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Home My WebLink About2010-047 Council ResolutionCouncil Member introduced the following resolution and moved its adoption: UU CITY OF LINO LAKES RESOLUTION NO. 10 -47 RESOLUTION ACCEPTING BIDS AND RECOMMENDING AWARDING A CONSTRUCTION CONTRACT, PINE STREET PAVING IMPROVEMENTS WHEREAS, pursuant to an advertisement for bids for the construction of Pine Street Paving Improvements, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Amount of Bid Rum River Contracting $ 259,036.57 North Valley, Inc $ 263,358.07 Harddrives $ 263,573.72 Knife River Corp.. $ 264,443.76 GMH Asphalt $ 265,558.20 TA Schifsky & Sons Inc. $ 295,904.00 Engineer's Estimate $ 315,410.00 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 recommending the City of Columbus to enter into a contract with Rum River Contracting, in the name of the City of Lino Lakes for the construction of the Pine Street Paving Improvements Project according to the plans and specifications approved by the City Council and on file in the office of the City Clerk. The City of Columbus accepted bids and awarded a contract at their May 26th meeting contingent on a s' lar approval by the City Lino Lakes. Jeff Reine ► , a or Adopted by the Lino Lakes City Council this 7th day of June, 2010. The motion for the adoption of the foregoing resolution was duly seconded by Council Member 1 0e s-u-. and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: 1Q0-1A-A-__ Whereupon said resolution was declared duly passed and adopted. • • • STAFF ORIGINATOR: COUNCIL MEETING DATE: TOPIC: VOTE REQUIRED: BACKGROUND: AGENDA ITEM 2A James E. Studenski, City Engineer June 7, 2010 Resolution No. 10 -47, Accepting Bids and Recommend Awarding a Construction Contract, Pine Street Paving Improvements Simple Majority Sealed bids were received and publicly opened at 10:00 a.m. on May 13, 2010. The results of the bid opening are presented below. A Public Hearing regarding the project was previously held. City Council action is required to award a construction contract to the lowest responsible bidder. Contractor Rum River Contracting North Valley, Inc Harddrives Knife River Corp. GMH Asphalt TA Schifsky & Sons Inc. Engineer's Estimate Amount of Bid $ 259,036.57 $ 263,358.07 $ 263,573.72 $ 264,443.76 $ 265,558.20 $ 295,904.00 $ 315,410.00 The low bid is approximately 18% under the Engineer's Estimate for this project. A copy of the complete bid tabulation is attached. The City of Columbus accepted the bids and awarding of the contract at their May 26th meeting contingent on similar approval by the City of Lino Lakes. The final completion