NCDOT Hatteras/Ocracoke Passenger Ferry Dock Replacements in Dare and Hyde Counties (Re-Advertisement) Addendum 1

Location: North Carolina
Posted: Jun 15, 2026
Due: Jun 17, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • 23 - Ground Effect Vehicles, Motor Vehicles, Trailers, and Cycles
Publication URL: To access bid details, please log in.
  • DA00701
    POC
    NCDOT Hatteras/Ocracoke Passenger Ferry Dock Replacements in Dare and Hyde Counties (Re-Advertisement)

    • Attachment Preview

    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    ADDENDUM NO. 1
    June 15, 2026
    Contract No.
    TIP No.:
    Federal Aid No.:
    WBS Element:
    County:
    Description:
    Letting Date:
    DA00701
    FF-0001A
    5080111
    50801.3.2
    Dare and Hyde
    NCDOT Hatteras/Ocracoke Passenger Ferry Dock Replacements
    June 17, 2026
    To Whom It May Concern:
    This Addendum is issued to modify or clarify the bid documents previously furnished for the
    above-referenced project. The following changes shall be incorporated into the contract
    documents:
    Plan Revisions:
    The list below summarizes the changes made to the plans:
    Hatteras Plans:
    1) Sheet M-101: the turbidity barrier surrounding the work area was deleted from the sheet.
    2) Sheet M-504: Detail 6/M-504 was revised to better depict the work required for the
    mooring cleats at the top of the fender piles.
    3) Sheet M-504: Detail 7/M-504 was added to show a view from above of the mooring
    cleat at the fender pile.
    4) Sheet M-504: Section A/M-504, the note that calls out the plate used to connect the
    fenders to the pile was edited to better explain the work specified.
    5) Sheet M-505: Detail 3 was revised to delete references to an expansion joint detail, and a
    splice detail callout was provided.
    6) SheetM-505: Detail 6 was added to define the work related to the railing splice detail.
    Ocracoke Plans:
    1) Sheet M-101: the turbidity barrier surrounding the work area was deleted from the sheet.
    2) Sheet M-504: Detail 6/M-504 was revised to better depict the work required for the
    mooring cleats at the top of the fender piles.
    3) Sheet M-504: Detail 7/M-504 was added to show a view from above of the mooring
    cleat at the fender pile.
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION OF HIGHWAYS – DIVISION 1
    113 AIRPORT DIVE, SUITE 100
    EDENTON, NC 27932
    Telephone: (252) 482-1850
    Fax: (252) 482-8722
    Customer Service: 1-877-368-4968
    Website: www.ncdot.gov
    Location:
    113 AIRPORT DRIVE, SUITE 100
    EDENTON, NC 27932
    DA00701 Addendum #1
    Page 2
    4) Sheet M-504: Section A/M-504, the note that calls out the plate used to connect the
    fenders to the pile was edited to better explain the work specified.
    5) Sheet M-505: Detail 2 was revised to delete references to an expansion joint detail, and a
    splice detail callout was provided.
    6) SheetM-505: Detail 5 was added to define the work related to the railing splice detail.
    Please replace the original sheets noted above with the attached revised sheets.
    Proposal Revisions:
    1) Pages FD-60 “Aluminum Handrail and Railing”: The Aluminum Handrails and Railings
    special provision was revised to delete references to powder painting requirement. Please
    replace the original Pages FD-60 with the attached revised page.
    All other terms and conditions of the original bidding documents remain unchanged.
    Sincerely,
    Mark S. Winslow
    Division Contract Engineer
    cc: R. K. Sawyer, PE
    M. B. Gill, PE
    B. N. Braswell, PE
    D. B. Otts, PE
    C. A. Spear, PE
    J. E. Dixon
    C. D. Peele
    DA00701 FF-0001A
    FD - 60
    5(9,6('
    FEDERAL
    All aluminum railings shall receive a clear anodized finish meeting AAMA 2604 and
    M10-C22-A41.
    Pretreatment Process: A multi-stage pretreatment process is required prior to shop
    painting.
    The railing shall be dipped or sprayed in a concentrated alkaline cleaner then rinsed in
    clear water. This process provides cleaning, degreasing and deep etching on the surface.
    The product shall then be dipped or sprayed in a concentrated acidic treatment to
    deoxidize, desmut and neutralize the surface then rinsed in clear water.
    The product shall then be dipped or sprayed in an acidic conversion coating to act as a
    bonding coating for paint adhesion.
    The product must be completely dried before painting.
    Painting
    E.S.P. applied thermosetting T.G.I.C. polyester powder paint over pretreatment bond
    coating. Paint to be 1.5 to 2.0 mills. D.F.T. Paint shall be baked on at approx. 400° F for a
    minimum of 10 minutes duration. Specification.
    Execution
    Preparation
    A. Coordinate setting drawings, diagrams, templates, instructions, and directions for
    installation of anchorages, such as sleeves, concrete inserts, anchor bolts, and
    miscellaneous items having integral anchors, that are to be embedded in concrete or
    masonry construction. Coordinate delivery of such items to project site.
    Installation general
    Fit exposed connections accurately together to form tight, hairline joints, except as
    required for expansion.
    Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for
    installation of handrails and railings. Set handrails and railings accurately in location,
    alignment, and elevation, measured from established lines and levels and free from rack.
    Set posts plumb within a tolerance of 1/16" to 12".
    Align rails so that variations from level for horizontal members and from parallel with
    rake of steps and ramps for sloping members do not exceed 1/32" in 12".
    Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact
    with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of paint or
    epoxy.
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