Manhole Rehabilitation FY26
| Location: | North Carolina |
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| Posted: | Jan 20, 2026 |
| Due: | Feb 5, 2026 |
| Agency: | State Government of North Carolina |
| Type of Government: | State & Local |
| Category: |
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| Solicitation No: | 320-320-210825TW |
| Publication URL: | To access bid details, please log in. |
| Solicitation Number: | 320-320-210825TW |
| Project Title: | Manhole Rehabilitation FY26 |
| Description: | The City of Rocky Mount and Water Resources Department is seeking responses from qualified licensed utility contractors for continued efforts to maintain the collections system and to lessen the infiltration of stormwater run-off and ground saturation into the sewer collection system. The Contractor shall be licensed and bonded in North Carolina and shall use sufficient workmen and competent supervisors in the execution of this portion of the work to ensure adequate and proper installation throughout. This specification references standards from the American Society for Testing and Materials, such as: ASTM F1216 (Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube), ASTM F1743 (Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)), ASTM D5813 (Cured-in-Place Thermosetting Resin Sewer Pipe), ASTM D790 (Test Methods for Flexural Properties of Un-reinforced and Reinforced Plastics and Electrical Insulating Materials), and D2990 (Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics) which are made a part hereof by such reference and shall be the latest edition and revision thereof. In case of conflicting requirements between this specification and these referenced documents, this specification will govern. |
| Opening Date: | 2/5/2026 3:00 PM |
| Posted Date: | 1/21/2026 |
| Status: | Open |
| Department: | CITY OF ROCKY MOUNT |
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Solicitation Number
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320-320-210825TW
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Department
CITY OF ROCKY MOUNT
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Status Reason
Open
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Opening Date
2026-02-05T15:00:00.0000000
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Posted Date
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2026-01-20T15:47:33.0000000Z
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Commodity Code
Water and sewer utilities
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Mandatory Conference/Site Visit
2026-01-21T05:00:00.0000000Z
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Special Instructions
Pre-Bid Meeting at 10:30 am est
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Solicitation Type
*
Select RFP IFB RFI
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Owner
Ramona Gardner
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Description
The City of Rocky Mount and Water Resources Department is seeking responses from qualified licensed utility contractors for continued efforts to maintain the collections system and to lessen the infiltration of stormwater run-off and ground saturation into the sewer collection system. The Contractor shall be licensed and bonded in North Carolina and shall use sufficient workmen and competent supervisors in the execution of this portion of the work to ensure adequate and proper installation throughout. This specification references standards from the American Society for Testing and Materials, such as: ASTM F1216 (Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube), ASTM F1743 (Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)), ASTM D5813 (Cured-in-Place Thermosetting Resin Sewer Pipe), ASTM D790 (Test Methods for Flexural Properties of Un-reinforced and Reinforced Plastics and Electrical Insulating Materials), and D2990 (Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics) which are made a part hereof by such reference and shall be the latest edition and revision thereof. In case of conflicting requirements between this specification and these referenced documents, this specification will govern.
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Attachments
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Attachment Preview
Water Resources
Request for Proposal #: 320-210825TW
Manhole Rehabilitation FY26
Date of Issue: 1/16/2026
Proposal Due Date: 2/5/2026
At 03:00 P.M. ET
Direct all inquiries concerning this RFP to:
Tracy Winfield, Purchasing Associate II
Email: tracy.winfield@rockymountnc.gov
Phone: 252-972-1229
Attendance of bidders at pre-bid meeting is required. No bids will be
accepted from any vendor not represented at the pre-bid meeting.
RFP 320-210825TW
CONTRACTOR: _______________________________
Contents
I.
SCOPE OF WORK ....................................................................................................................................... 3
II. RFP SCHEDULE .......................................................................................................................................... 9
III. MANDATORY PRE-BID MEETING...........................................................................................................9
IV. QUESTIONS..................................................................................................................................................9
V. MINORITY BUSINESS PARTICIPATION ................................................................................................9
VI. PROPOSAL SUBMITTAL.........................................................................................................................10
VII. REFERENCES ............................................................................................................................................10
VIII. CITY’S RIGHTS AND OPTIONS .............................................................................................................11
ATTACHMENT A: PROPOSAL/ACCEPTANCE FORM ..................................................................................12
ATTACHMENT B: ACCEPTED by the City of Rocky Mount........................................................................13
ATTACHMENT C: G E N E R A L C O N D I T I O N S..................................................................................14
ATTACHMENT D: SUPPLEMENTARY GENERAL CONDITIONS................................................................25
ATTACHMENT E: SUPPLEMENTAL VENDOR INFORMATION .................................................................26
ATTACHMENT F: PROJECT MAPS ...................................................................................................................27
ATTACHMENT G: MWBE FORMS......................................................................................................................30
Standard Form of Informal Contract and General Conditions Page 2 of 30
RFP 320-210825TW
CONTRACTOR: _______________________________
CITY OF ROCKY MOUNT
STANDARD FORM OF INFORMAL CONTRACT
AND GENERAL CONDITIONS
FOR
RFP 320-210825TW
I. SCOPE OF WORK
The City of Rocky Mount and Water Resources Department is seeking responses from qualified licensed utility
contractors for continued efforts to maintain the collections system and to lessen the infiltration of stormwater run-off
and ground saturation into the sewer collection system.
The Contractor shall be licensed and bonded in North Carolina and shall use sufficient workmen and competent
supervisors in the execution of this portion of the work to ensure adequate and proper installation throughout.
