Project Information

Bid Title

WIDENING AND RESURFACING Addendum 1

Issuing Agency

Division of Highways

Location

North Carolina

Published Date

Jun 18, 2026

Closing Date

Jun 23, 2026

Government Level

State & Local

Status

Closed

Original Source

Join to Access Full Details

Bid Inquiries

Join to Access Full Details

Bid Documents

Join to Access Full Details

Project Description

DD00522 2026CPT.04.19.10961, 2026CPT.04.19.20961

POC

WIDENING AND RESURFACING

• DD00522 Wayne Proposal.pdf
  Doc. Type:
  Proposals
  Description: WIDENING AND RESURFACING POC
• DD00522.ebsx
  Doc. Type:
  Electronic Bidding File
  Description: WIDENING AND RESURFACING POC
• DD00522_Addendum_1.pdf
  Doc. Type:
  Addendum
  Description: WIDENING AND RESURFACING POC
• DD00522_Advertisement_Letter.pdf
  Doc. Type:
  Invitation to Bid
  Description: WIDENING AND RESURFACING POC

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

Commodity Codes

• NAICS 237310Highway, Street, and Bridge Construction
• NAICS 238990All Other Specialty Trade Contractors

* Disclaimer: Government BidHub provides information on bids, RFPs (Requests for Proposals), and RFQs (Requests for Qualifications) solely for convenience and informational purposes. This site is not an official public notice board. For official details, responses, or inquiries, please contact the relevant government agency directly.