Addendum No. 1 Contract # C205197 Randolph County 11 SECTIONS OF SECONDARY ROADS, AND 1 SECTION OF NC-49.
| Location: | North Carolina |
|---|---|
| Posted: | May 6, 2026 |
| Due: | May 19, 2026 |
| Agency: | Division of Highways |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
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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.
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