date for this project is September 15, 2010. RECOMMENDATION: Staff recommends approving Resolution Number 10 -47 Accepting Bids and Recommending Awarding a Construction Contract, Pine Street Paving Improvement • • TABULATd OF BIDS PROJECT PINE STREET PAVING IMPROVEMENTS TKDA LOCATION' CITY OF COLUMBUS /CITY OF LINO LAKES TKDA PROJECT NO. 14578.001 BIDS OPENED: May 13, 2010 AT 10:00 AM "DENOTES ERROR IN BIDDERS CALCULATION RUM RIVER CONTRACTING HARDRIVES INC. KNIFE RIVER CORP. NORTH VALLEY INC. GMH ASPHALT T A SCHIFSKY & SONS ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 1 2 $ 9,500.00 $ 750.00 $ 240.00 $ 222.00 $ 1,640.00 $ 1,960.00 $ 500.00 MOBILIZATION 0.5 LS $ 8,500.00 $ 3,250.00 $ 1,000.00 $ 8,500.00 $ 1,292.00 $ 4,250.00 $ 848,00 $ 10,000.00 $ 1,950.00 $ 5.00 $ 5,000.00 $ 975.00 $ 200.00 $ 5,000.00 $ 1,250.00 $ 5.00 $ 2,500.00 $ 625.00 $ 200.00 $ 7,500.00 $ - 1,000.00 $ 6.00 $ 3,750.00 $ 500.00 $ 240.00 $ 19,000.00 $ 1,500.00 $ 8.00 TRAFFIC CONTROL 0.5 LS $ 2,000.00 3 REMOVE 18" CMP CULVERT 40 LF $ 4.00 $ 180.00 $ 5.38 $ 215.20 4 5 6 _ _ REMOVE 24" CMP CULVERT 37 LF $ 5.00 $ 185.00 $ 5.38 $ 199.06 $ 5.00 $ 185.00 $ 7.50 $ 277.50 $ 6.00 $ 222.00 $ 6.00 INSTALL 18" CP CULVERT 40 LF $ 41.00 $ 1,840.00 $ 2,000.00 $ 270.00 $ 32.30 $ 43.00 $ 118.00 $ 1,292.00 $ 1,720.00 $ 238.00 $ 38.75 $ 42.00 $ 150.00 $ 1,550.00 $ 1,680.00 $ 300.00 $ 42.80 $ 45.00 $ 150.00 $ 1,712.00 $ 1,800.00 $ 300.00 $ 35.50 $ 38.70 $ 190.00 $ 1,420.00 $ 1,548.00 $ 380.00 $ 41.00 $ 49.00 $ 250.00 INSTALL24" CP CULVERT 40 LF $ 50.00 7 8 9 10 11 INSTALL 18" GS APRON 2 EA $ 135.00 INSTALL 24" GS APRON 2 EA $ 205.00 $ 410.00 $ 181.00 $ 322.00 $ 250.00 $ 500.00 $ 300.00 $ 800.00 $ 240.00 $ 480.00 $ 328.00 $ 658.00 SAWCUT BITUMINOUS 112 LF $ 2.00 $ 224.00 $ 2.98 $ 331.52 $ 4,00 $ 448.00 $ 2.50 $ 280.00 $ 2.50 $ 280.00 $ 1.00 $ 112.00 $ 24.00 $ 250.00 $ 32.00 SAWCUT CONCRETE 24 LF $ 2.00 $ 48.00 $ 4.85 $ 118.40 $ 4,00 $ 98.00 $ 5.00 $ 120.00 $ 5.00 $ 120.00 $ 1.00 REMOVE BITUMINOUS PAVEMENT IALL TYPES) 250 SY $ 2.50 $ 625.00 $ 4.30 $ 1,075.00 $ 204.80 $ 3.00 $ 4.00 $ 750.00 $ 128.00 2.50 $ 8.00 $ 625.00 $ 256.00 $ 3.50 $ 5.00 $ 875.00 $ 180.00 $ 1.00 $ 1.00 12 13 14 REMOVE CONCRETE DRIVEWAY PAVEMENT 32 SY $ 2.50 $ 80.00 $ 6.40 SUBGRADE PREPARATION 74 RS $ 80.00 $ 4,440.00 $ 75.00 $ 5,550.00 $ - $ 82.32 $ 5.50 $ 8,091.88 $ - $ 95.00 $ 8.00 $ 7,030.00 $ - $ 137.50 $ 12.00 $ 10,175.00 $ - $ 90.00 $ 8.00 $ 8,880.00 $ - SUBGRADE EXCAVATION (EV) 0 CY $ 8.80 $ $ 10.25 15 16 SELECT GRANULAR BORROW (CV)__ 0 CY $ 12.50 $ - $ 16.15 $ - $ 7.00 $ - $ 14.50 $ - $ 12.00 $ - $ 8.00 $ - GEOTEXTILE STABLIZATION FABRIC 0 SY $ 1.00 $ - $ 3.50 $ - $ 1.50 $ - $ 1.35 $ - $ 1.50 $ • $ 1.25 $ 17 18 19 20 21 22 23 24 25 26_ 27 28 CLASS 5 AGGREGATE BASE FOR DRIVEWAYS, SHOULDERING AND SHAPING 1588 10 TN $ 12.10 $ 18.10 $ 18,948.80 $ 181.00 $ 14.00 $ 21.00 $ 21,924.00 $ 210.00 $ 10.80 $ 15.00 $ 18,912.80 $ 150.00 $ 10.95 $ 13.50 $ 17,147.70 $ 135.00 $ 8.25 $ 31.30 $ 12,919.50 $ 313.00 $ 10.00 $ 18.00 $ 15,880.00 $ 180.00 LIMESTONE BASE FOR DRIVEWAYS, SHOULDERING AND SHAPING TN TRAP ROCK BASE FOR DRIVEWAYS 5 TN $ 45.00 $ 225.00 $ 53.00 $ 265.00 $ 20.00 $ 100.00 $ 30.00 $ 150.00 $ 35.00 $ 175.00 $ 18.00 $ 90.00 ADJUST MANHOLE CASTING 0 EA $ 343.00 $ $ 375.00 $ - $ 350.00 $ - $ 250.00 $ - $ 200.00 $ - $ 150.00 $ - 2360 TYPE LV 3 NON -WEAR COURSE 2427 TN $ 48.95 $ 113,947.85 $ 2,545.00 $ 49.00 $ 2.00 $ 118,923.00 $ 2,036.00 $ 81,000.00 $ 48.78 $ 2.15 $ 53.96 $ 118,389.08 $ 2,188.70 $ 98,207.20 $ 47.85 $ 2.35 $ 54.35 $ 116,131.95 $ 2,392.30 $ 98,917.00 $ 48.40 $ 2.80 $ 54,95 $ 117,488.80 $ 2,848.80 $ 100,009.00 $ 58.00 $ 1.00 $ 58.00 $ 140,768.00 $ 1.018.00 $ 105,580.00 BITUMINOUS MATERIAL FOR TACK COAT 1018 GAL $ 2.50 2380 TYPE LV4 WEAR COURSE 1820 TN $ 53.25 $ 98 915.00 $ 8,712.32 $ 50.00 SAW AND SEAL JOINTS (40' INTERVALS) 4418 LF $ 1.52 $ 1.64 $ 7,242.24 $ - $ 1.52 $ 5.00 $ 6,712.32 $ - $ 1.57 $ 5.85 $ 8,933.12 $ - $ 1.80 $ 7.00 $ 7,085.80 $ - $ 1.50 $ 6.90 $ 8,824.00 $ INSTALL 6" BITUMINOUS CURB, MnDOT 2535 0 LF $ 4.00 $ $ 4.80 SALVAGE AND REINSTALL MAILBOX AND POST 25 EA $ 80.00 $ 1,500.00 $ 175.00 $ 80.00 $ 2,000.00 $ 135.00 $ 20.00 $ 20.00 $ 500.00 $ 100.00 $ 61.80 $ 25.75 $ 1,545.00 $ 128.75 $ 85.00 $ 40.00 $ 1,825.00 $ 200.00 $ 58.00 $ 50.00 $ 1,400.00 $ 250.00 FURNISH AND INSTALL NEW MAILBOX 5 25 10 EA $ 35.00 $ 27.00 FURNISH AND INSTALL NEW MAILBOX POST EA CY $ 115.00 $ 20.00 $ 2,875.00 $ 200.00 $ 102.00 $ 19.00 $ 2,550.00 $ 190.00 $ 90.00 $ 15.50 $ 2,250.00 $ 155.00 $ 97.85 $ 18.50 $ 2,446.25 $ 185.00 $ 75.00 $ 18.50 $ 1,875.00 $ 185.00 $ 30.00 $ 20.00 $ 750.00 $ 200.00 $ 780.00 $ 100.00 29 30 31 32 33 34 TOPSOIL BORROW WITH SEED EROISION CONTROL BLANKET CATEGORY 3 WITH SEED 400 SY $ 1.00 $ 400.00 $ 1.88 $ 752.00 $ 1.75 $ 700.00 $ 1.85 $ 740.00 $ 1.85 $ 740.00 $ _ 1.90 SILT FENCE 50 LF $ 2.00 8 100.00 $ 3.77 $ 188.50 $ 3.50 $ 175.00 $ 3.61 $ 180.50 $ 3.75 $ 187.50 $ 2.00 4" SOLID LINE - WHITE EPDXY 0 LF $ 0.23 $ - $ 0.25 $ • $ 0.23 $ $ 0.24 $ - $ 0.24 $ - $ 0.24 $ - 4" BROKEN LINE - YELLOW EPDXY 0 LF $ 0.23 $ - $ 0.25 $ - $ 0.23 $ - $ 0.24 $ - $ 0.24 $ - $ 0.24 $ - 4" DOUBLE SOLID LINE - YELLOW EPDXY 0 LF $ 0.46 $ - $ 0.50 $ - $ 0.49 $ - $ 264,443.76 $ 0.47 $ - $ 263.358.07 $ 0.48 $ - $ 265,568.20 $ 0.47 $ - $ 295,904.00 TOTAL $ 259,036.57 $ 263,573.72 Page 1