Project Information

Bid Title

Runway Pavement Rehabilitation at the Billy Mitchell Airport (HES) in Dare County for the NCDOT Division of Aviation Addendum 1

Issuing Agency

Division of Highways

Location

North Carolina

Published Date

Jun 10, 2026

Closing Date

Jun 17, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

DA00681

POC

Runway Pavement Rehabilitation at the Billy Mitchell Airport (HES) in Dare County for the NCDOT Division of Aviation

• DA00681 Addendum 1.pdf
  Doc. Type:
  Addendum
  Description: Runway Pavement Rehabilitation at the Billy Mitchell Airport (HES) in Dare County for the NCDOT Division of Aviation POC
• DA00681 Billy Mitchell Pre-Bid Recording.m4a
  Doc. Type:
  Contract Information
  Description: Runway Pavement Rehabilitation at the Billy Mitchell Airport (HES) in Dare County for the NCDOT Division of Aviation POC
• DA00681 Invitation to Bid, Mandatory Pre- bid.pdf
  Doc. Type:
  Invitation to Bid
  Description: Runway Pavement Rehabilitation at the Billy Mitchell Airport (HES) in Dare County for the NCDOT Division of Aviation POC
• DA00681 Plans - Complete Set.pdf
  Doc. Type:
  Plans
  Description: POC
• DA00681 Plans - Individual Sheets.zip
  Doc. Type:
  Plans
  Description: POC
• DA00681 Prebid Meeting Sign-in Sheet.pdf
  Doc. Type:
  Bid Roster
  Description: POC
• DA00681 Proposal.pdf
  Doc. Type:
  Proposals
  Description: POC

Attachment Preview

JOSH STEIN

GOVERNOR

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

DANIEL H. JOHNSON

SECRETARY

ADDENDUM NO. 1

June 10, 2026

Contract No.

TIP No.:

Federal Aid No.:

WBS Element:

County:

Description:

Letting Date:

DA00681

N/A

State Funded

36244.73.1.1

Dare

Runway Pavement Rehabilitation at the Billy Mitchell Airport (HES)

June 17, 2026

To Whom It May Concern:

This Addendum is issued to modify or clarify the bid documents previously furnished for the

above-referenced project. The following changes shall be incorporated into the contract

documents:

In response to questions during the pre-bid meeting, and to ensure consistent information for all

parties, we have listed the inquiries and answers below.

Questions:

1) Can more time be allotted for the bid option due to crack seal time frame?

Answer: The contract time will remain as defined in the contract documents. If the

contractor experiences delays to the project due to circumstances outside of their

contract, including delays associated with the crack seal, the contractor shall not be

penalized for those delays. It shall be the contractor's responsibility to document those

delays in writing to the project representative during and immediately after the delay.

2) How will payment for patching with ABC be handled for the removal of tie downs by

contractor?

Answer: Cost of stone or other approved method for replacing/repairing the stone at the

area for the tie down removal shall be considered incidental to the tie down removal.

Mailing Address:

NC DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS – DIVISION 1

113 AIRPORT DIVE, SUITE 100

EDENTON, NC 27932

Telephone: (252) 482-1850

Fax: (252) 482-8722

Customer Service: 1-877-368-4968

Website: www.ncdot.gov

Location:

113 AIRPORT DRIVE, SUITE 100

EDENTON, NC 27932

DA00681 Addendum #1

3) At what depth should the subgrade stabilization, if required, be for estimating purposes?

Answer: If the underlying material is deemed not suitable then the Contractor shall

stabilize the subgrade per Type I subgrade stabilization as outlined in Section 505 of the

2024 NCDOT SSRS. Per Section 505 of the 2024 NCDOT SSRS, Type 1 – A 6- to 24-

inch-thick aggregate subgrade with Class IV subgrade stabilization compacted to 92% of

AASHTO T 180 as modified by the Department or to the highest density that can be

reasonably obtained.

4) How will contract time be addressed if something happens outside of the contractors’

control?

Answer: See Answer to Question 1.

5) What is the depth of the existing asphalt section?

Answer: 3.5” - 6” on the runway.

6) Is funding already secured for this project?

Answer: Yes.

7) Do the joints for the paved areas need cut back?

Answer: All joints left exposed for more than four (4) hours, or the surface temp has

cooled to less than 1750F must be cut back a max of 3”.

8) Is a shuttle buggy or MTV required for this project?

Answer: Yes

9) What methods can be used for the tie down removal and will they need to be salvaged.

Answer: Tie downs can be removed six inches below bottom of stone by cutting or

grinding and leaving the anchor in place. The tie downs do not need to be salvaged.

10) What are the work restrictions for the project?

Answer: Work can be seven (7) days a week, sunrise to sunset.

Other Notes from the Pre-bid Meeting:

• Closure markers are provided by NPS. Airport to be closed throughout the duration of the

project. Contractor to monitor CTAF.

• Airport gate is to remain closed and locked when not in use. Contractor to be responsible

for security while onsite. If you see something, the contractor should notify the appropriate

parties. Contractor to contact 911 or emergency services for emergencies.

• NOTAMs are to be coordinated and issued by NPS.

Page 2 of 3

DA00681 Addendum #1

All other terms and conditions of the original bidding documents remain unchanged.

Sincerely,

Mark S. Winslow

Division Contract Engineer

cc: R. K. Sawyer, PE

M. B. Gill, PE

B. N. Braswell, PE

D. B. Otts, PE

C. A. Spear, PE

J. B. Schronce

K. I. Long

Page 3 of 3

Commodity Codes

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

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