Project Information

Bid Title

MILLING AND RESURFACING Addendum 1

Issuing Agency

Division of Highways

Location

North Carolina

Published Date

Jun 4, 2026

Closing Date

Jun 9, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

DD00524 2026CPT.04.28.10961, 2026CPT.04.28.20961

POC

MILLING AND RESURFACING

• DD00524 Revised Wayne Resurf Proposal.pdf
  Doc. Type:
  Proposals
  Description: MILLING AND RESURFACING POC
• DD00524.ebsx
  Doc. Type:
  Electronic Bidding File
  Description: MILLING AND RESURFACING POC
• DD00524_Addendum_1.pdf
  Doc. Type:
  Addendum
  Description: MILLING AND RESURFACING POC
• DD00524_Advertisement_Letter.pdf
  Doc. Type:
  Invitation to Bid
  Description: MILLING AND RESURFACING POC

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

Commodity Codes

• NAICS 237310Highway, Street, and Bridge Construction
• NAICS 238990All Other Specialty Trade Contractors
• NAICS 332710Machine Shops

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