PRB.31775 Helene Relief - Replace Private Bridges on Big Horse Creek (Site 006-01-06088) in Avery County and Spice Branch (Site 095-01-3E0CF) in Watauga County Addendum 1

Location: North Carolina
Posted: Jan 30, 2026
Due: Feb 4, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • Y - Construction of Structures and Facilities
Publication URL: To access bid details, please log in.
  • PRB.31775; WBS 51830.2.11.03 & 51830.2.11.05; HELENE NCDPS/EM & NCDOT
    PRB.31775 Helene Relief– Replace Private Bridges on Big Horse Creek (Site 006-01-06088) in Avery County and Spice Branch (Site 095-01-3E0CF) in Watauga County
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    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    January 29, 2026
    TO PROSPECTIVE BIDDERS
    Subject: Addendum 1
    Contract No.: PRB.31775
    Federal Aid No.: Helene Relief
    TIP No.:
    N/A
    WBS Element: 51830.2.11.03 & 51830.2.11.05
    Letting Date: February 4, 2026
    This letter is to advise all prospective bidders of the following contract addendum:
    Proposal Changes:
    On page 6 of the proposal document, corrected bid opening day in item 11 listed on the Instructions
    to Bidders to Wednesday, February 4, 2026.
    Added Z125 Award Limits on Multiple Projects provision on sheet S-35.
    On page S-36 (bid form), changed line item 11 unit of measure to lump and the item description as
    follows:
    Approximately 15,460 LBS of Structural Steel
    On page S-36 (bid form), changed unit of measure on line item 19 Timber Bridge Decking to
    Lump Sum.
    On page S-37 (bid form), added the following items:
    - Line No. 36 Object Marker, Type 3 8 EA
    - Line No. 37 7’ U-Channel Posts 8 EA
    Replaced the PRB.31775 Proposal document on the Division 13 Letting page with the revised
    proposal document PRB.31775 Proposal_Addendum 1.
    Plan Changes:
    Revised plan sheet S-12. The Corrosion Requirement note was struck through.
    Replaced PRB.31775 Plans file on the Division 13 Letting page with the revised plan file
    PRB.31775 Plans_Revised.
    Uploaded PRB.31775 Subsurface Investigation to the Division 13 Letting page.
    (Continued on next page)
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION THIRTEEN
    55 ORANGE STREET
    ASHEVILLE, NC 28801-2340
    Telephone: (828) 250-3000
    Fax: (828) 251-6394
    Customer Service: 1-877-368-4968
    Website: www.ncdot.gov
    Location:
    55 ORANGE STREET
    ASHEVILLE, NC 28801-2340
    2
    Additional Questions Submitted:
    1. Bridge Shoring and Load Restrictions
    Please clarify who is responsible for the installation, maintenance, and removal of temporary shoring on
    bridges that do not meet posted weight limits. Additionally, confirm whether the Contractor is responsible
    for removing existing shoring or only for shoring installed as part of this contract. To whom do we submit
    temporary shoring design plans for review and approval?
    Answer: See Section 105-15, 2024 NCDOT Specifications for Roads and Structures
    2. Posted Weight Limits / Overloading
    Specification Article 105-15 (Page 64) references posted weight limits and overloading of bridges. Please
    clarify whether temporary overloading is permitted during construction and who is responsible for repairs
    to roadways or bridge components resulting from overloading associated with construction activities.
    Answer: Section 105-15 addresses this item. Line 31 specifically addresses contract time and
    compensation.
    3. Utility Conflicts
    The contract documents do not appear to address utility conflicts. Please confirm whether any utilities are
    known to be buried within the project limits and whether the Contractor should anticipate utility
    coordination, relocation, or protection within the scope of work.
    Answer: See page G-21 & G-22 of the project proposal as the contractor is responsible for
    contacting affected utility owners. As with any project involving ground disturbance, a
    call to 811 is necessary.
    4. Erosion Control Roles, Responsibilities, and Permits
    Specifications Sections G-22 through G-27 outline erosion and sediment control requirements. Please
    clarify who is responsible for Level One on-site erosion control supervision, whether an NPDES permit is
    required under this contract, and whether an erosion control plan is required, as no such plans appear to be
    included in the bid documents.
    Answer: Erosions Control Supervisor to be supplied by the contractor.
