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April 26, 2024 Letting 12:00 PM
208-61J93

Plans and Special Provisions are not available at this time
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Bulletin Description

Pavement reconstruction, construction of a multi-use patch, replace two bridges , curb and gutter, storm sewer, traffic signals, lighting and landscaping on Randall Road from Acman Road to Acorn Lane/Polaris Drive in Lake in the Hills and Crystal Lake.
Region District DBE % VBP % Federal Project #
1 1 Pending Pending YJ7X(870)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • McHenry
  • FAP 336
  • RANDALL ROAD
  • 06-00329-02-PW
  • C-91-214-23
  • 0-00914-1023
  • 1-22625-0000
  • 1-22625-0010
  • 1-22625-0020
  • 1-22625-0030
Contract Specifics
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Ask Subscribe Questions and Answers (16 Submitted / 16 Answered ) Questions not accepted as of April 16, 2024 04:30 PM.

  • In a follow up to a previous question, will the existing plans for Structures No. 2, 3 & 4 be provided with the addendum or posted as "Additional Information"? The previous response said they were "available" and did clarify if they would be posted.
    Electronic copies of the existing plans can be obtained by reaching out to the contact information provided in the special provision for AVAILABLE REPORTS (D1 LR). (04/18/2024)

  • How many signals need to be retimed as part of the Optimize traffic signal system pay item? Can you please provide a list of these signals?
    The Optimize Traffic Signal System Pay Item includes all signals shown in the Proposed Interconnect Schematic on Sheet 370. (04/16/2024)

  • Structure mounted noise abatement wall has four bays that are under 4' post spacing. Please confirm the post spacing as this does not seem reasonable with the IDOT structure mounted noise abatement wall details.
    The smallest post spacing is 5’-6”, all others are 8’-2” or greater. Some of the dimensions shown are from a post to the nearest expansion joint. Sheet 564 to 568 will be part of an Addendum to clarify all post spacing dimensions. (04/15/2024)

  • Along the shoreline at Bridges 056-3301 and 056-6406 there are gabions. How will the removal of those gabions be paid?
    Removal of the gabion baskets will be paid for as GABION REMOVAL. A pay item and special provision will be added as part of an Addendum. (04/15/2024)

  • On Sheet 501 the Pile Cap Detail states “14” Dia. Treated Timber Piles under Retaining Wall (12” Dia. Piles Under Roadway)” on Sheet 502 the note under the Pile Table states “Note: Piles with a Nominal Required Bearing exceeding 153 kips shall have a minimum diameter at 36 inches from the butt of the pile of 14 inches.” Please confirm the 153 kip piles are 12” diameter.
    Yes, the nominal required bearing of 153 kips is based on an assumed 12” diameter pile. The bigger diameter piles are needed to reach the higher bearing value. Sheet 502 will be updated as part of an Addendum to clarify that 12” diameter piles are for 153 kips or less. (04/15/2024)

  • Based on the Note on Sheet 502, if a pile is driven and doesn’t reach bearing, and is either withdrawn and replaced, or second pile is driven. How will the driving of the first pile be paid? Wil the driving and furnish of the second pile be paid?
    Section 512 in the Standard Specifications shall be followed, including using waiting periods to establish additional capacity and using splices, in the event a driven pile does not initially reach bearing capacity. (04/15/2024)

  • Are Test Piles going to be utilized for the timber piles? There doesn’t appear to be any mention of them in the contract documents. How will the furnish lengths be determined?
    A pay item and special provision for TEST PILE TIMBER will be added as part of an Addendum. (04/15/2024)

  • 1. Please provide As-Built drawings for the Removal of Structures No. 1, No. 2, No. 3 and No. 4. For Structure No. 1 and Structure No. 2 the drawings call them out to have Sheet Pile Retaining walls, however that doesn’t appear to be the case. Please Clarify.
    As-built drawings do not exist for any of these structures. However, existing plans are available for Existing Structures No. 2, No. 3, and No. 4 and are representative of actual conditions. While existing plans are available for Existing Structure No. 1, they do not appear to be representative of what was constructed. The notes for Existing Structures No. 1 and No. 2 have been revised and will be part of an Addendum to clarify they are not comprised of sheet piling. (04/15/2024)

  • Need addendum on striping. Plans are a mess. Difference in items need to be spelled out. Not just thrown in legend. With an asterisk to cover black contrast. Grooving items will need to include Preformed Plastic items. Regular vs contrast. as well as Preformed thermo/black. As IDOT is using a new product no special provision is provided on these items.
    The Pavement Marking Plans have been reviewed and approved and include the pay items and quantities intended for this project. Grooving will be paid for separately as indicated in the plans. (04/15/2024)

