Project Information

Bid Title

Addendum No. 1 Contract # C205197 Randolph County 11 SECTIONS OF SECONDARY ROADS, AND 1 SECTION OF NC-49.

Issuing Agency

Division of Highways

Location

North Carolina

Published Date

May 6, 2026

Closing Date

May 19, 2026

Government Level

State & Local

Status

Closed

Original Source

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Project Description

Addendum

• Randolph_2026CPT.08.17.20761ETC_C205197_Addendum No.1
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JOSH STEIN

GOVERNOR

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

DANIEL H. JOHNSON

SECRETARY

May 05, 2026

Addendum No. 1

RE: Contract # C205197

WBS # 2026CPT.08.17.20761, etc.

STATE FUNDED, 52073.08.301

Randolph County

11 SECTIONS OF SECONDARY ROADS, AND 1 SECTION OF NC-49.

May 19, 2026 Letting

To Whom It May Concern:

The following revisions have been made to the proposal.

Page No.

Proposal Cover

Revision

Note added that reads

“Includes Addendum No. 1 Dated 05-05-2026”

Proposal Page

Engineer of Record seal and title updated.

R-30

The Project Special Provision entitled ASPHALT

SURFACE TREATEMENT AGGREGATE TYPE AND

APPLICATION RATES: has been added.

Please void the above listed Pages in your proposal and staple the revised Pages thereto.

The contract will be prepared accordingly.

Sincerely,

Wiley W. Jones III, PE

Director of Field Support

WWJ/jcm

Attachments

Mailing Address:

NC DEPARTMENT OF TRANSPORTATION

CONTRACT STANDARDS AND DEVELOPMENT

1591 MAIL SERVICE CENTER

RALEIGH, NC 27699-1591

Telephone: (919) 707-6900

Fax: (919) 250-4127

Customer Service: 1-877-368-4968

Website: www.ncdot.gov

Location:

1020 BIRCH RIDGE DR.

RALEIGH, NC 27610

C205197 (2026CPT.08.17.20761, etc.)

cc: Mr. Wiley W. Jones III, PE

Mr. Reuben Blakley, PE

Mr. Ken Kennedy, PE

Mr. Malcolm Bell

Randolph County

Mr. Forrest Dungan, PE

Ms. Jaci Kincaid

Mr. Jon Weathersbee, PE

Project File (2)

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH, N.C.

PROPOSAL

INCLUDES ADDENDUM No. 1 DATED 05-05-2026

DATE AND TIME OF BID OPENING: May 19, 2026 AT 02:00 PM

CONTRACT ID

WBS

C205197

2026CPT.08.17.20761, 52073.08.301

FEDERAL-AID NO. STATE FUNDED, 52073.08.301

COUNTY

RANDOLPH

T.I.P NO.

MILES

27.055

ROUTE NO.

LOCATION

11 SECTIONS OF SECONDARY ROADS, AND 1 SECTION OF NC-49.

TYPE OF WORK MILLING, RESURFACING, AND SHOULDER RECONSTRUCTION.

NOTICE:

ALL BIDDERS SHALL COMPLY WITH ALL APPLICABLE LAWS REGULATING THE PRACTICE OF GENERAL CONTRACTING AS CONTAINED IN CHAPTER 87 OF THE

GENERAL STATUTES OF NORTH CAROLINA WHICH REQUIRES THE BIDDER TO BE LICENSED BY THE N.C. LICENSING BOARD FOR CONTRACTORS WHEN BIDDING

ON ANY NON-FEDERAL AID PROJECT WHERE THE BID IS $30,000 OR MORE, EXCEPT FOR CERTAIN SPECIALTY WORK AS DETERMINED BY THE LICENSING BOARD.

BIDDERS SHALL ALSO COMPLY WITH ALL OTHER APPLICABLE LAWS REGULATING THE PRACTICES OF ELECTRICAL, PLUMBING, HEATING AND AIR CONDITIONING

AND REFRIGERATION CONTRACTING AS CONTAINED IN CHAPTER 87 OF THE GENERAL STATUTES OF NORTH CAROLINA. NOTWITHSTANDING THESE LIMITATIONS

ON BIDDING, THE BIDDER WHO IS AWARDED ANY FEDERAL - AID FUNDED PROJECT SHALL COMPLY WITH CHAPTER 87 OF THE GENERAL STATUTES OF NORTH

CAROLINA FOR LICENSING REQUIREMENTS WITHIN 60 CALENDAR DAYS OF BID OPENING.

BIDS WILL BE RECEIVED AS SHOWN BELOW:

THIS IS A ROADWAY PROPOSAL

5% BID BOND OR BID DEPOSIT REQUIRED

C205197 2026CPT.08.17.20761, etc.

R-30

Randolph County

ASPHALT SURFACE TREATMENT AGGREGATE TYPE AND APPLICATION

RATES:

(02-13-15) (Rev 01-16-18)

660

SP06 R054

SEAL TYPES AND MATERIAL APPLICATION RATES

MAP #

TYPE OF

SEAL

LAYER

AGGREGATE

TYPE

AGGREGATE

TARGET RATESA

(LBS/SY)

EMULSION

TARGET RATESB,C,D

(GAL/SY)

1

Mat

Top

#67

21

0.40

2

Mat

Top

#67

21

0.40

3

Mat

Top

#67

21

0.40

5

Mat

Top

#67

21

0.40

6

Mat

Top

#67

21

0.40

7

Mat

Top

#67

21

0.40

8

Mat

Top

#67

21

0.40

10

Mat

Top

#67

21

0.40

11

Mat

Top

#67

21

0.40

A. Aggregate Target Rates have +/- 2.0 lbs/sy tolerance limit.

B. Emulsion Target Rates have +/- 0.05 gal/sy tolerance limit.

C. Grades of emulsion shall be CRS-2L or CRS-2P.

D. Application temperatures shall be 160-170ºF.

Contractor shall adjust aggregate and emulsion rates as necessary based on the existing surface,

roadway conditions, weather conditions, and as directed by the Engineer. When the Engineer

requires aggregate to be applied at rates above the tolerance limit, the additional aggregate above

the limit will be paid in accordance with Article 104-7 of the Standard Specifications.

Commodity Codes

• NAICS 237310Highway, Street, and Bridge Construction

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