVISE SANITARY SEWER MAINS 1610.0 LF $ 0.55 $ 885.50 $ 0.80 $ 1,288.00 $ 0.55 $ 885.50 SUBTOTAL - SANITARY SEWER $ 76,758.25 ' $ 84,228.00 $ 78,979.50 WATERMAIN 1 CONNECT TO EXISTING WATERMAIN 2.0 EA $ 205.00 $ 410.00 $ 1,500.00 $ 3,000.00 $ 375.00 $ 750.00 2 6" DIP CLASS 52 WATERMAIN 27.0 LF $ 19.75 $ 533.25 $ 20.00 $ 540.00 $ 22.30 $ 602.10 3 8" DIP CLASS 52 WATERMAIN 1630.0 LF $ 19.40 $ 31,622.00 $ 21.00 $ 34,230.00 $ 17.45 $ 28,443.50 4 6" RES. SEAT GATE VALVE AND BOX 3.0 EA $ 445.00 $ 1,335.00 $ 500.00 $ 1,500.00 $ 440.00 $ 1,320.00 5 8" RES. SEAT GATE VALVE AND BOX 3.0 EA $ 615.00 $ 1,845.00 $ 625.00 $ 1,875.00 $ 600.00 $ 1,800.00 6 6" MJ HUB HYDRANT 3.0 EA $ 1,700.00 $ 5,100.00 $ 1,750.00 $ 5,250.00 $ 1,470.00 $ 4,410.00 7 1" TYPE 'K" COPPER WATER SERVICE 790.0 LF $ 10.70 $ 8,453.00 $ 9.00 $ 7,110.00 $ 9.15 $ 7,228.50 8 1" CORPORATION STOP 27.0 EA $ 20.00 $ 540.00 $ 50.00 $ 1,350.00 $ 20.60 $ 556.20 9 1" CURB STOP & BOX 27.0 EA $ 60.00 $ 1,620.00 $ 100.00 $ 2,700.00 $ 63.00 $ 1,701.00 10 DIP FITTINGS 539.0 LB $ 2.25 $ 1,212.75 $ 2.00 $ 1,078.00 ' $ 4.00 $ 2,156.00 SUBTOTAL - WATERMAIN $ 52,671.00 $ 58,633.00 * $ 48,967.30 STORM SEWER 1 CONCRETE SPILLWAY 1.0 EA $ 475.00 $ 475.00 $ 350.00 $ 350.00 $ 365.00 $ 365.00 2 CLASS 3 HAND PLACED RIP RAP 4.0 CY $ 75.00 $ 300.00 $ 50.00 $ 200.00 $ 60.00 $ 240.00 3 GEOTEXTILE FABRIC 3.0 SY $ 8.00 $ 24.00 $ 25.00 $ 75.00 $ 10.00 $ 30.00 4 DITCH REGRADING 230.0 LF $ 2.45 $ 563.50 $ 5.00 $ 1,150.00 $ 5.00 $ 1,150.00 SUBTOTAL - STORM SEWER $ 1,362.50 $ 1,775.00' $ 1,785.00 BID TABULATION Page 7 SA -I. WEIDEMA INC. NODLAND CONSTRUCTION CO. RICHARD KNUTSON INC. ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT STREETS & RESTORATION 1 REMOVE CONCRETE DRIVEWAY 100.0 SY $ 11.15 $ 1,115.00 $ 3.00 $ 300.00 $ 2.00 $ 200.00 2 REMOVE BITUMINOUS PAVEMENT 6000.0 SY $ 0.63 $ 3,780.00 $ 1.00 $ 6,000.00 $ 1.50 $ 9,000.00 3 SAWCUT BIT. PAVEMENT (FULL DEPTH) 110.0 LF $ 3.15 $ 346.50 $ 3.00 $ 330.00 $ 4.00 $ 440.00 4 SUBGRADE PREPARATION 18.2 RS $ 220.00 $ 4,004.00 $ 175.00 $ 3,185.00 $ 150.00 $ 2,730.00 6 COMMON EXCAVATION (CV) (P) 1570.0 CY $ 6.70 $ 10,519.00 $ 4.00 $ 6,280.00 $ 6.00 $ 9,420.00 7 D412 CONC. CURB & GUTTER 3600.0 LF $ 6.72 $ 24,192.00 $ 6.50 $ 23,400.00 $ 5.90 $ 21,240.00 8 VALLEY GUTTER 1.0 LF $ 1,575.00 $ 1,575.00 $ 1,000.00 $ 1,000.00 $ 1,300.00 $ 1,300.00 9 AGGREGATE BASE CLASS 5 2546.0 TN $ 10.15 $ 25,841.90 $ 8.50 $ 21,641.00 $ 10.88 $ 27,700.48 10 2350 TYPE LV 2 OR 3 NON WEAR. COURSE 705.0 TN $ 32.55 $ 22,947.75 $ 34.00 $ 23,970.00 $ 33.19 $ 23,398.95 11 2350 TYPE LV 4 WEARING COURSE 625.0 TN $ 40.40 $ 25,250.00 $ 40.00 $ 25,000.00 $ 41.16 $ 25,725.00 12 CRS -1 BITUMINOUS MATERIAL FOR TACK 290.0 GA $ 1.40 $ 406.00 $ 1.00 $ 290.00 $ 1.28 $ 371.20 13 6" CONCRETE DRIVE 120.0 SY $ 33.60 $ 4,032.00 $ 30.00 $ 3,600.00 $ 32.50 $ 3,900.00 14 TOPSOIL BORROW 370.0 CY $ 7.60 $ 2,812.00 $ 3.00 $ 1,110.00 $ 9.50 $ 3,515.00 15 SODDING 6410.0 SY $ 1.90 $ 12,179.00 $ 1.80 $ 11,538.00 $ 2.55 $ 16,345.50 16 SILT FENCE 50.0 LF $ 5.25 $ 262.50 $ 1.50 $ 75.00 $ 4.50 $ 225.00 17 WASHED ROCK FOR ROCK ENTRANCE 10.0 CY $ 31.50 $ 315.00 $ 30.00 $ 300.00 $ 30.00 $ 300.00 SUBTOTAL - STREETS AND RESTORATION $ 139,577.65 $ 128,019.00 $ 145,811.13 TOTAL BID $ 270,369.40 * $ 272,655.00 $ 275,542.93 ALTERNATE BID - TWILIGHT ACRES 2ND SANITARY SEWER 1 8" PVC, SDR 35 SAN. SEW. (10'-12' DEEP) 745.0 LF $ 30.85 $ 22,983.25 $ 25.00 $ 18,625.00 $ 26.15 $ 19,481.75 2 8" PVC, SDR 35 SAN. SEW. (12'-14' DEEP) 75.0 LF $ 32.40 $ 2,430.00 $ 26.00 $ 1,950.00 $ 27.15 $ 2,036.25 3 8" PVC, SDR 35 SAN. SEW. (14'-16' DEEP) 94.0 LF $ 34.50 $ 3,243.00 $ 27.00 $ 2,538.00 $ 28.15 $ 2,646.10 4 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) 5.0 EA $ 1,660.00 $ 8,300.00 $ 2,500.00 $ 12,500.00 $ 2,350.00 $ 11,750.00 5 EXTRA DEPTH OF 4' DIA. MH 10.3 LF $ 85.00 $ 875.50 $ 100.00 $ 1,030.00 $ 85.00 $ 875.50 6 4" ON 8" PVC, SDR 35 WYE BRANCH 6.0 EA $ 25.00 $ 150.00 $ 150.00 $ 900.00 $ 22.00 $ 132.00 7 4" PVC, SDR 26 SAN. SEW. SERVICE PIPE 140.0 LF $ 11.75 $ 1,645.00 $ 10.00 $ 1,400.00 $ 8.60 $ 1,204.00 8 TRENCH STABILIZATION ROCK 100.0 CY $ 0.01 $ 1.00 $ 0.10 $ 10.00 $ 5.00 $ 500.00 9 TELEVISE SANITARY SEWER MAINS 920.0 LF $ 0.55 $ 506.00 $ 0.80 $ 736.00 $ 0.55 $ 506.00 SUBTOTAL - SANITARY SEWER $ 40,133.75 $ 39,689.00 $ 39,131.60 WATERMAIN 1 CONNECT TO EXISTING WATERMAIN 1.0 EA $ 205.00 $ 205.00 $ 1,500.00 $ 1,500.00 $ 375.00 $ 375.00 2 6" DIP CLASS 52 WATERMAIN 10.0 LF $ 19.80 $ 198.00 $ 20.00 $ 200.00 $ 22.30 $ 223.00 3 8" DIP CLASS 52 WATERMAIN 920.0 LF $ 19.40 $ 17,848.00 $ 21.00 $ 19,320.00 $ 17.45 $ 16,054.00 4 6" RES. SEAT GATE VALVE AND BOX 2.0 EA $ 445.00 $ 890.00 $ 