FY26 Sewer Main Relining

Agency:	State Government of North Carolina
State:	North Carolina
Type of Government:	State & Local
NAICS Category:	237110 - Water and Sewer Line and Related Structures Construction
Posted Date:	Jan 20, 2026
Due Date:	Feb 5, 2026
Solicitation No:	320-320-200825TW
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Solicitation Number:	320-320-200825TW
Project Title:	FY26 Sewer Main Relining
Description:	It is the intent of this specification to provide for the reconstruction of pipelines and conduits by the installation of a resin-impregnated flexible tube, which is tightly formed to the original conduit. The resin is cured using either hot water under hydrostatic pressure or steam pressure within the tube. The Cured-In-Place Pipe (CIPP) will be continuous and tight-fitting. 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 2:30 PM
Posted Date:	1/21/2026
Status:	Open
Department:	CITY OF ROCKY MOUNT


Solicitation Number * 320-320-200825TW	Department CITY OF ROCKY MOUNT	Status Reason Open
Opening Date 2026-02-05T14:30:00.0000000	Posted Date * 2026-01-20T15:40:08.0000000Z	Commodity Code Water and sewer utilities
Mandatory Conference/Site Visit 2026-01-21T05:00:00.0000000Z	Special Instructions Pre-Bid Meeting at 10:00 am est	Solicitation Type * Select RFP IFB RFI
Owner Ramona Gardner
Description It is the intent of this specification to provide for the reconstruction of pipelines and conduits by the installation of a resin-impregnated flexible tube, which is tightly formed to the original conduit. The resin is cured using either hot water under hydrostatic pressure or steam pressure within the tube. The Cured-In-Place Pipe (CIPP) will be continuous and tight-fitting. 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.

Attachments RFP 320-200825TW FY26 Sewer Relining.pdf (1.67 MB) RFP 320-200825TW Addendum 1.pdf (150.42 KB)

Attachment Preview

Water Resources

Request for Proposal #: 320-200825TW

Sewer Main Relining FY26

Date of Issue: 1/16/2026

Proposal Due Date: 2/5/2026

At 02:30 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 320-200825TW

CONTRACTOR: _______________________________

Contents

SCOPE OF WORK ....................................................................................................................................... 3

II. RFP SCHEDULE ........................................................................................................................................10

III. MANDATORY PRE-BID MEETING.........................................................................................................10

IV. QUESTIONS................................................................................................................................................10

V. MINORITY BUSINESS PARTICIPATION ..............................................................................................11

VI. PROPOSAL SUBMITTAL.........................................................................................................................11

VII. REFERENCES ............................................................................................................................................11

VIII. CITY’S RIGHTS AND OPTIONS .............................................................................................................12

ATTACHMENT A: PROPOSAL/ACCEPTANCE FORM ..................................................................................13

ATTACHMENT B: ACCEPTED by the City of Rocky Mount........................................................................14

ATTACHMENT C: G E N E R A L C O N D I T I O N S..................................................................................15

ATTACHMENT D: SUPPLEMENTARY GENERAL CONDITIONS................................................................25

ATTACHMENT E: SUPPLEMENTAL VENDOR INFORMATION ..................................................................26

ATTACHMENT F: PROJECT SPECIAL PROVISIONS ..................................................................................27

ATTACHMENT G: PROJECT MAPS ..................................................................................................................46

ATTACHMENT H: MWBE FORMS ......................................................................................................................49

Standard Form of Informal Contract and General Conditions Page 2 of 49

RFP 320-200825TW

CONTRACTOR: _______________________________

CITY OF ROCKY MOUNT

STANDARD FORM OF INFORMAL CONTRACT

AND GENERAL CONDITIONS

FOR

Project ID# 320-200825TW

I. SCOPE OF WORK

GENERAL

It is the intent of this specification to provide for the reconstruction of pipelines and conduits by the installation of a

resin-impregnated flexible tube, which is tightly formed to the original conduit. The resin is cured using either hot

water under hydrostatic pressure or steam pressure within the tube. The Cured-In-Place Pipe (CIPP) will be

continuous and tight-fitting.

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

STREET OR ADDRESS

821 Stone Dr.

505 Forest Hill Ave.

804 Forest Hill Ave.

812 Forest Hill Ave.

820 Forest Hill Ave.

108 Collington Ct.

2608 Amherst Rd.

2616 Amherst Rd.

Park tennis court across

from 816 Forest Hill Ave.

UPSTMH

G-105-

002

G-105-

060

G-105-

007

G-105-

004

G-105-

018

G-105-

005

G-105-

059

G-105-

058

G-105-

003

DSTMH

G-105-018

G-105-007

G-105-004

G-105-003

G-105-004

G-105-060

G-105-59

G-105-011

SIZE

LENGTH

300

169

245

142

311

278

250

232

237

MATERIAL

VCP

NOTES

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

Standard Form of Informal Contract and General Conditions Page 3 of 49

RFP 320-200825TW

CONTRACTOR: _______________________________

Park tennis court across

from 816 Forest Hill Ave.

1701 Augustus Dr.

1721 Augustus Dr.

1733 Augustus Dr.

1733 Augustus Dr. and

Cloverdale Dr.

1804 Augustus Dr.

1812 Augustus Dr.

Cloverdale Dr. between

Augustus Dr. and

Farmington Rd.

Cloverdale Dr. between

Lenoir Dr. and

Farmington Rd.

