WIDENING AND RESURFACING Addendum 1

Agency: Division of Highways
State: North Carolina
Type of Government: State & Local
NAICS Category:
  • 237310 - Highway, Street, and Bridge Construction
  • 238990 - All Other Specialty Trade Contractors
Posted Date: Jun 18, 2026
Due Date: Jun 23, 2026
Original Source: Please Login to View Page
Contact information: Please Login to View Page
Bid Documents: Please Login to View Page
  • DD00522 2026CPT.04.19.10961, 2026CPT.04.19.20961
    POC
    WIDENING AND RESURFACING

    • Attachment Preview

    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    June 18, 2026
    Addendum No. 1
    RE:
    DD00522
    Wayne County
    To Whom It May Concern:
    Reference is made to the above-mentioned project. The following changes have been made:
    1. The Typical Sections incorrectly show the depth of the ACSC S9.5B as 1 ¼” instead
    of 1 ½”. 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,
    06/18/2026
    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
    24.0 - 36.0 FT +/-
    C1
    V1
    EXISTING PAVEMENT
    TYPICAL SECTION # 1
    MAP(S) # 1
    24.0 - 36.0 FT +/-
    C1
    V1
    EXISTING PAVEMENT
    TYPICAL SECTION # 2
    MAP(S) # 1
    WBS NUMBER
    SHEET NUMBER TOTAL SHEETS
    2026CPT.04.19.10961
    1
    3
    2026CPT.04.19.20961 ROADWAY TYPICAL SECTION(S)
    GENERAL NOTES
    1
    State Forces Will Be Responsible for Shoulder
    Reconstruction for Maps # 1-2 & 5-6
    2
    Contractor Will Be Responsible for Shoulder
    Reconstruction for Maps # 3 & 4
    Patching of Existing Pavement To Be Completed by
    3 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. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN
    AVERAGE RATE OF 165 LBS. PER SQ. YARD
    E1 PROP. APPROX. 4.0" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
    AT AN AVERAGE RATE OF 456 LBS PER SQ YARD
    E2 PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
    AT AN AVERAGE RATE OF 285 LBS PER SQ YARD
    V1 MILL ASHPALT SHOULDER PAVEMENT 1-1/2" DEPTH
    V2 MILL ASHPALT PAVEMENT 4" DEPTH
    T1 SHOULDER RECONSTRUCTION
    4 - 6 FT+/- 2.0 FT
    T1 E1
    20.0 FT +/-
    C2
    EXISTING PAVEMENT
    TYPICAL SECTION # 3
    MAP(S) # 2 & 5 - 6
    22.0 FT +/-
    C2
    EXISTING PAVEMENT
    TYPICAL SECTION # 4
    MAP(S) # 3
    WBS NUMBER
    SHEET NUMBER TOTAL SHEETS
    2026CPT.04.19.10961
    2
    3
    2026CPT.04.19.20961 ROADWAY TYPICAL SECTION(S)
    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. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN
    AVERAGE RATE OF 165 LBS. PER SQ. YARD
    PROP. APPROX. 4.0" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
    E1
    AT AN AVERAGE RATE OF 456 LBS PER SQ YARD
    E2 PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
    AT AN AVERAGE RATE OF 285 LBS PER SQ YARD
    V1 MILL ASHPALT SHOULDER PAVEMENT 1-1/2" DEPTH
    V2 MILL ASHPALT PAVEMENT 4" DEPTH
    T1 SHOULDER RECONSTRUCTION
    GENERAL NOTES
    1
    State Forces Will Be Responsible for Shoulder
    Reconstruction for Maps # 1-2 & 5-6
    2
    Contractor Will Be Responsible for Shoulder
    Reconstruction for Maps # 3 & 4
    Patching of Existing Pavement To Be Completed by
    3 Contractor On All Maps
    2.0 FT
    4 - 6 FT+/-
    E1 T1
    4 - 6 FT+/- 2.0 FT
    E2
    24.0 FT +/-
    C1
    V2
    T1 E1
    EXISTING PAVEMENT
    TYPICAL SECTION # 5
    MAP(S) # 4
    WBS NUMBER
    SHEET NUMBER TOTAL SHEETS
    2026CPT.04.19.10961
    3
    3
    2026CPT.04.19.20961 ROADWAY TYPICAL SECTION(S)
    2.0 FT
    4 - 6 FT+/-
    E1 T1
    GENERAL NOTES
    1
    State Forces Will Be Responsible for Shoulder
    Reconstruction for Maps # 1-2 & 5-6
    2
    Contractor Will Be Responsible for Shoulder
    Reconstruction for Maps # 3 & 4
    Patching of Existing Pavement To Be Completed by
    3 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. 1-1/2" ASHPALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
    AN AVERAGE RATE OF 165 LBS. PER SQ. YARD
    E1 PROP. APPROX. 4.0" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
    AT AN AVERAGE RATE OF 456 LBS PER SQ YARD
    E2 PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
    AT AN AVERAGE RATE OF 285 LBS PER SQ YARD
    V1 MILL ASHPALT SHOULDER PAVEMENT 1-1/2" DEPTH
    V2 MILL ASHPALT PAVEMENT 4" DEPTH
    T1 SHOULDER RECONSTRUCTION
    This page summarizes the opportunity, including an overview and a preview of the attached documents.
    * Disclaimer: This website provides information about bids, requests for proposals (RFPs), or requests for qualifications (RFQs) for convenience only and does not serve as an official public notice. Individuals who wish to respond to or inquire about bids, RFPs, or RFQs should contact the relevant government department directly.

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