500.00 $ 1,000.00 $ 440.00 $ 880.00 5 8" RES. SEAT GATE VALVE AND BOX 1.0 EA $ 615.00 $ 615.00 $ 625.00 $ 625.00 $ 600.00 $ 600.00 6 6" MJ HUB HYDRANT 2.0 EA $ 1,700.00 $ 3,400.00 $ 1,750.00 $ 3,500.00 $ 1,470.00 $ 2,940.00 7 1" TYPE "K" COPPER WATER SERVICE 140.0 LF $ 12.25 $ 1,715.00 $ 9.00 $ 1,260.00 $ 9.15 $ 1,281.00 8 1" CORPORATION STOP 6.0 EA $ 20.00 $ 120.00 $ 50.00 $ 300.00 $ 20.60 $ 123.60 9 1" CURB STOP & BOX 6.0 EA $ 60.00 $ 360.00 $ 100.00 $ 600.00 $ 63.00 $ 378.00 10 DIP FITTINGS 360.0 LB $ 2.25 $ 810.00 $ 2.00 $ 720.00 $ 4.00 $ 1,440.00 SUBTOTAL - WATERMAIN $ 26,161.00 $ 29,025.00 $ 24,294.60 BID TABULATION Page 8 S.ts. WEIDEMA INC. NODLAND CONSTRUCTION CO. RICHARD KNUTSON INC. ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT STORM SEWER 1 REMOVE 24" CMP STORM PIPE 60.0 LF $ 8.65 $ 519.00 $ 10.00 $ 600.00 $ 5.00 $ 300.00 2 REMOVE SIDE INLET CATCH BASIN 2.0 EA $ 145.00 $ 290.00 $ 300.00 $ 600.00 $ 250.00 $ 500.00 3 15" RCP, CL.5 STORM SEWER PIPE 51.0 LF $ 20.65 $ 1,053.15 $ 25.00 $ 1,275.00 $ 24.35 $ 1,241.85 4 15" RC FLARED END W/TRASH GUARD 1.0 EA $ 675.00 $ 675.00 $ 800.00 $ 800.00 $ 507.75 $ 507.75 5 CURB OPENING CATCH BASIN 1.0 EA $ 1,240.00 $ 1,240.00 $ 1,050.00 $ 1,050.00 $ 1,145.00 $ 1,145.00 6 CONCRETE SPILLWAY 1.0 EA $ 475.00 $ 475.00 $ 350.00 $ 350.00 $ 365.00 $ 365.00 7 CLASS 3 HAND PLACED RIP RAP 9.0 CY $ 75.00 $ 675.00 $ 50.00 $ 450.00 $ 60.00 $ 540.00 8 GEOTEXTILE FABRIC 6.0 SY $ 8.00 $ 48.00 $ 25.00 $ 150.00 $ 10.00 $ 60.00 SUBTOTAL - STORM SEWER $ 4,975.15 $ 5,275.00 $ 4,659.60 STREETS & RESTORATION 1 REMOVE BITUMINOUS PAVEMENT 3700.0 SY $ 0.63 $ 2,331.00 $ 1.00 $ 3,700.00 $ 1.50 $ 5,550.00 2 SAWCUT BIT. PAVEMENT (FULL DEPTH) 30.0 LF $ 3.15 $ 94.50 $ 3.00 $ 90.00 $ 4.00 $ 120.00 3 SUBGRADE PREPARATION 9.7 RS $ 220.00 $ 2,134.00 $ 175.00 $ 1,697.50 $ 150.00 $ 1,455.00 4 COMMON EXCAVATION (CV) (P) 1330.0 CY $ 6.70 $ 8,911.00 $ 4.00 $ 5,320.00 $ 6.00 $ 7,980.00 5 D412 CONC. CURB & GUTTER 1940.0 LF $ 6.72 $ 13,036.80 $ 6.50 $ 12,610.00 $ 5.90 $ 11,446.00 6 AGGREGATE BASE CLASS 5 1250.0 TN $ 10.15 $ 12,687.50 $ 8.50 $ 10,625.00 $ 10.88 $ 13,600.00 7 2350 TYPE LV 2 OR 3 NON WEAR. COURSE 375.0 TN $ 32.55 $ 12,206.25 $ 34.00 $ 12,750.00 $ 33.92 $ 12,720.00 8 2350 TYPE LV 4 WEARING COURSE 315.0 TN $ 40.40 $ 12,726.00 $ 40.00 $ 12,600.00 $ 41.21 $ 12,981.15 9 