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Home My WebLink About2010-027 Council Resolution• • Council Member oe er" introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 10 -27 RESOLUTION ACCEPTING BIDS AND AWARDING A CONSTRUCTION CONTRACT, 2010 STREET OVERLAY PROJECT WHEREAS, pursuant to an advertisement for bids for the construction of 2010 Street Overlay Project, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Rum River Contracting GMH Asphalt Corp. North Valley, Inc. Knife River Corp. Valley Paving Northwest Asphalt T.A. Schifsky & Sons, Inc. Hardrives Inc. Asphalt Surface Tech Engineer's Estimate Amount of Bid $ 206,446.60 $ 222,817.05 $ 225,638.10 $ 226,418.98 $ 229,001.00 $ 233,791.35 $ 242,172.88 $ 268,781.00 $ 335,336.00 $ 255,185.00 AND WHEREAS, it appears that Rum River Contracting is the lowest responsible bidder; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with Rum River Contracting, in the name of the City of Lino Lakes for the construction of the 2010 Street Overlay Project according to the plans and specifications approved by the City Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return forthwith to all bidders the Bid Bonds made with their bids, except that the deposits of the successful bidder and the next two lowest bidders shall be retained until a contract has been signed. • Jeff Rein rt, ayor uliariae Bartell, City lerk • • Adopted by the Lino Lakes City Council this 12th day of April, 2010. The motion for the adoption of the foregoing resolution was duly seconded by Council Member G a. t 1 p and upon vote being taken thereon, the following voted in favor thereof:'" ?oe seq.. a t t (kr, eivi ert The following voted against same: Igo n.e— ( 5 -e-u-t — D�V� w 1, �� `i Whereupon said resolution was declared duly passed and adopted. • • AGENDA ITEM 6Ei STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: April 12, 2010 TOPIC: Resolution No. 10 -27, Accepting Bids and Awarding a Construction Contract, 2010 Street Overlay Project Vote Required: Simple Majority BACKGROUND: Sealed bids were received and publicly opened at 10:30 a.m. on March 31, 2010. The results of the bid opening are presented below. City Council action is required to award a construction contract to the lowest responsible bidder. Contractor Amount of Bid Rum