  • Is the removal of the 3- 78" Temporary Culverts at Structure 056-3301 to paid under the culvert removal item? The hatch on sheets 405 & 406 imply it is incidental to Removal of Existing Structure No. 1. Please advise.
    Removal of the temporary pipe culverts shall be according to Article 542.09 of the Standard Specifications. Sheet 405 and 406 will be updated as part of an Addendum to clarify that removal of the temporary culverts is not part of removal of existing structures. (04/15/2024)

  • How are the Shear Studs on the Sheet Pile Retaining wall to be paid?
    A pay item and quantity for Stud Shear Connectors will be added in an Addendum. (04/15/2024)

  • On page 47 the bottom typical section shows an A and a B. The B thickness is called out, but the A thickness is not. What is the A thickness? This is also the same for the first typical section on page 48.
    The thickness for letter “A” is 4 inches. Sheet 47 and 48 will be updated as part of Addendum to clarify the thickness.v (04/15/2024)

  • The special excavation item is called out as light weight fill. Are there as built drawings for this work? Is there a concrete cap over the top of the light weight fill? How thick is it?
    As-built drawings do not exist for the existing ground improvement system. However, the existing ground improvement system is comprised of subbase granular material, portland cement concrete base course, welded wire fabric, expanded polystyrene foam, and polyethylene film. This is shown in the cross sections as well as the typical sections. Removal of the existing ground improvement system is paid for as Special Excavation. The special provision for SPECIAL EXCAVATION will be revised as part of an Addendum to clarify that all components of the existing ground improvement are paid for as SPECIAL EXCAVATION. (04/15/2024)

  • Item XX001286 special excavation. The material is called out as light weight fill. Is this styrofoam? Where is this supposed to be removed to, as the spec calls it out disposal approval by engineer.
    The existing ground improvement system is comprised of subbase granular material, portland cement concrete base course, welded wire fabric, expanded polystyrene foam, and polyethylene film. This is shown in the cross sections as well as the typical sections. Removal of the existing ground improvement system is paid for as Special Excavation and is shown in the end area calculations in the cross sections. The special provision for SPECIAL EXCAVATION will be revised as part of an Addendum to clarify that all components of the existing ground improvement are paid for as SPECIAL EXCAVATION. It shall be disposed of according to Article 202.03 of the Standard Specifications. (04/15/2024)

  • Special excavation pay item XX001286 is called out to be shown on the cross sections between station 2235+50 to 2243+92. This is not shown on the cross sections.
    The existing ground improvement system is comprised of subbase granular material, portland cement concrete base course, welded wire fabric, expanded polystyrene foam, and polyethylene film. This is shown in the cross sections as well as the typical sections. Removal of the existing ground improvement system is paid for as Special Excavation and is shown in the end area calculations in the cross sections. The special provision for SPECIAL EXCAVATION will be revised as part of an Addendum to clarify that all components of the existing ground improvement are paid for as SPECIAL EXCAVATION. (04/15/2024)

  • Please confirm if APS push buttons are required for the temp traffic signals
    The temporary traffic signals need to meet PROWAG requirements, including the use of APS push buttons. (04/10/2024)

Authorized Bidders

  • 0382 ACURA INC.
    556 COUNTY LINE ROAD
    SUITE B.
    BENSENVILLE, IL 60106
    Phone: (630) 766-9979 Fax: (630) 766-6826 Email: Estimating@acurainc.com

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com

  • 0392 Berger Excavating Contractors, Inc. d/b/a Berger Contractors, Inc.
    1205 Garland Rd.
    Wauconda, IL 60084
    Phone: (847) 526-5457 Fax: (847) 526-4204 Email: kberger@bergercontractors.com

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com

  • 3702 Martam Construction Incorporated
    1200 Gasket Dr
    Elgin, IL 60120
    Phone: (847) 608-6800 Fax: (847) 608-6804 Email: No Record

  • 0280 Peter Baker & Son Co.
    1349 Rockland Road
    Lake Bluff, IL 60044
    Phone: (847) 362-3663 Fax: (847) 362-0707 Email: john@peterbaker.com

  • 4799 Plote Construction Inc. and Dunnet Bay Construction Company JV
    1100 Brandt Drive
    Hoffman Estates, IL 60192
    Phone: (847) 695-9300 Fax: No Record Email: No Record

Non Bidders

  • No requests received
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The contract details above are for informational purposes only until the Plans and Special Provisions are posted on this web page. If an addendum is posted, the contract details above may be revised. Please continue to check for addenda.