CRS-1 BITUMINOUS MATERIAL FOR TACK 155.0 GA $ 1.40 $ 217.00 $ 1.00 $ 155.00 $ 1.28 $ 198.40 10 TOPSOIL BORROW 210.0 CY $ 7.60 $ 1,596.00 $ 3.00 $ 630.00 $ 9.50 $ 1,995.00 11 SODDING 3450.0 SY $ 1.90 $ 6,555.00 $ 1.80 $ 6,210.00 $ 2.55 $ 8,797.50 12 SILT FENCE 100.0 LF $ 4.20 $ 420.00 $ 1.50 $ 150.00 $ 4.50 $ 450.00 13 WASHED ROCK FOR ROCK ENTRANCE 20.0 CY $ 31.50 $ 630.00 $ 30.00 $ 600.00 $ 30.00 $ 600.00 SUBTOTAL - STREETS AND RESTORATION $ 73,545.05 $ 67,137.50 $ 77,893.05 TOTAL ALTERNATE BID $ 144,814.95 $ 141,126.50 $ 145,978.85 GRAND TOTAL BID $ 415,184.35 $ 413,781.50 $ 421,521.78 * BID TABULATION Page 9 TWILIGHT STREET CITY OF LINO LAKES, COMMISSION BIDS OPENED: *DENOTES ITEM NO. ACRES / TWILIGHT ACRES 2ND AND UTILITY IMPROVEMENTS LINO LAKES TOLTZ, KING, DUVALL, ANDERSON MINNESOTA AND ASSOCIATES, INCORPORATED ENGINEERS -ARCHITECTS -PLANNERS NO. 12030-01 TABULATION OF BIDS 5/5/00 ERROR IN BIDDERS CALCULATION NORTHDALE CONST. CO. VOLK SEWER & WATER RYAN CONTRACTING UNIT TOTAL UNIT TOTAL UNIT TOTAL DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT BASE BID - TWILIGHT ACRES SANITARY SEWER 1 ADJUST MANHOLE RINGS/CASTING 2.0 EA $ 175.00 $ 350.00 $ 300.00 $ 600.00 $ 200.00 $ 400.00 2 8" PVC, SDR 35 SAN. SEW. (10'-12' DEEP) 203.0 LF $ 21.95 $ 4,455.85 $ 20.00 $ 4,060.00 $ 33.00 $ 6,699.00 3 8" PVC, SDR 35 SAN. SEW. (12'-14' DEEP) 1196.0 LF $ 21.95 $ 26,252.20 $ 21.00 $ 25,116.00 $ 33.00 $ 39,468.00 4 8" PVC, SDR 35 SAN. SEW. (14'-16' DEEP) 154.0 LF $ 21.95 $ 3,380.30 $ 24.00 $ 3,696.00 $ 33.00 $ 5,082.00 5 8" PVC, SDR 35 SAN. SEW. (16-18' DEEP) 31.0 LF $ 21.95 $ 680.45 $ 25.00 $ 775.00 $ 33.00 $ 1,023.00 6 8" PVC, SDR 35 SAN. SEW. (18'-20' DEEP) 16.0 LF $ 21.95 $ 351.20 $ 30.00 $ 480.00 $ 33.00 $ 528.00 7 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) 10.0 EA $ 1,728.46 $ 17,284.60 $ 2,100.00 $ 21,000.00 $ 4,300.00 $ 43,000.00 8 EXTRA DEPTH OF 4' DIA. MH 38.2 LF $ 104.12 $ 3,977.38 $ 75.00 $ 2,865.00 * $ 90.00 $ 3,438.00 9 4" ON 8" PVC, SDR 35 WYE BRANCH 27.0 EA $ 54.38 $ 1,468.26 $ 50.00 $ 1,350.00 $ 42.00 $ 1,134.00 10 4" PVC, SDR 26 SAN. SEW. SERVICE PIPE 790.0 LF $ 8.24 $ 6,509.60 $ 10.00 $ 7,900.00 $ 12.00 $ 9,480.00 11 TRENCH STABILIZATION ROCK 90.0 CY $ 4.00 $ 360.00 $ 3.50 $ 315.00 $ 18.00 $ 1,620.00 12 TELEVISE SANITARY SEWER MAINS 1610.0 LF $ 0.56 $ 901.60 $ 0.65 $ 1,046.50 $ 0.40 $ 644.00 SUBTOTAL - SANITARY SEWER $ 65,971.44 $ 69,203.50 ' 1 $ 112,516.00 WATERMAIN 1 CONNECT TO EXISTING WATERMAIN 2.0 EA $ 3,500.00 $ 7,000.00 $ 550.00 $ 1,100.00 $ 12,000.00 $ 24,000.00 2 6" DIP CLASS 52 WATERMAIN 27.0 LF $ 16.12 $ 435.24 $ 18.00 $ 486.00 ' $ 28.00 $ 756.00 3 8" DIP CLASS 52 WATERMAIN 1630.0 LF $ 18.04 $ 29,405.20 $ 21.00 $ 34,230.00 $ 17.00 $ 27,710.00 4 6" RES. SEAT GATE VALVE AND BOX 3.0 EA $ 525.02 $ 1,575.06 $ 650.00 $ 1,950.00 $ 425.00 $ 1,275.00 5 8" RES. SEAT GATE VALVE AND BOX 3.0 EA $ 684.77 $ 2,054.31 $ 750.00 $ 2,250.00 $ 570.00 $ 1,710.00 6 6" MJ HUB HYDRANT 3.0 EA $ 1,493.19 $ 4,479.57 $ 1,900.00 $ 5,700.00 $ 1,365.00 $ 4,095.00 7 1" TYPE "K" COPPER WATER SERVICE 790.0 LF $ 8.78 $ 6,936.20 $ 9.75 $ 7,702.50 $ 12.00 $ 9,480.00 8 1" CORPORATION STOP 27.0 EA $ 40.59 $ 1,095.93 $ 50.00 $ 1,350.00 $ 38.00 $ 1,026.00 9 1" CURB STOP & BOX 27.0 EA $ 122.87 $ 3,317.49 $ 120.00 $ 3,240.00 $ 86.00 $ 2,322.00 10 DIP FITTINGS 539.0 LB $ 3.90 $ 2,102.10 $ 2.50 $ 1,347.50 $ 2.50 $ 1,347.50 SUBTOTAL - WATERMAIN $ 58,401.10 $ 59,356.00 $ 73,721.50 * STORM SEWER 1 CONCRETE SPILLWAY 1.0 EA $ 488.25 $ 488.25 $ 725.00 $ 725.00 $ 750.00 $ 750.00 2 CLASS 3 HAND PLACED RIP RAP 4.0 CY $ 85.00 $ 340.00 $ 75.00 $ 300.00 $ 80.00 $ 320.00 3 GEOTEXTILE FABRIC 3.0 SY $ 10.00 $ 30.00 $ 5.00 $ 15.00 $ 10.00 $ 30.00 4 DITCH REGRADING 230.0 LF $ 8.50 $ 1,955.00 $ 2.00 $ 460.00 $ 5.00 $ 1,150.00 SUBTOTAL - STORM SEWER $ 2,813.25 $ 1,500.00 $ 2,250.00 BID TABULATION Page 10 ITEM NO. DESCRIPTION QUANTITY UNIT NOR i HDALE CONST. CO. VOLK SEWER & WATER RYAN CONTRACTING UNIT TOTAL UNIT TOTAL UNIT TOTAL PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT STREETS & RESTORATION 1 REMOVE CONCRETE DRIVEWAY 100.0 SY $ 8.00 $ 800.00 $ 3.00 $ 300.00 $ 8.00 $ 800.00 2 REMOVE BITUMINOUS PAVEMENT 6000.0 SY $ 2.45 $ 14,700.00 $ 3.00 $ 18,000.00 $ 1.00 $ 6,000.00 3 SAWCUT BIT. PAVEMENT (FULL DEPTH) 110.0 LF $ 4.50 $ 495.00 $ 4.00 $ 440.00 $ 5.00 $ 550.00 4 SUBGRADE PREPARATION 18.2 RS $ 125.00 $ 2,275.00 $ 137.50 $ 2,502.50 $ 170.00 $ 3,094.00 6 COMMON EXCAVATION (CV) (P) 1570.0 CY $ 7.25 $ 11,382.50 $ 5.00 $ 7,850.00 $ 4.00 $ 6,280.00 7 D412 CONC. CURB & GUTTER 3600.0 LF $ 6.94 $ 24,984.00 $ 7.10 $ 25,560.00 $ 6.20 $ 22,320.00 8 VALLEY GUTTER 1.0 LF $ 1,627.50 $ 1,627.50 $ 391.05 $ 