River Contracting GMH Asphalt Corp. North Valley, Inc. Knife River Corp. Valley Paving Northwest Asphalt T.A. Schifsky & Sons, Inc. Hardrives Inc. Asphalt Surface Tech Engineer's Estimate $ 206,446.60 $ 222,817.05 $ 225,638.10 $ 226,418.98 $ 229,001.00 $ 233,791.35 $ 242,172.88 $ 268,781.00 $ 335,336.00 $ 255,185.00 The low bids are competitive bids for this project. A copy of the complete bid tabulation is attached. The final completion date for this project is July 31, 2010. A summary of the Lino Lakes Pavement Management System will be presented at the May 5th Council Work Session. RECOMMENDATION: Staff recommends that Resolution No. 10 — 27 Accepting Bids and Awarding a Construction Contract for the 2010 Street Overlay Project be adopted. TWLATION OF BIDS W 2010 CITY OF LINO LAKES, MINNESOTA CITY OF LINO LAKES, MINNESOTA TKDA PROJECT NO. 14563.002 BIDS OPENED: MARCH 31, 201010:30 AM 'DENOTES ERROR IN BIDDERS CALCULATION ENGINEER'S ESTIMATE ITEM UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT - GMH ASPHALT NORTH VALLEY INC. UNIT TOTAL UNIT TOTAL PRICE AMOUNT PRICE AMOUNT Ftii,II FF',b. - ;sri rrn 7 • ri r.v,!r,;: The right <m... Flan waw.. rte Hs..anima. RUM RIVER CONTRACTING UNIT TOTAL PRICE AMOUNT 2010 OVERLAY - PROJECT A (WOODUCK TRAIL FROM MAIN STREET TO ANDALL STREET) 1 MOBILIZATION 1.0 LS $ 5,000.00 $ 5,000.00 $ 2,700.00 $ 2,700.00 $ 5,750.00 $ 5,750.00 $ 3,500.00 $ 3,500.00 2 TRAFFIC CONTROL 1.0 LS $ 1,000.00 $ 1,000.00 IN $ 500.00 $ 500.00 $ 500.00 $ 500.00 $ 350.00 $ 350.00 3 CLEAR AND GRUB TREES (4" DIAMETER OR GREATER) 4.0 EA $ 200.00 $ 800.00 • $ 100.00 $ 400.00 $ 150.00 $ 600.00 $ 15000 $ 600.00 4 REMOVE 30" CMP CULVERT 120.0 LF $ 50.00 $ 6,000.00 $ 4.00 $ 480.00 $ 6.00 $ 720.00 $ 10.30 $ 1,236.00 5 INSTALL 30" RCP CULVERT (TIE ALL JOINTS) 112.0 LF $ 50.00 $ 5,600.00 I $ 59.00 $ 6,608.00 $ 57.00 $ 6,384.00 $ 61.80 $ 6,921.60 6 7 INSTALL 30" RCP FES 4.0 EA $ 1,000.00 $ 4,000.00 • $ 700.00 $ 2,800.00 $ 1,650.00 $ 6,600.00 $ 1,442.00 $ 5,768.00 SUBGRADE EXCAVATION 155.0 CY $ 20.00 $ 3,100.00 • $ 6.71 $ 1,040.05 $ 13.05 $ 2,022.75 $ 8.35 $ 1,294.25 8 9 GEOTEXTILE STABILIZATION FABRIC 300.0 SY $ 5.00 $ 18.00 $ 1,500.00 $ 2,790.00 1 $ 1.00 $ 10.21 $ 300.00 $ 1,582.55 $ 1.00 $ 10.00 $ 300.00 $ 1,550.00 $ 1.25 $ 7.35 $ 375.00 SELECT GRANULAR BORROW 155.0 CY $ 