This specification references standards from the American Society for Testing and Materials, such as: ASTM F1216
(Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube),
ASTM F1743 (Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place
Thermosetting Resin Pipe (CIPP)), ASTM D5813 (Cured-in-Place Thermosetting Resin Sewer Pipe), ASTM D790
(Test Methods for Flexural Properties of Un-reinforced and Reinforced Plastics and Electrical Insulating Materials),
and D2990 (Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics) which are made a part
hereof by such reference and shall be the latest edition and revision thereof. In case of conflicting requirements
between this specification and these referenced documents, this specification will govern.
LOCATIONS
MANHOLE
LOCATION
NUMBER
G-105-002 821 Stone Dr.
REPAIR
Loose bricks/
Remove metal
steps
DEPTH/FT
4
WIDTH LINE SIZE
4
8
G-105-018 820 Forest Hill Ave. Loose bricks/
9
Remove metal
steps
4
8
G-105-003 812 Forest Hill Ave. Loose bricks/
7
Remove metal
steps
4
8
6-105-004 812 Forest Hill Ave. Loose bricks/
6
Remove metal
steps
4
8
6-105-005 108 Collington Ct
Loose bricks/
7
Remove metal
steps
4
8
6-105-007 804 Forest Hill Ave. Loose bricks/
7
Remove metal
steps
4
8
Standard Form of Informal Contract and General Conditions Page 3 of 30
RFP 320-210825TW
CONTRACTOR: _______________________________
6-105-060 505 Forest Hill Ave. Loose bricks/
12
4
8
Remove metal
steps
6-105-059 2608 Amherst Rd. Loose bricks/
5
Remove metal
steps
4
8
G-105-058 2616 Amherst Rd. Loose bricks/
5
Remove metal
steps
4
8
G-105-002 Park tennis court
Loose bricks/
13
4
8
across from 816
Remove metal
Forest Hill Ave.
steps
G-113-023 1709 Augustus Dr. Leaking joints
6
small
4
8
F-113-016 1725 Augustus Dr. Leaking joints
6
small
4
8
F-113-018 1805 Augustus Dr. Leaking joints
5
small
4
8
F-113-019 1812 Augustus Dr. Leaking joints
4
small
4
8
F-113-017 Augustus Dr. and
Leaking joints
6
Cloverdale Dr.
small
4
8
F-112-034 Augustus Dr. and
Leaking joints
6
Farmington Rd.
small
4
8
TOTAL DEPTH
108 ft
Additional Beyond 4 tubes per
Grouting structure
PRODUCTS
Manhole, Wet Well, Infiltration, and Corrosion Protection System
Part 1 - General
1.1 Section Includes
A. This Section covers the infiltration and corrosion protection system for sanitary sewer
manholes, where indicated on the Contract Drawings. The manhole lining system shall provide a
monolithic multi-layer/component lining and cover the entire chimney, walls, and benches of the
manholes to provide infiltration and corrosion protection as a total system. Work includes, but is not
limited to, the following:
Standard Form of Informal Contract and General Conditions Page 4 of 30
RFP 320-210825TW
CONTRACTOR: _______________________________
1. Manhole cleaning of sedimentation and debris.
2. The removal of any loose and unsound material.
3. Performing surface preparation for the lining application.
4. Applying patching products.
5. Manhole Lining.
1.2 Submittals
A. Submit product data for each component specified including data substantiating that the
proposed materials comply with specified requirements and recommendations by the
manufacturer cover all materials.
B. Submit technical data, and Safety Data Sheet (SDS) on each product used.
C. Submit manufacturer’s literature or specifications including surface preparation,
application information, curing period, and testing.
D. Submit copies of independent testing performed on the coating product including ASTM G210-
13 and ASTM D543 indicating the product meets the requirements as specified herein.
E. Submit technical data sheet and project specific data for repair materials to be top coated with the
coating products including application, cure time and surface preparation procedures.
F. Samples of the cured system to include the following:
1. Finish material.
2. Stepped samples showing stages of multi-layer/component applications.
1.3 Qualification
A. Manufacturer and Contractor specializing in the performance of work specified in this section with a
minimum of three (3) years of documented experience and 3,000 vertical feet of application.
B. Submit references of at least five (5) municipal sanitary sewer projects performed within the past three
years. These projects must be similar in scope and complexity to the project being bid. These
references shall include the following:
a. Project title, locations, and contract value.
b. Project description.
c. Client contact, including customer name, address, and contact.
1.4 Quality Assurance
A. Coating material shall be produced in an ISO 9001-certified facility.
B. Furnish materials of quality required by ASTM standards or other approved standards and
specifications.
C. Coating products shall be capable of being installed and curing properly within the specified
environments. Coating products shall be resistant to all forms of chemical or bacteriological attack
found in municipal sanitary sewer systems and capable of adhering to the substrates and repair
products.
D. Repair products shall be fully compatible with coating products including the ability to bond
effectively to the host substrate and coating products forming a composite system.
E. Contractor shall utilize equipment for the application of the coating products which has been
approved by the coating product manufacturer. Contractor shall have received training on the
operation and maintenance of said equipment from the coating product manufacturer.
F. Contractor shall be trained by, or have their training approved and certified by, the coating product
manufacturer for the handling, mixing, application, and inspection of the coating products to be
used as specified herein.
G. Contractor shall be trained in the use of testing or inspection instrumentation and knowledgeable of
Standard Form of Informal Contract and General Conditions Page 5 of 30
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