391.05 $ 1,500.00 $ 1,500.00 9 AGGREGATE BASE CLASS 5 2546.0 TN $ 9.00 $ 22,914.00 $ 9.79 $ 24,925.34 $ 11.00 $ 28,006.00 10 2350 TYPE LV 2 OR 3 NON WEAR. COURSE 705.0 TN $ 33.64 $ 23,716.20 $ 36.58 $ 25,788.90 $ 33.00 $ 23,265.00 11 2350 TYPE LV 4 WEARING COURSE 625.0 TN $ 41.77 $ 26,106.25 $ 41.69 $ 26,056.25 $ 40.00 $ 25,000.00 12 CRS -1 BITUMINOUS MATERIAL FOR TACK 290.0 GA $ 1.46 $ 423.40 $ 1.10 $ 319.00 i $ 1.75 $ 507.50 13 6' CONCRETE DRIVE 120.0 SY $ 34.72 $ 4,166.40 $ 31.68 $ 3,801.60 $ 33.00 $ 3,960.00 14 TOPSOIL BORROW 370.0 CY $ 11.07 $ 4,095.90 $ 7.98 $ 2,952.60 $ 7.00 $ 2,590.00 15 SODDING 6410.0 SY $ 1.84 $ 11,794.40 $ 1.98 $ 12,691.80 $ 2.00 $ 12,820.00 16 SILT FENCE 50.0 LF $ 5.00 $ 250.00 $ 4.40 $ 220.00 $ 2.00 $ 100.00 17 WASHED ROCK FOR ROCK ENTRANCE 10.0 CY $ 35.00 $ 350.00 $ 20.00 $ 200.00 $ 15.00 $ 150.00 SUBTOTAL - STREETS AND RESTORATION $ 150,080.55 $ 151,999.04 $ 136,942.50 TOTAL BID $ 277,266.34 " $ 282,058.54 * $ 325,430.00 ALTERNATE BID - TWILIGHT ACRES 2ND SANITARY SEWER 1 8" PVC, SDR 35 SAN. SEW. (10'-12' DEEP) 745.0 LF $ 25.15 $ 18,736.75 $ 20.00 $ 14,900.00 $ 41.00 $ 30,545.00 2 8' PVC, SDR 35 SAN. SEW. (12'-14' DEEP) 75.0 LF $ 25.15 $ 1,886.25 $ 21.00 $ 1,575.00 $ 41.00 $ 3,075.00 3 8' PVC, SDR 35 SAN. SEW. (14'-16' DEEP) 94.0 LF $ 25.15 $ 2,364.10 $ 24.00 $ 2,256.00 $ 41.00 $ 3,854.00 4 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) 5.0 EA $ 1,725.21 $ 8,626.05 $ 2,100.00 $ 10,500.00 $ 4,300.00 $ 21,500.00 5 EXTRA DEPTH OF 4' DIA. MH 10.3 LF $ 104.12 $ 1,072.44 $ 75.00 $ 772.50 $ 90.00 $ 927.00 6 4" ON 8" PVC, SDR 35 WYE BRANCH 6.0 EA $ 54.38 $ 326.28 $ 50.00 $ 300.00 $ 42.00 $ 252.00 7 4" PVC, SDR 26 SAN. SEW. SERVICE PIPE 140.0 LF $ 8.24 $ 1,153.60 $ 10.00 $ 1,400.00 $ 12.00 $ 1,680.00 8 TRENCH STABILIZATION ROCK 100.0 CY $ 4.00 $ 400.00 $ 3.50 $ 350.00 $ 18.00 $ 1,800.00 9 TELEVISE SANITARY SEWER MAINS 920.0 LF $ 0.56 $ 515.20 $ 0.65 $ 598.00 $ 0.40 $ 368.00 SUBTOTAL - SANITARY SEWER $ 35,080.67 $ 32,651.50 $ 64,001.00 WATERMAIN 1 CONNECT TO EXISTING WATERMAIN 1.0 EA $ 1,500.00 $ 1,500.00 $ 550.00 $ 550.00 $ 12,000.00 $ 12,000.00 2 6' DIP CLASS 52 WATERMAIN 10.0 LF $ 16.12 $ 161.20 $ 18.00 $ 180.00 $ 28.00 $ 280.00 3 8' DIP CLASS 52 WATERMAIN 920.0 LF $ 18.08 $ 16,633.60 $ 21.00 $ 19,320.00 $ 17.00 $ 15,640.00 4 6' RES. SEAT GATE VALVE AND