1,139.25 10 REHABILITATE CATCH BASINS 3.0 EA $ 450.00 $ 1,350.00 • $ 512.00 $ 1,536.00 $ 650.00 $ 1,950.00 $ 2,060.00 $ 6,180.00 11 RECLAIM BITUMINOUS 12000.0 SY $ 0.70 $ 8,400.00 • $ 0.70 $ 8,400.00 $ 0.55 $ 6,600.00 $ 0.59 $ 7,080.00 12 HAUL OUT EXCESS MILLINGS (LV) 850.0 CY $ 5.50 $ 4,675.00 $ 2.95 $ 2,507.50 $ 4.15 $ 3,527.50 $ 4.85 $ 4,122.50 13 RESHAPE MILLINGS (3% CROWN) 38.5 RS $ 100.00 $ 3,850.00 $ 125.00 $ 4,812.50 $ 200.00 $ 7,700.00 $ 145.00 $ 5,582.50 14 SAW CUT BITUMINOUS STREET AND DRIVEWAY 3700 LF $ 3.00 $ 1,110.00 $ 2.00 $ 740.00 $ 2.00 $ 740.00 $ 2.25 $ 832.50 15 SAW CUT CONCRETE DRIVEWAY 80.0 LF $ 5.00 $ 400.00 • $ 2.00 $ 160.00 $ 5.00 $ 400.00 $ 4.00 $ 320.00 16 REMOVE BITUMINOUS DRIVEWAY PAVEMENT 160.0 SY $ 5.00 $ 800.00 1 $ 2.00 $ 320.00 $ 3.80 $ 608.00 $ 2.85 $ 456.00 17 REMOVE CONCRETE DRIVEWAY PAVEMENT 70.0 SY $ 7.00 $ 490.00 $ 3.00 $ 210.00 $ 5.00 $ 350.00 $ 6.00 $ 420.00 18 BITUMINOUS BASE COURSE 2360 (LVNW 35030) 1450.0 TN $ 59.00 $ 85,550.00 • $ 48.15 $ 69,817.50 $ 48.45 $ 70,252.50 $ 50.50 $ 73,225.00 19 20 BITUMINOUS MATERIAL FOR TACK COAT 610.0 GAL $ 3.00 $ 1,830.00 • $ 3.00 . $ 54.95 $ 1,830.00 $ 3.00 $ 1,830.00 $ 2.50 $ 1,525.00 BITUMINOUS WEARING COURSE (LVWE 45030) 1100.0 TN $ 63.00 $ 69,300.00 $ 60,445.00 $ 55.55 $ 61,105.00 $ 57.00 $ 62,700.00 21 BITUMINOUS CURBING 150.0 LF $ 5.00 $ 750.00 $ 2.00 $ 300.00 $ 5.00 $ 750.00 $ 2.00 $ 300.00 22 BITUMINOUS DRIVEWAY PAVEMENT 160.0 SY $ 10.00 $ 1,600.00 $ 2,80000 • $ 10.95 $ 1,752.00 $ 26.90 $ 4,304.00 $ 11.00 $ 1,760.00 23 6" CONCRETE DRIVEWAY PAVEMENT 70.0 SY $ 40.00 $ 37.00 $ 2,590.00 $ 38.00 $ 2,660.00 $ 38.00 $ 2,660.00 24 TOPSOIL BORROW WITH SEED 20.0 CY $ 12.00 $ 240.00 $ 19.50 $ 390.00 $ 31.39 $ 627.80 $ 13.50 $ 270.00 25 SODDING AND TOPSOIL BORROW 300.0 SY $ 4.00 $ 1,200.00 $ 7.25 $ 2,175.00 $ 10.50 $ 3,150.00 $ 8.25 $ 2,475.00 26 EROISION CONTROL BLANKET WITH SEED 100.0 SY $ 4.50 $ 450.00 $ 2.00 $ 200.00 $ 2.90 $ 290.00 $ 1.85 $ 185.00 27 SILT FENCE 50.0 LF $ 2.00 $ 100.00 $ 3.00 $ 150.00 $ 3.25 $ 162.50 $ 2.60 $ 130.00 28 BIODEGRADABLE FIBER EROSION CONTROL ROLLS 50.0 LF $ 5.00 $ 250.00 $ 4.00 $ 200.00 $ 4.17 $ 208.50 $ 3.18 $ 159.00 SUBTOTAL PROJECT A $ 214,935.00 • $ 174,946.10 $ 191,642.55 $ 191,566.60 * 2010 OVERLAY - PROJECT B (CLEARWATER CREEK FROM CEDAR STREET TO 270' SOUTH OF ANDALL