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The County of DuPage
Wheaton, Illinois
 

Doing Business with DOT - Winfield Road/Ferry Road Bridge Repairs

Project Letting Details

Letting DateSectionProject
May 26, 2017   
10:00 am
17-00258-00-BRCH 13 - Winfield Road & CH 3 Ferry Road
(Bridge Repairs)

 Status

  • Advertised May 11, 2017
  • Let May 26, 2017
  • Bid Tabulations
  • Awarded June 13, 2017

    Request for Authorization to Bid

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    • Link to the IDOT Contractor's Bulletin which includes projects advertised for Local Public Agencies.
    • Bulletin Date: Monday, May 8, 2017.
    • Description: 

      WINFIELD ROAD OVER SPRING BROOK CREEK AND FERRY ROAD OVER EJ&E RR BRIDGE REPAIRS INCLUDING EARTH EXCAVATION – 280 CU YD; TRENCH BACKFILL – 36 CU YD; TOPSOIL FURNISH AND PLACE, VARIABLE DEPTH – 36 SQ YD; SEEDING, CALSS 2A - .42 ACRE; NITROGEN FERTILIZER NURTIENT – 38 POUND; PHOSPHORUS FERTILIZER NUTRIENT – 38 POUND; POTASSIUM FERTILIZER NUTRIENT – 38 POUND; MULCH, METHOD 2; 1.08 ACRE; EROSION CONTROL BLANKET – 2050 SQ YD; TEMPORARY EROSION CONTROL SEEDING – 320 POUND; PERIMETER EROSION BARRIER – 1400 FOOT; INLET FILTERS – 9 EACH; SUBBASE GRANULAR MATERIAL, TYPE B 6” – 86 SQ YD; AGGREGATE BASE COURSE TYPE B – 85 TON;AGGREGATE BASE COURSE TYPE B 4” – 93 SQ YD; BITUMINOUS MATERIALS   (TACK COAT) – 3941 POUND; LEVELING BINDER (MACHINE METHOD),N70 – 316 TON; HOT-MIX SURFACE REMOVAL  BUTT JOINT – 278 SQ YD; TEMPORARY RAMP – 189 SQ YD; HOT-MIX ASPHALT BINDER COURSE,IL 19.0, N70 – 139 TON; HOT-MIX ASPHALT SURFACE COURSE, MIX “D” N70 – 846 TON; PAVEMENT CONNECTOR (HMA) FOR BRIDGE APPROACH SLAB – 122 SQ YD; PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH – 2086 SQ FT; DETECTABLE WARNINGS – 64 SQ FT; COMBINATION CURB AND GUTTER REMOVAL – 1274 FOOT; HOT MIX ASPHALT SURFACE REMOVAL 2 ½’ 6341 SQ YD; SIDEWALK REMOVAL – 1504 SQ FT; CLASS D PATCHES, TYPE I-IV, 15 INCH – 575 SQ YD; STRIP REFLECTIVE CRACK CONTROL TREATMENT – 2500 FOOT; HOT-MIX ASPHALT SHOULDERS, 3” - 367 SQ YD; CONCRETE REMOVAL – 15.2 CU YD; BRIDGE RAIL REMOVAL 61 FOOT; STRUCTURE EXCAVATION – 97 CU YD; CONCRETE STRUCTURES - 56.2 CU YD; RUBBED FINISH 167 167 SQ FT; CONCRETE SUPERSTRUCTURE – 4.6 CU YD; BRIDGE DECK GROOVING – 552 SQ YD; PROTECTIVE COAT - 777 SQ YD; CONCRETE SUPERSTRUCTURE (APPROACH SLAB) 152.8 CU YD; REINFORCEMENT BARS, EPOXY COATED – 65,500 POUND; BAR SPLICERS – 330 EACH; EPOXY CRACK INJECTION – 400 FOOT; ALUMINUM RAILING, TYPE L – 48 FOOT; COMBINATION CONCRETE CURB & GUTTER, TYPE B 6.12 (ABUTTING EXISTING PAVEMENT) - 180 FOOT; COMBINATION CONCRETE CURB & GUTTER, TYPE B 6.18 (ABUTTING EXISTING PAVEMENT) – 1094 FOOT; STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS – 312.5 FOOT; TRAFFIC BARRIER TERMINAL, TYPE 6 – 2 EACH; TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT – 2 EACH; GUARDRAIL REMOVAL – 553 FOOT; CHANGEABLE MESSAGE SIGN – 120 WEEK; SHORT TERM PAVEMENT MARKING – 254 FOOT; TEMPORARY PAVEMENT MARKING – LETTERS & SYMBOLS – 110 SQ FT; TEMPORARY PAVEMENT MARKING LINE 4”,6”12”24” – 15,869 FOOT; TEMPORARY CONCRETE BARRIER – 925 FOOT; RELOCATE TEMPORARY CONCRETE BARRIER – 925 FOOT; IMPACT ATTENUATORS, TEMPORARY (NON-REDIRECTIVE) TEST LEVEL 3 – 2 EACH; IMPACT ATTENUATORS, RELOCATE (NON-DIRECTIVE) TEST LEVEL 3 – 2 EACH; TERMINAL MARKER DIRECT APPLIED – 2 EACH; THERMOPLASTIC MARKINGS LETTERS AND SYMBOLS – 1101 SQ FT; THERMOPLASTIC PAVEMENT MARKINGS LINE4”,6”,12”,24” – 8795 FOOT; RAISED REFLECTIVE PAVEMENT MARKER REMOVAL – 185 EACH; MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION- 1 EACH; DETECTOR LOOP REPLACEMENT – 497 FOOT; REBUILD EXISTING HANDHOLE – 2 EACH; APPROACH SLAB REMOVAL – 375 SQ YD; BRIDGE DECK LATEX CONCRETE OVERLAY, 2 ¼ INCHES - 198 SQ YD; BRIDGE DECK SCARIFICATION93/4 INCH)  -198 SQ YD; DECK SLAB REPAIR(FULL DEPTH, TYPE I & II) – 30 SQ YD; DECK SLAB REPAIR (PARTIAL) – 30 SQ YD; TEMPORARY TRAFFIC SIGNAL TIMING – 1 EACH; BICYCLE RAILING TO BE REMOVED NAD REINSTALLED – 120 FOOT; PAVEMENT MARKING REMOVAL WATER BLASTING – 1500 SQ FT; HOT MIX ASPHALT SURACE REMOVAL – VARIABLE DEPTH – 450 SQ YD; PINNING TEMPORARY CONCRETE BARRIER – 36 EACH; RECESSED REFLECTIVE PAVEMENT MARKERS – 185 EACH; DRAINAGE STRUCTURES TO BE ADJUSTED – 9 EACH; CONSTRUCTION LAYOUT STAKES – 1 L SUM; TEMPORARY PAVEMENT MARKING REMOVAL – 3673 SQ FT; TRAFFIC CONTROL AND PROTECTION – 1 L SUM; BITUMINOUS STABILIZATION 6” AT STEEL PLATE NEAM GUARDRAIL – 163 SQ YD; REPAIR EXISTING BICYCLE RAILING  - 18 SQ FT