    5. Record Keeping and Reporting
    Specifications SSP 21 through SSP 34, and specifically SSP 23 Paragraph 11, reference records and
    reports. Please confirm what records and reports are required from the prime contractor versus
    subcontractors, and whether the prime contractor is responsible for maintaining and submitting records
    for all subcontractors, including secondary subcontractors.
    Answer: The contract is with NCDOT/NCEM and the prime contractor. The prime contractor
    will be the responsible party.
    3
    6. Traffic Control
    Traffic Control pay items TC-1 through TC-3 are included in the proposal; however, no traffic control
    plan is provided. Please clarify whether a Traffic Control Plan is required to be prepared by the
    Contractor and whether it must be submitted for approval prior to construction. Will the contractor be
    supplied with a Traffic Control Plan in accordance with NUTCD?
    Answer: Traffic Control plan is not required however traffic control must be placed in
    accordance with all applicable NCDOT Standard Specifications for Roads and
    Structures, NCDOT Standard Drawings and the Manual of Uniform Traffic Control
    Devices (MUTCD) .
    7. Safety Fence and Jurisdictional Flagging
    Pay Item EC-7 includes safety fencing and jurisdictional flagging; however, no corresponding plan is
    included. Please clarify whether the Contractor is required to develop a Safety Fence and Flagging Plan
    and whether agency review or approval is required prior to installation.
    Answer: Items are listed if needed as directed by the engineer for placement on project. No
    agency review. Concrete Washout Structures do require safety fence to be installed per
    the detail in the plans.
    8. Asbestos Assessment / Abatement
    The documents reference asbestos assessment and/or abatement, but no corresponding pay item is
    included. Please clarify whether asbestos assessment or abatement is required under this contract and, if
    so, how this work is to be compensated.
    Answer: Asbestos Assessment is listed as Line No 5 on the Bid Form.
    9. Environmental Commitments Green Sheets
    Specification ST-17 (Green Sheets) references environmental commitments and Special Provisions.
    Please confirm whether Rip Rap or similar environmental plan is required and clarify the statement that
    certain environmental documentation has to be brown in color, including what specific document this
    applies to.
    Answer: Permit conditions must be followed as there are no project specific permits at this site.
    The replacement structure will completely span the channel in the same location and same
    footprint as the damaged/preexisting structure. No structures shall be installed within the
    jurisdictional limits of the stream to include dewatering structures, work pads, causeways, work
    roads, etc. Equipment may access the workspace within the jurisdictional limits of the stream
    provided that all equipment be inspected prior to use in the water and be clean and leak free.
    Eroded material/material (e.g., soil, rock, rip rap, etc.) that was deposited by Hurricane Helene in a
    stream or river may be excavated; however, no excavation of material below the pre-storm bed
    elevation is allowed. Debris such as trees, cars, trash, etc. that was deposited by Hurricane Helene
    in a stream or river may be excavated; however, no excavation of material below the pre-storm bed
    elevation is allowed. Reconstruction and/or stabilization of road shoulders/stream banks in the
    same location and same (or smaller) footprint as the pre-storm road shoulders/stream banks is
    permissible; however, this shall be limited to only that which is necessary to protect the
    replacement structure. Temporary structures shall not be installed within the jurisdictional limits of
    the stream to include dewatering structures, workpads, causeways, work roads, etc
    4
    Please make sure that you download and submit the new proposal document titled
    PRB.31775 Proposal_Addendum 1 in your bid package. You will also be required to sign page S-1
    Addenda to acknowledge the issued addendum. Failure to submit the correct proposal document and not
    signing page S-1 Addenda may result in the rejection of your bid.
    Sincerely,
    Chad Loftis
    Division Contract Engineer
    cc: Tim Anderson, P.E., Division 13 Engineer
    Michael Poe, P.E., Division 11 Engineer
    Kristin Moyle, NCDPS/NCEM
    Chris Deyton, P.E., Deputy Division 13 Engineer
    Nathan Moneyham, P.E., Division 13 Construction Engineer
    Gabriel Johnson, P.E., Division 13 Project Manager
    Steve Cannon, P.E., Division 13 Project Development Engineer
    Brendan Merithew, P.E., Division 13 Project Team Lead
    This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.
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