BOX 2.0 EA $ 525.02 $ 1,050.04 $ 650.00 $ 1,300.00 $ 425.00 $ 850.00 5 8" RES. SEAT GATE VALVE AND BOX 1.0 EA $ 684.77 $ 684.77 $ 750.00 $ 750.00 $ 570.00 $ 570.00 6 6" MJ HUB HYDRANT 2.0 EA $ 1,493.19 $ 2,986.38 $ 1,900.00 $ 3,800.00 $ 1,365.00 $ 2,730.00 7 1" TYPE "K" COPPER WATER SERVICE 140.0 LF $ 8.78 $ 1,229.20 $ 9.75 $ 1,365.00 $ 12.00 $ 1,680.00 8 1" CORPORATION STOP 6.0 EA $ 40.59 $ 243.54 $ 50.00 $ 300.00 $ 38.00 $ 228.00 9 1" CURB STOP & BOX 6.0 EA $ 122.87 $ 737.22 $ 120.00 $ 720.00 $ 86.00 $ 516.00 10 DIP FITTINGS 360.0 LB $ 3.90 $ 1,404.00 $ 2.50 $ 900.00 $ 2.50 $ 900.00 SUBTOTAL - WATERMAIN $ 26,629.95 $ 29,185.00 $ 35,394.00 BID TABULATION Paas 11 NOR HDALE CONST. CO. VOLK SEWER & WATER RYAN CONTRAUTING ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT STORM SEWER 1 REMOVE 24" CMP STORM PIPE 60.0 LF $ 4.50 $ 270.00 $ 10.00 $ 600.00 $ 10.00 $ 600.00 2 REMOVE SIDE INLET CATCH BASIN 2.0 EA $ 450.00 $ 900.00 $ 350.00 $ 700.00 $ 320.00 $ 640.00 3 15" RCP, CL.5 STORM SEWER PIPE 51.0 LF $ 34.51 $ 1,760.01 $ 25.00 $ 1,275.00 $ 24.00 $ 1,224.00 4 15" RC FLARED END W/TRASH GUARD 1.0 EA $ 916.72 $ 916.72 $ 750.00 $ 750.00 $ 860.00 $ 860.00 5 CURB OPENING CATCH BASIN 1.0 EA $ 1,500.00 $ 1,500.00 $ 1,500.00 $ 1,500.00 $ 1,800.00 $ 1,800.00 6 CONCRETE SPILLWAY 1.0 EA $ 488.25 $ 488.25 $ 725.00 $ 725.00 $ 750.00 $ 750.00 7 CLASS 3 HAND PLACED RIP RAP 9.0 CY $ 85.00 $ 765.00 $ 75.00 $ 675.00 $ 80.00 $ 720.00 8 GEOTEXTILE FABRIC 6.0 SY $ 5.00 $ 30.00 $ 5.00 $ 30.00 $ 10.00 $ 60.00 SUBTOTAL - STORM SEWER $ 6,629.98 $ 6,255.00 $ 6,654.00 STREETS & RESTORATION 1 REMOVE BITUMINOUS PAVEMENT 3700.0 SY $ 2.45 $ 9,065.00 $ 3.00 $ 11,100.00 $ 1.00 $ 3,700.00 2 SAWCUT BIT. PAVEMENT (FULL DEPTH) 30.0 LF $ 5.00 $ 150.00 $ 4.00 $ 120.00 $ 5.00 $ 150.00 3 SUBGRADE PREPARATION 9.7 RS $ 125.00 $ 1,212.50 $ 137.50 $ 1,333.75 $ 170.00 $ 1,649.00 4 COMMON EXCAVATION (CV) (P) 1330.0 CY $ 7.15 $ 9,509.50 $ 5.00 $ 6,650.00 $ 4.00 $ 5,320.00 5 D412 CONC. CURB & GUTTER 1940.0 LF $ 6.94 $ 13,463.60 $ 7.10 $ 13,774.00 $ 6.20 $ 12,028.00 6 AGGREGATE BASE CLASS 5 1250.0 TN $ 9.00 $ 11,250.00 $ 9.57 $ 11,962.50 $ 11.00 $ 13,750.00 7 2350 TYPE LV 2 OR 3 NON WEAR. COURSE 375.0 TN $ 33.64 $ 12,615.00 $ 35.48 $ 13,305.00 $ 33.00 $ 12,375.00 8 2350 TYPE LV 4 WEARING COURSE 315.0 TN $ 41.77 $ 13,157.55 $ 40.70 $ 12,820.50 $ 40.00 $ 12,600.00 9 CRS-1 BITUMINOUS MATERIAL FOR TACK 155.0 GA $ 1.46 $ 226.30 $ 1.10 $ 170.50 $ 1.75 $ 271.25 10 TOPSOIL BORROW 210.0 CY $ 11.07 $ 2,324.70 $ 7.98 $ 1,675.80 $ 7.00 $ 1,470.00 11 SODDING 3450.0 SY $ 1.84 $ 6,348.00 $ 1.98 $ 6,831.00 $ 2.00 $ 6,900.00 12 SILT FENCE 100.0 LF $ 5.00 $ 500.00 $ 4.40 $ 440.00 $ 2.00 $ 200.00 13 WASHED ROCK FOR ROCK ENTRANCE 20.0 CY $ 35.00 $ 700.00 $ 20.00 $ 400.00 $ 15.00 $ 300.00 SUBTOTAL - STREETS AND RESTORATION $ 80,522.15 $ 80,583.05 $ 70,713.25 TOTAL ALTERNATE BID $ 148,862.75 $ 148,674.55 $ 176,762.25 GRAND TOTAL BID $ 426,129.09 * $ 430,733.09 $ 502,192.25 BID TABULATION Page 12 AGENDA ITEM 6G STAFF ORIGINATOR: John Powell, City Engineer COUNCIL MEETING DATE: May 8, 2000 TOPIC: Resolution No. 00-49, Receive Bids, Twilight Acres 1st and 2nd Additions VOTE REQUIRED: Simple Majority BACKGROUND: Sealed bids were received and publicly opened at 10:00 p.m. on May 5, 2000. The results of the bid opening are presented below: Base Bidder Bid C. W. Houle, Inc. $234,468.00 W.B. Miller, Inc. $255,229.15 Forest Lake Contracting, Inc. Barbarossa & Sons, Inc. Redstone Construction Co., Inc. S.R. Weidema, Inc. Nodland Construction Co., Inc. Richard Knutson, Inc. Northdale Construction Co., Inc. Volk Sewer and Water, Inc. Ryan Contracting, Inc. $255,399.75 $267,963.00 $270,018.80 $270,369.40 $272,655.00 $275,542.93 $277,266.34 $282,058.54 $325,430.00 Alternate Bid $123,028.45 $131,401.35 $132,608.75 $141,008.50 $142,169.92 $144,814.95 $141,126.50 $145,978.85 $148,862.75 $148,674.55 $176,762.25 Total Amount of Bid $357,496.45 $386,630.50 $388,008.50 $408,971.50 $412,188.72 $415,184.35 $413,781.50 $421,521.78 $426,129.09 $430,733.09 $502,192.25 Engineer's Estimate $265,417.50 $140,063.00 $405,480.50 The low bid is approximately 12% below the Engineer's Estimate for this project. A copy of the complete bid tabulation is attached. The award of this contract will be delayed until after the assessment hearing is held and the appeal period expires. This resolution only receives the bids. OPTIONS: 1. Return to staff for further review. 2. Adopt Resolution Number 00-49, Receive Bids for the Twilight Acres 1st and 2nd Addition project. 3. Not adopt Resolution No. 00-49. RECOMMENDATION: Option No. 2 - Staff recommends adoption of Resolution Number 00-49.