    IDOT  Prequalification Category Required: 

    Plans, Special Provisions, Proposals, and other forms:

    For-Bid list of plan holders:

    updated May 22, 2017

    • Areatha Construction Company, Inc.
      Contact: Raj Patel
      e-mail: areathaconstco@sbcglobal.net
      Phone: (630)-830-9853
      Fax: (630)-830-9856

    • Herlihy Mid-Continent Company
      Contact: Becky Wright
      e-mail: becky@hmcco.net
      Phone: (630)-633-2792
      Fax: (630)-378-1002

    • Martam Construction, Inc.
      Contact: Robert Kutrovatz
      e-mail: Robert@martam.com
      Phone: (847)-608-6800
      Fax: (847)-608-6804

    • Vixen Construction, Inc.
      Contact: Ryan Bomstad
      e-mail: ryanbomstad@sbcglobal.net
      Phone: (708)-728-1950
      Fax: (708)-728-1960

    • D Construction
      Contact: Gina Lang
      e-mail: g.lang@dconstruction.net
      Phone: (815)-634-2555
      Fax: (815)-634-8748

    • Rausch Infrastructure LLC
      Contact: William M. Rausch
      e-mail: wmrausch@riccllc.com
      Phone: (708)-667-0165
      Fax: (847)-813-9710

    • Alliance Contractors, Inc.
      Contact: Scott A. Marquart
      e-mail: estimating@alliancecontractors.com
      Phone: (815)-338-5900
      Fax: (815)-338-9109

    • Lorig Construction Company
      Contact: David Lorig
      e-mail: dlorig@flash.net
      Phone: (847)-298-0360
      Fax: (847)-298-2689

    • MYS Incorporated
      Contact:Taylor Yelnick
      e-mail: Tyelnick@mysincorporated.com
      Phone: (708)-448-0983
      Fax: (708)-448-8098

    • Copenhaver Construction
      Contact: Kim Bolanowski
      e-mail: copenhaverKB@gmail.com
      Phone: (847)-428-6696
      Fax: (847)-428-6798