STREET) 1 MOBILIZATION 1.0 LS $ 3,000.00 $ 3,000.00 $ 1,200.00 $ 1,200.00 $ 1,500.00 $ 1,500.00 $ 1,250.00 $ 1,250.00 2 3 TRAFFIC CONTROL 1.0 LS $ 1,000.00 $ 1,000.00 $ 500.00 $ 500.00 $ 300.00 $ 300.00 $ 250.00 $ 25000 REPAIR AND ADJUST CATCH BASIN 2.0 EA $ 1,200.00 $ 2,400.00 • $ 513.00 $ 1,026.00 $ 211.00 $ 422.00 $ 825.00 $ 1,650.00 4 ADJUST MANHOLE 5.0 LF $ 450.00 $ 2,250.00 • $ 458.00 $ 175.00 $ 2,290.00 $ 525.00 $ 339.00 $ 192.00 $ 1,695.00 $ 335.00 $ 1,675.00 5 6 ADJUST VALVES 3.0 LF $ 450.00 $ 1,350.00 $ 576.00 $ 230.00 $ 690.00 RECLAIM BITUMINOUS 950.0 SY $ 1.00 $ 950.00 $ 1.00 $ 950.00 $ 0.55 $ 522.50 $ 1.90 $ 1,805.00 7 8 HAUL OUT EXCESS MILLINGS (LV) 160.0 CY $ 6.00 $ 960.00 $ 2.95 $ 472.00 $ 4.15 $ 664.00 $ 3.50 $ 560.00 SAW CUT CONCRETE FOR CATCH BASINS 20.0 LF $ 5.00 $ 100.00 • $ 2.00 $ 40.00' $ 5.00 $ 100.00 $ 6.00 $ 120.00 9 REMOVE OF AND DISPOSE OF CONCRETE CURB 150.0 LF $ 5.00 $ 750.00 • $ 3.00 $ 450.00 $ ' 5.00 $ 750.00 $ 3.00 $ 450.00 10 BITUMINOUS MATERIAL FOR TACK COAT 160.0 GAL $ 3.00 $ 480.00 • $ 3.00 $ 480.00 $ 3.50 $ 560.00 $ 2.50 $ 400.00 11 BITUMINOUS WEARING COURSE (LVWE 45030) 380.0 TN $ 63.00 $ 23,940,00 • $ 55.00 $ 20,900.00 $ 55.55 $ 21,109.00 $ 58.00 $ 22,040.00 12 D412 CONCRETE CURB AND GUTTER 150.0 LF $ 18.00 $ 2,70000 • $ 15.00 $ 2,250.00 $ 16.35 $ 2,452.50 $ 18.50 $ 2,775.00 13 SODDING AND TOPSOIL BORROW 30.0 SY $ 4.00 $ 120.00 • $ 7.25 $ 217.50 $ 10.50 $ 315.00 $ 8.25 $ 247.50 14 BIODEGRADABLE FIBER EROSION CONTROL ROLLS 50.0 LF $ 5.00 $ 250.00, $ 4.00 $ 200.00 $ 4.17 $ 208.50 $ 3.18 $ 159.00 $ 40,250.00 $ 31,500.50 $ 31,174.50 $ 34,071.50 SUBTOTAL PROJECT B i PROJECTA $ 214,935.00 $ 174,946.10 $ 191,642.55 $ 191,566.60 * PROJECT B $ 40,250.00 • $ 31,500.50 $ 31,174.50 $ 34,071.50 TOTAL PROJECT A AND PROJECT B $ 255,185.00 $ 206,446.60 $ 222,817.05 $ 225,638.10 ' Page 1 TAW5LATION OF BIDS 2010 CITY OF LINO PROJECT CITY OF LINO LAKES, MINNESOTA TKDA PROJECT NO. 14563.002 BIDS OPENED: MARCH 31, 201010:30 AM "DENOTES ERROR IN BIDDERS CALCULATION KNIFE RIVER NORTH BRANCH VALLEY PAVING NORTHWEST ASPHALT ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT W TKDA 1 n�LJ mr,u r •rm -rn� uT �v,ioc T.A. Sch8sky & Sons UNIT TOTAL PRICE AMOUNT 2010 OVERLAY - PROJECT A (WOODUCK TRAIL FROM MAIN STREET TO ANDALL STREET) 1 2 MOBILIZATION 1.0 LS $ 7,050.00 $ 7,050.00 $ 7,550.00 $ 7,550.00 $ 2,650.00 $ 2,650.00 $ 7,900.00 $ 7,900.00 TRAFFIC CONTROL 1.0 LS $ 500.00 $ 500.00 $ 515.00 $ 515.00 $ 500.00 $ 500.00 $ 515.00 $ 515.00 3 CLEAR AND GRUB TREES (4" DIAMETER OR GREATER) 4.0 EA $ 200.00 $ 800.00 $ 250.00 $ 1,000.00 $ 250.00 $ 1,000.00 $ 103.00 $ 412.00 4 REMOVE 30" CMP CULVERT 120.0 LF $ 8.00 $ 960.00 $ 10.50 $ 1,260.00 $ 15.00 $ 1,800.00 $ 8.24 $ 988.80 5 INSTALL 30" RCP CULVERT (TIE ALL JOINTS) 112.0 LF $ 62.00 $ 6,944.00 $ 65.50 $ 7,336.00 $ 66.50 $ 7,448.00 $ 51.50 $ 5,768.00 6 INSTALL 30" RCP FES 4.0 EA $ 850.00 $ 3,400.00 $ 1,225.00 $ 4,900.00 $ 715.00 $ 2,860.00 $ 772.50 $ 3,090.00 7 SUBGRADE EXCAVATION 155.0 CY $ 10.00 $ 1,550.00 $ 14.25 $ 2,208.75 $ 15.25 $ 2,363.75 $ 5.97 $ 925.35 8 GEOTEXTILE STABILIZATION FABRIC 300.0 SY $ 2.75 $ 825.00 $ 1.15 $ 345.00 $ 1.00 $ 300.00 $ 1.65 $ 495.00 9 SELECT GRANULAR BORROW 155.0 CY $ 12.00 $ 1,860.00 $ 4.15 $ 643.25 $ 10.00 $ 1,550.00 $ 8.24 $ 1,27720 10 REHABILITATE CATCH BASINS 3.0 EA $ 525.00 $ 1,575.00 $ 1,175.00 $ 3,525.00 $ 2,200.00 $ 6,600.00 $ 391.40 $ 1,17420 11 RECLAIM BITUMINOUS 12000.0 SY $ 6.70 $ 8,400.00 $ 0.40 $ 4,800.00 $ 0.52 $ 6,240.00 $ 0.93 $ 11,160.00 12 HAUL OUT EXCESS MILLINGS (LV) 850.0 CY $ 5.06 $ 4,301.00 $ 5.80 $ 4,930.00 $ 6.00 $ 5,100.00 $ 6.18 $ 5,253.00 13 RESHAPE MILLINGS (3% CROWN) 38.5 RS $ 102.48 $ 3,945.48 $ 110.00 $ 4,235.00 $ 150.00 $ 5,77500 $ 128.75 $ 4,956.88 14 SAW CUT BITUMINOUS STREET AND DRIVEWAY 370.0 LF $ 3.00 $ 1,110.00 $ 2.00 $ 740.00 $ 2.00 $ 740.00 $ 1.29 $ 477.30 15 16 SAW CUT CONCRETE DRIVEWAY 80.0 LF $ 3.00 $ 240.00 $ 3.00 $ 240.00 $ 3.00 $ 240.00 $ 1.29 $ 10320 REMOVE BITUMINOUS DRIVEWAY PAVEMENT 160.0 SY $ 2.72 $ 43520 $ 5.00 $ 800.00 $ 3.50 $ 560.00 $ 4.12 $ 659.20 17 REMOVE CONCRETE DRIVEWAY PAVEMENT 70.0 SY $ 3.00 $ 210.00 $ 8.00 $ 560.00 $ 5.00 $ 350.00 $ 4.12 $ 288.40 18 BITUMINOUS BASE COURSE 2360 (LVNW 35030) 1450.0 TN $ 50.49 $ 73,210.50 $ 50.32 $ 72,964.00 $ 51.30 $ 74,385.00 $ 60.00 $ 87,000.00 19 BITUMINOUS MATERIAL FOR TACK COAT 610.0 GAL $ 2.04 $ 1,244.40 $ 3.00 $ 1,830.00 $ 3.00 $ 1,830.00 $ 2.06 $ 1,256.60 20 BITUMINOUS WEARING COURSE (LVWE 45030) 1100.0 TN $ 55.34 $ 60,874.00 $ 56.00 $ 61,600.00 $ 56.75 $ 62,425.00 $ 60.00 $ 66,000.00 21 BITUMINOUS CURBING 150.0 LF $ 6.07 $ 910.50 $ 1.50 $ 225.00 $ 5.00 $ 750.00 $ 6.18 $ 92700 22 BITUMINOUS DRIVEWAY PAVEMENT 160.0 SY $ 25.33 $ 4,052.80 $ 29.00 $ 4,640.00 $ 21.25 $ 3,400.00 $ 16.48 $ 2,636.80 23 6" CONCRETE DRIVEWAY PAVEMENT 70.0 SY $ 36.00 $ 2,520.00 $ 37.00 $ 2,590.00 $ 40.00 $ 2,800.00 $ 42.23 $ 2,956.10 24 TOPSOIL BORROW WITH SEED 20.0 CY $ 29.75 $ 595.00 $ 30.00 $ 600.00 $ 35.00 $ 700.00 $ 20.60 $ 412.00 25 SODDING AND TOPSOIL BORROW 3000 SY $ 9.95 $ 2,985.00 $ 10.50 $ 3,150.00 $ 9.50 $ 4.00 $ 2,850.00 $ 400.00 $ 5.15 $ 2.58 $ 1,545.00 $ 25800 26 EROISION CONTROL BLANKET WITH SEED 100.0 SY $ 2.75 $ 275.00 $ 2.85 $ 285.00 27 SILT FENCE 50.0 LF $ 3.15 $ 157.50 $ 3.25 $ 162.50 $ 8.00 $ 400.00 $ 1.03 $ 51.50 28 BIODEGRADABLE FIBER EROSION CONTROL ROLLS 50.0 LF $ 3.95 $ 197.50 $ 4.05 $ 202.50 $ 6.00 $ 300.00 $ 2.06 $ 103.00 SUBTOTAL PROJECTA $ 191,127.88 $ 193,837.00 $ 196,316.75 $ 208,589.53 2010 OVERLAY - PROJECT B (CLEARWATER CREEK FROM CEDAR STREET TO 270' SOUTH OF ANDALL STREET) 1 MOBILIZATION 1.0 LS $ 1,000.00 $ 1,000.00 $ 1,300.00 $ 1,300.00 $ 500.00 $ 500.00 $ 1,400.00 $ 1,400.00 2 TRAFFIC CONTROL 1.0 LS $ 350.00 $ 350.00 $ 360.00 $ 360.00 $ 350.00 $ 350.00 $ 515.00 $ 515.00 3 REPAIR AND ADJUST CATCH BASIN 2.0 EA $ 550.00 $ 1,100.00 $ 1,050.00 $ 2,100.00 $ 1,100.00 $ 2,20000 $ 463.00 $ 926.00 4 ADJUST MANHOLE 5.0 LF $ 300.00 $ 1,500.00 $ 275.00 $ 1,375.00 $ 350.00 $ 1,750.00 $ 412.00 $ 2,060.00 5 ADJUST VALVES 3.0 LF $ 225.00 $ 675.00 $ 275.00 $ 825.00 $ 200.00 $ 600.00 $ 128.75 $ 38625 6 RECLAIM BITUMINOUS 950.0 SY $ 2.02 $ 1,919.00 $ an $ 760.00 $ 4.50 $ 4,275.00 $ 1.34 $ 1,273.00 7 HAUL OUT EXCESS MILLINGS (LV) 160.0 CY $ 6.74 $ 1,078.40 $ 5.80 $ 92800 $ 0.01 $ 1.60 $ 5.15 $ 824.00 8 SAW CUT CONCRETE FOR CATCH BASINS 20.0 LF $ 3.00 $ 60.00 $ 7.30 $ 146.00 $ 5.00 $ 100.00 $ 1.55 $ 31.00 9 REMOVE OF AND DISPOSE OF CONCRETE CURB 150.0 LF $ 4.75 $ 712.50 $ 5.25 $ 787.50 $ 7.50 $ 1,125.00 $ 3.09 $ 463.50 10 BITUMINOUS MATERIAL FOR TACK COAT 160.0 GAL $ 2.04 $ 326.40 $ 3.00 $ 480.00 $ 3.00 $ 480.00 $ 2.06 $ 329.60 11 12 BITUMINOUS WEARING COURSE (LVWE 45030) 380.0 TN $ 61.51 $ 18.00 $ 23,373.80 $ 2,700.00 $ 60.00 $ 18.55 $ 22,800.00 $ 2,782.50 $ 60.85 $ 15.50 $ 23,123.00 $ 2,325.00 $ 60.00 $ 15.45 $ 22,800.00 $ 2,317.50 D412 CONCRETE CURB AND GUTTER 150.0 LF 13 14 SODDING AND TOPSOIL BORROW 30.0 SY $ 9.95 $ 298.50 $ 10.50 $ 315.00 $ 11.50 $ 345.00 $ 5.15 $ 154.50 BIODEGRADABLE FIBER EROSION CONTROL ROLLS 50.0 LF $ 3.95 $ 197.50 $ 4.10 $ 205.00 $ 6.00 $ 300.00 $ 2.06 $ 103.00 SUBTOTAL PROJECT B $ 35,291.10 $ 35,164.00 $ 37,474.60 $ 33,583.35 PROJECT A $ 191,127.88 $ 35,291.10 $ 193,837.00 $ 35,164.00 $ 196,316.75 $ 37,474.60 $ 208,589.53 $ 33,583.35 PROJECT B TOTAL PROJECT A AND PROJECT B $ 226,418.98 $ 229,001.00 $ 233,791.35 $ 242,172.88 Page 2 TAffifiLATION OF BIDS ' W 2010 CITY OF LINO LAKES, MINNESOTA CITY OF LINO LAKES, MINNESOTA TKDA PROJECT NO. 14563.002 BIDS OPENED: MARCH 31, 201010:30 AM 'DENOTES ERROR IN BIDDERS CALCULATION Hardrives, Inc. Asphalt Surface Tech ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 2010 OVERLAY - PROJECT A (WOODUCK TRAIL FROM MAIN STREET TO ANDALL STREET) 1 MOBILIZATION 1.0 LS $ 9,000.00 $ 9,000.00 $ 6,000.00 $ 6,000.00 - 2 TRAFFIC CONTROL 1.0 LS $ 535.00 $ 535.00 $ 3,000.00 $ 3,000.00 $ - $ - 3 CLEAR AND GRUB TREES (4" DIAMETER OR GREATER) 4.0 EA $ 300.00 $ 1,200.00 $ 216.00 $ 664.00 $ - $ - 4 REMOVE 30" CMP CULVERT 120.0 LF $ 6.45 $ 774.00 $ 8.24 $ 988.80 $ - $ - 5 INSTALL 30" RCP CULVERT (TIE ALL JOINTS) 112.0 LF $ 128.00 $ 14,336.00 $ 77.25 $ 8,652.00 $ - $ - 6 INSTALL 30" RCP FES 4.0 EA $ 1,050.00 $ 4,200.00 $ 1,41625 $ 5,665.00 $ - $ - 7 SUBGRADE EXCAVATION 155.0 CY $ 10.29 $ 1,594.95 $ 10.80 $ 1,674.00 $ - $ - 6 GEOTEXTILE STABILIZATION FABRIC 300.0 SY $ 4.49 $ 1,347.00 $ 324.00 $ 97,200.00 $ - $ - 9 SELECT GRANULAR BORROW 155.0 CY $ 5.85 $ 906.75 $ 10.80 $ 1,674.00 $ - $ - 10 REHABILITATE CATCH BASINS 3.0 EA $ 1,615.00 $ 4,845.00 $ 618.00 $ 1,854.00 $ - $ - 11 RECLAIM BITUMINOUS 12000.0 SY $ 0.58 $ 6,960.00 $ 0.54 $ 6,480.00 $ - $ - 12 HAUL OUT EXCESS MILLINGS (LV) 850.0 CY $ 10.00 $ 8,500.00 $ 2.16 $ 1,836.00 $ - $ - 13 RESHAPE MILLINGS (3% CROWN) 38.5 RS $ 94.00 $ 3,619.00 $ 81.00 $ 3,118.50 $ - $ - 14 SAW CUT BITUMINOUS STREET AND DRIVEWAY 370.0 LF $ 2.55 $ 943.50 $ 3.24 $ 1,198.80 $ - $ - 15 SAW CUT CONCRETE DRIVEWAY 80.0 LF $ 5.28 $ 422.40 $ 5.40 $ 432.00 $ - $ - 16 REMOVE BITUMINOUS DRIVEWAY PAVEMENT 160.0 SY $ 4.55 $ 728.00 $ 3.24 $ 518.40 $ - $ - 17 REMOVE CONCRETE DRIVEWAY PAVEMENT 70.0 SY $ 10.00 $ 700.00 $ 5.40 $ 378.00 $ - $ - 18 BITUMINOUS BASE COURSE 2360 (LVNW 35030) 14500 TN $ 53.00 $ 76,85000 $ 53.49 $ 77,560.50 $ - $ - 19 BITUMINOUS MATERIAL