MILLING AND RESURFACING Addendum 1
| Location: | North Carolina |
|---|---|
| Posted: | Jun 4, 2026 |
| Due: | Jun 9, 2026 |
| Agency: | Division of Highways |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
DD00524 2026CPT.04.28.10961, 2026CPT.04.28.20961
POC
MILLING AND RESURFACING
-
DD00524 Revised Wayne Resurf Proposal.pdfDoc. Type:
Proposals
Description: MILLING AND RESURFACING POC -
DD00524.ebsxDoc. Type:
Electronic Bidding File
Description: MILLING AND RESURFACING POC -
DD00524_Addendum_1.pdfDoc. Type:
Addendum
Description: MILLING AND RESURFACING POC -
DD00524_Advertisement_Letter.pdfDoc. 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
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