MILLING AND RESURFACING Addendum 1

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Bidders ID: NBD14484610452695349
Due Date: Jun 9, 2026
Posted Date: Jun 4, 2026
Level of Government: State & Local
State: North Carolina
Agency: Division of Highways
Category:
  • 34 - Metalworking Machinery
Source: Members Only
  • DD00524 2026CPT.04.28.10961, 2026CPT.04.28.20961
    POC
    MILLING AND RESURFACING

    • Attachment Preview

    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    June 4, 2026
    Addendum No. 1
    RE:
    DD00524
    Wayne County
    To Whom It May Concern:
    Reference is made to the above-mentioned project. The following changes have been made:
    1. The Typical Section sheet 2 of 3 was incorrect as it corresponds to certain maps.
    Please remove the Typical Sections in the proposal and replace with the attached
    sheets.
    This sheet and attachments shall be made a part of the plans and bid documents and shall
    be submitted with the bid. Bids submitted without the addenda and attachments will be
    considered non-responsive.
    If there are any questions, please contact me at (252) 640-6433.
    Sincerely,
    06/04/2026
    Vickie P. Gardner
    Division Four Contract Engineer
    VPG/
    Attachment
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION FOUR OFFICE
    POST OFFICE BOX 3165
    WILSON, NC 27895
    Telephone: (252) 640-6400
    Fax: (252) 234-6174
    Customer Service: 1-877-368-4968
    Website: www.ncdot.gov
    Location:
    509 WARD BOULEVARD
    WILSON, NC 27895
    48.0 - 72.0 FT +/-
    C1
    V1
    EXISTING PAVEMENT
    TYPICAL SECTION # 1
    MAP(S) # 1
    22.0 - 26.0 FT +/-
    C2
    V1
    EXISTING PAVEMENT
    TYPICAL SECTION # 2
    MAP(S) # 2
    WBS NUMBER
    SHEET NUMBER TOTAL SHEETS
    2026CPT.04.28.10961
    1
    3
    2026CPT.04.28.20961 ROADWAY TYPICAL SECTION(S)
    GENERAL NOTES
    1
    State Forces Will Be Responsible for Shoulder
    Reconstruction for All Maps
    2
    Patching Existing Pavement To Be Completed by Contractor
    On All Maps
    PAVEMENT SCHEDULE
    C1
    PROP. APPROX. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5C,
    AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD
    C2
    PROP. APPROX. 1-1/4" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5B,
    AT AN AVERAGE RATE OF 138 LBS. PER SQ. YARD
    C3
    PROP. APPROX. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5B,
    AT AN AVERAGE RATE OF 165 LBS. PER SQ. YARD
    C4
    PROP. APPROX. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5D,
    AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD
    V1 MILL ASHPALT SHOULDER PAVEMENT 1-1/2" DEPTH
    20.0 FT +/-
    C2
    EXISTING PAVEMENT
    TYPICAL SECTION # 3
    MAP(S) # 3, 4, & 7
    20.0 FT +/-
    C3
    EXISTING PAVEMENT
    TYPICAL SECTION # 4
    MAP(S) # 5, 6, 8, & 9
    WBS NUMBER
    SHEET NUMBER TOTAL SHEETS
    2026CPT.04.28.10961
    2
    3
    2026CPT.04.28.20961 ROADWAY TYPICAL SECTION(S)
    GENERAL NOTES
    1
    State Forces Will Be Responsible for Shoulder
    Reconstruction for All Maps
    2
    Patching Existing Pavement To Be Completed by Contractor
    On All Maps
    PAVEMENT SCHEDULE
    C1
    PROP. APPROX. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5C,
    AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD
    C2
    PROP. APPROX. 1-1/4" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5B,
    AT AN AVERAGE RATE OF 138 LBS. PER SQ. YARD
    C3
    PROP. APPROX. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5B,
    AT AN AVERAGE RATE OF 165 LBS. PER SQ. YARD
    C4
    PROP. APPROX. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5D,
    AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD
    V1 MILL ASHPALT SHOULDER PAVEMENT 1-1/2" DEPTH
    48.0 - 72.0 FT +/-
    C4
    V1
    EXISTING PAVEMENT
    TYPICAL SECTION # 5
    MAP(S) # 10 & 11
    WBS NUMBER
    SHEET NUMBER TOTAL SHEETS
    2026CPT.04.28.10961
    3
    3
    2026CPT.04.28.20961 ROADWAY TYPICAL SECTION(S)
    GENERAL NOTES
    1
    State Forces Will Be Responsible for Shoulder
    Reconstruction for All Maps
    2
    Patching Existing Pavement To Be Completed by Contractor
    On All Maps
    PAVEMENT SCHEDULE
    C1
    PROP. APPROX. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5C,
    AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD
    C2
    PROP. APPROX. 1-1/4" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5B,
    AT AN AVERAGE RATE OF 138 LBS. PER SQ. YARD
    C3
    PROP. APPROX. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5B,
    AT AN AVERAGE RATE OF 165 LBS. PER SQ. YARD
    C4
    PROP. APPROX. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5D,
    AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD
    V1 MILL ASHPALT SHOULDER PAVEMENT 1-1/2" DEPTH
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