Addendum_01_Pg15_Combined.pdf
PDF 277 KB Posted
- Solicitation number
- 460-275-20D
- Issued by
- Orange County, North Carolina
About this file
This is Addendum 01 for the Honeysuckle Rd. Phase I Paving Restoration project issued by the Orange Water and Sewer Authority (OWASA) in Carrboro, North Carolina (CIP No. 275-20), dated August 26, 2026. The addendum clarifies specifications for a paving restoration project that includes TOCH trench repairs (1,044 square yards), a 1.5-inch asphalt overlay (1,566 square yards), asphalt milling (522 square yards), installation of one 24-inch by 12-foot thermoplastic stop bar, restriping of bike lane pavement markings (2,350 linear feet), and repainting of two roundabout arrows. The bid submission deadline is September 1, 2026 at 2:00 p.m. local time. Work must be substantially completed within 30 consecutive calendar days following Notice to Proceed. Bidding is restricted to North Carolina General Contractors licensed under Chapter 87 of the North Carolina General Statutes, and contractors must complete a majority of work with their own equipment and personnel.
The addendum addresses two key questions from prospective bidders regarding technical specifications: confirming that TOCH trench repair thickness is 5 inches of I19.0C asphalt base course (not 6 inches as initially stated in bid item descriptions), and clarifying that bike lane markings and pavement marking arrows may be installed using paint while stop bars must be thermoplastic. All pay items are unit price bids that include labor, materials, equipment, tools, traffic control, and incidentals necessary for a complete and fully functional pavement installation. Contractors must maintain minimum insurance requirements of $1,000,000 general liability, $1,000,000 auto liability, statutory workers' compensation, and $4,000,000 excess/umbrella liability. Final payment shall be processed within 60 days of substantial completion, with 5 percent retainage held until 50 percent project completion.
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Other files
| File | Type | Posted |
|---|---|---|
| Honeysuckle Rd. Phase I Informal Construction Solicitation.pdf |
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Text version
Addenda Honeysuckle Rd. Phase I Paving Restoration
Orange Water & Sewer Authority
O r a n g e W a t e r a n d S e w e r A u t h o r i t y
Our community’s trusted partner for clean water and environmental protection
ADDENDA
ADDENDUM NUMBER 01
DATE: 8-26-2026
PROJECT: Honeysuckle Rd. Phase I Paving Restoration
OWASA CIP NUMBER: 275-20
OWNER: ORANGE WATER AND SEWER AUTHORITY
TO: ALL SUBMITTERS
This Addendum is to provide answers to questions submitted by Contractors for the upcoming Honeysuckle Rd. Phase I Paving Restoration Project.
Addenda #01 consists of 1 page:
Questions:
1. The bid item description indicates 6" of I19.0C for the trench repair; however, the detail sketch shows 5". I just want to confirm which depth to use.
Answer: The bid item description/Technical Specifications for the TOCH trench repair incorrectly indicates 6 inches of I19.0C. The correct thickness is 5 inches of I19.0C, as shown on the trench repair detail. The bid item description shall be revised to indicate 5 inches of I19.0C.
2. For striping, can the bike lane and arrows be paint, and the stop bars thermo? Or does all need to be thermo?
Answer: The bike lane markings and pavement marking arrows may be installed using paint. Stop bars shall be thermoplastic.
ATTACHMENT B
TECHNICAL SPECIFICATIONS
SECTION 01025 - MEASUREMENT AND PAYMENT:
Payment for work required by the Specifications and Details shall be based on the pay items described herein. Each pay item shall include all labor, materials, equipment, tools, incidentals, and other work necessary to provide a complete paving installation. The descriptions of the pay items may not identify every component of the Work; however, it is the intent of the Contract Documents that the Contractor provide a complete and fully functional pavement installation.
Item 1 — TOCH Trench Repair
This unit price bid item shall include furnishing all traffic control, materials, equipment, and labor for removal, disposal, and replacement, if necessary, to provide 6-inches 5-inches of asphalt base course (I 19.0C) per procedure identified on Detail T-7.01. Payment for TOCH Trench Repair shall be made by the square yard of pavement installed per TOCH trench repair details provided in the contract.
Item 2 — 1.5” Overlay of Asphalt Pavement
This unit price bid item includes furnishing all traffic control, materials, equipment, and labor for placement of 1.5” of S 9.5C asphalt pavement, as shown on detail T-7.01. Payment for asphalt pavement milling shall be made on a separate line item. Payment for the 1.5” pavement overlay shall be made per square yard of asphalt placement per repair detail T-7.01.
This line item may also be utilized for payment of additional pavement repair outside the trench area if and where directed by OWASA.
Item 3 — TOCH Milling of Asphalt Pavement
This unit price bid item pertains only to areas which require pavement milling at seams with existing asphalt at the ends and/or edges of patches. Item includes furnishing all traffic control, materials, equipment, and labor for milling of 1.5" of asphalt. Payment for milling of asphalt pavement shall be made per square yard of milling per the TOCH repair detail T-7.01.
Item 4 – One 24” x 12’ Thermoplastic Stop Bar
Replace existing 24” x 12’ Thermoplastic Stop Bar per Town of Chapel Hill specifications.
Item 5 – Restripe Existing Bike Lane Pavement Markings
Restripe existing bike lane pavement markings per Town of Chapel Hill specifications.
File details come from the government source that posted it. Updated .