TOTAL LENGTH

G-105-

011

G-113-

021

G-113-

023

F-113-

016

F-113-

023

F-113-

018

F-113-

019

F-113-

017

F-112-

026

G-105-063

G-113-023

F-113-016

F-113-017

F-113-018

F-112-034

394

310

316

306

342

215

197

405

563

5,212 ft

VCP

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

BROKEN PIPE ROOTS IN

JOINTS

PRODUCTS

Product, Manufacturer/Installer Qualification Requirements

Since sewer products are intended to have a fifty-year design life, and in order to minimize the Owner’s risk, only

proven products with substantial successful long-term track records will be approved. All trenchless rehabilitation

products and installers must be pre-approved prior to the formal opening of proposals. The bidder shall utilize its own

forces for the work included in the pipelining process.

Products and Installers seeking approval must meet all of the following criteria to be deemed Commercially

Acceptable:

a) For a Product to be considered Commercially Proven, a minimum of 25 successful wastewater collection

system projects of a similar size and scope of work shall be performed in the U.S. and documented to the

satisfaction of the Owner to assure commercial viability.

b) For an Installer to be considered as Commercially Proven, the Installer must satisfy all insurance, financial,

and bonding requirements of the Owner. In addition, the Installer must have successfully installed at least

1,000,000 feet of a cured-in-place product in wastewater collection systems utilizing the exact product

intended for use on this project. Acceptable documentation of these minimum installations must be submitted

to the Owner. Installer’s project managers must have a minimum of 5 years of CIPP installation experience

with the exact product intended for use on this project.

c) Sewer rehabilitation products submitted for approval must provide third party test results supporting the

structural performance (short-term and long-term) of the product and such data shall be satisfactory to the

Owner. No product will be approved without independent third-party testing verification.

Standard Form of Informal Contract and General Conditions Page 4 of 49

RFP 320-200825TW

CONTRACTOR: _______________________________

d) Both the rehabilitation manufacturing and installation processes shall operate under a quality management

system which is third-party certified to ISO 9000 or other recognized organization standards. Proof of

certification shall be required for approval.

e) Proposals must be labeled clearly on the outside of the proposal envelope, listing the product name and

installer being proposed. Only proposals using pre-approved products and installers will be opened and read.

Proposals submitted on products and/or from installers that have not been pre-approved will be returned

unopened.

The owner authorizes the use of proven materials that serve to enhance the pipe performance specified herein.

Proven materials have passed independent laboratory testing, not excluding long-term (10,000 hour) structural

behavior testing and have been successfully installed to repair failing host pipes in the U. S. for at least 5 years. In

addition to the aforementioned, the owner may require that the contractor demonstrate that the enhancements

proposed exceed the specifications herein, prior to the installation of the enhanced material systems. This section in

no way shall be interpreted as authorization to deviate from the minimum standard practices set forth herein.

Documentation for products and installers seeking pre-approved status must be submitted no less than two weeks

prior to proposal due date to allow time for adequate consideration. The Owner will advise of acceptance or rejection

a minimum of three days prior to the due date. All required submittals must be satisfactory to the Owner.

Materials

a) Tube - The sewn Tube shall consist of one or more layers of absorbent non-woven felt fabric and meet the

requirements of ASTM F1216, Section 5.1 or ASTM F1743, Section 5.2.1 or ASTM D 5813, Sections 5 and

6. The tube shall be constructed to withstand installation pressures, have sufficient strength to bridge missing

pipe, and stretch to fit irregular pipe sections. Tube shall be manufactured in the USA by the installer.

b) The wet-out Tube shall have a relatively uniform thickness that when compressed at installation pressures

will equal or exceed the calculated minimum design CIPP wall thickness. Tube shall be wet out by the

installer.

c) The Tube shall be manufactured to a size that when installed will tightly fit the internal circumference and

length of the original pipe. Allowance should be made for circumferential stretching during installation.

d) The outside layer of the Tube shall be coated with an impermeable, flexible membrane that will contain the

resin and allow the resin impregnation (wet out) procedure to be monitored.

e) The Tube shall contain no intermediate or encapsulated elastomeric layers. No material shall be included in

the Tube that may cause delamination in the cured CIPP. No dry or unsaturated layers shall be evident.

f) The wall color of the interior pipe surface of CIPP after installation shall be a relatively light reflective color so

that a clear detailed examination with closed circuit television inspection equipment may be made.

g) Seams in the Tube shall be stronger than the non-seamed felt material.

h) The Tube shall be marked for distance at regular intervals along its entire length, not to exceed 5 ft. Such

markings shall include the Manufacturers name or identifying symbol.

i) Resin - The resin system shall be a corrosion resistant polyester or vinyl ester system including all required

catalysts, initiators that when cured within the tube create a composite that satisfies the requirements of

ASTM F1216, ASTM D5813 and ASTM F1743, the physical properties herein, and those which are to be

utilized in the submitted and approved design of the CIPP for this project. The resin shall produce a CIPP

that will comply with the structural and chemical resistance requirements of this specification.

Waterstop

A non-metallic, non-bentonite “hydrophilic” chloroprene rubber water stop shall be provided on all sanitary sewer

mains, 15- inch or greater, during the pipelining process. Moisture-activated, the water stop shall increase in size to

Standard Form of Informal Contract and General Conditions Page 5 of 49

This page summarizes the opportunity, including an overview and a preview of the attached documents.

* Disclaimer: This website provides information about bids, requests for proposals (RFPs), or requests for qualifications (RFQs) for convenience only and does not serve as an official public notice. Individuals who wish to respond to or inquire about bids, RFPs, or RFQs should contact the relevant government department directly.

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FY26 Sewer Main Relining

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