FOR TACK COAT 610.0 GAL $ 2.54 $ 1,549.40 $ 2.22 $ 1,35420 $ - $ - 20 BITUMINOUS WEARING COURSE (LVWE 45030) 1100.0 TN $ 64.00 $ 70,400.00 $ 60.24 $ 66,264.00 * $ - $ - 21 BITUMINOUS CURBING 150.0 LF $ 5.22 $ 783.00 $ 2.22 $ 333.00 $ - $ - 22 BITUMINOUS DRIVEWAY PAVEMENT 160.0 SY $ 36.00 $ 5,760.00 $ 24.42 $ 3,90720 $ - $ - 23 6" CONCRETE DRIVEWAY PAVEMENT 70.0 SY $ 38.75 $ 2,712.50 $ 44.40 $ 3,108.00 $ - $ - 24 TOPSOIL BORROW WITH SEED 20.0 CY $ 32.00 $ 640.00 $ 30.64 $ 612.80 * $ - $ - 25 SODDING AND TOPSOIL BORROW 300.0 SY $ 10.70 $ 3,210.00 $ 10.25 $ 3,075.00 $ - $ - 26 EROISION CONTROL BLANKET WITH SEED 100.0 SY $ 3.00 $ 300.00 $ 2.83 $ 283.00 * $ - $ - 27 SILT FENCE 50.0 LF $ 3.35 $ 167.50 $ 3.24 $ 162.00 * - 28 BIODEGRADABLE FIBER EROSION CONTROL ROLLS 50.0 LF $ 4.25 $ 212.50 $ 4.07 $ 203.50 * $ - $ - SUBTOTAL PROJECT A $ 223,196.50 $ 298,396.70 • 2010 OVERLAY - PROJECT B (CLEARWATER CREEK FROM CEDAR STREET TO 270' SOUTH OF ANDALL STREET) 1 MOBILIZATION 1.0 LS $ 5,900.00 $ 5,900.00 $ 3,000.00 $ 3,000.00 $ - $ - 2 TRAFFIC CONTROL 1.0 LS $ 375.00 $ 375.00 $ 515.00 $ 515.00 $ - $ - 3 REPAIR AND ADJUST CATCH BASIN 2.0 EA $ 850.00 $ 1,700.00 $ 618.00 $ 1,236.00 $ - $ - 4 ADJUST MANHOLE 5.0 LF $ 500.00 $ 2,500.00 $ 540.00 $ 2,700.00 $ - $ - 5 ADJUST VALVES 3.0 LF $ 240.00 $ 720.00 $ 216.00 $ 648.00 $ - $ - 6 RECLAIM BITUMINOUS 950.0 SY CY $ 2.33 $ 2.40 $ 2,213.50 $ 384.00 $ 1.08 $ 2.16 $ 1,026.00 $ 345.60 $ - $ - $ - $ - 7 HAUL OUT EXCESS MILLINGS (LV) 160.0 8 SAW CUT CONCRETE FOR CATCH BASINS 20.0 LF $ 7.80 $ 156.00 $ 6.48 $ 129.60 $ - $ - 9 REMOVE OF AND DISPOSE OF CONCRETE CURB 150.0 LF $ 8.00 $ 1,200.00 $ 2.38 $ 357.00 $ - $ - 10 BITUMINOUS MATERIAL FOR TACK COAT 160.0 GAL $ 2.50 $ 400.00 $ 2.16 $ 345.60 $ - $ - 11 BITUMINOUS WEARING COURSE (LVWE 45030) 380.0 TN $ 70.00 $ 26,600.00 $ 59.40 $ 22,572.00 $ - $ - 12 13 D412 CONCRETE CURB AND GUTTER 150.0 LF $ 19.35 $ 2,902.50 $ 23.69 $ 3,553.50 $ - $ - SODDING AND TOPSOIL BORROW 30.0 SY $ 10.70 $ 321.00 $ 10.25 $ 307.50 ' $ - $ - 14 BIODEGRADABLE FIBER EROSION CONTROL ROLLS 50.0 LF $ 4.25 $ 212.50 $ 4.07 $ 203.50 * $ - $ - SUBTOTAL PROJECT B $ 45,584.50 $ 36,939.30 ' $ - $ - PROJECT A $ 223,196.50 $ 298,396.70 ' $ - $ - PROJECT B $ 45,584.50 $ 36,939.30 * $ - $ - TOTAL PROJECT A AND PROJECT B $ 268,781.00 $ 335,336.00 * Page 3