Isolation_Valve_Contract-March_2026.doc
DOC document 98 KB Posted
- Attached to
- ISOLATION VALVE PROJECT: REBID
- Solicitation number
- 2026-IFB-060
- Issued by
- Hockley County, Texas
About this file
This is a specification and contract document for the City of Greenville Public Works Department in Texas, soliciting bids for an Isolation Valve Project (2026-IFB-056). The project requires contractors to furnish all labor, materials, equipment, and incidentals necessary to install fully functional insertion valves on existing pressurized water mains at 29 locations throughout Greenville without interrupting water service. The isolation valves must be installed using an approved insertion-valve method maintaining pipeline pressure and water quality at all times, with valves rated for a minimum 250 psi working pressure on pipe sizes ranging from 6 inches to 16 inches in diameter. Sealed bids are due by 3:00 p.m. local time on April 7, 2026, with submissions accepted electronically through https://procurement.opencov.com/portal/greenvilletx or by mail to P.O. Box 1049, Greenville, TX 75401. The City Council will consider bid award at a regular scheduled meeting at the Municipal Building following the bid opening. The contract will be established with a one-year firm pricing period. The document was prepared by the City of Greenville Engineering Department in February 2026 and advertised in the Greenville Herald Banner on March 21, 2026, and March 28, 2026.
Approved valve manufacturers include the Hydra-Stop Insta-Valve 250 or equal products approved by the City seven days prior to installation, with valves featuring full-port or near full-port design with permanent resilient-seated gates and stainless steel or epoxy-coated ductile iron bodies. Required contractor submittals include valve manufacturer data sheets, installation procedures and equipment descriptions, manufacturer installer certifications, and shop drawings showing valve locations and dimensions. The City is responsible for calling locates, excavating pits, providing traffic control, barricades, trench safety, pipe support, valve box installation, backfill, compaction, and street repairs. The contractor is responsible for site preparation, hot-tap insertion operations, polyethylene encasement of ductile iron components per ASTM D-1248-78, and permanent marking of valve locations by curb cuts and measurements from nearby landmarks. The City of Greenville reserves the right to reject any or all bids, waive technicalities, and readvertise if deemed necessary.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ISOLATION_VALVE_PROJECT:_REBID.pdf | ||
| ISOLATION_VALVE_PROJECT:_REBID.pdf | ||
| ISOLATION_VALVE_ADVERTISEMENT.pdf | ||
| Hydra-Stop_250_Spec.pdf | ||
| Hydra-Stop_250_Spec.pdf | ||
| ISOLATION_VALVE_ADVERTISEMENT.pdf | ||
| Isolation_Valve_Contract-March_2026.doc | DOC document |
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Text version
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
ISOLATION VALVE PROJECT
2026-IFB-056
CITY OF GREENVILLE
JERRY RANSOM
MAYOR
RAMON RODRIGUEZ
PLACE 1
T.J. GOSS
PLACE 2
PHILIP R. SPENCER
PLACE 3
TIM KRUSE
PLACE 4
BEN COLLINS
PLACE 5
KENNETH FREEMAN
PLACE 6
CITY MANAGER – SUMMER SPURLOCK
INDEMNIFICATION CLAUSE INCLUDED
AT
SUPPLEMENTARY GENERAL PROVISIONS,
SECTION 12-4 B
AND
SECTION 12-8, 4TH PARAGRAPH
Prepared by:
CITY OF GREENVILLE
ENGINEERING DEPARTMENT
February 2026
CITY OF GREENVILLE
PUBLIC WORKS Isolation Valve Project
2026-IFB-056
Bids will be accepted until 3:00 P.M. local time on April 7, 2026 Bid responses can be submitted through https://procurement.opengov.com/portal/greenvilletx or by mail to PO Box 1049, Greenville, TX 75401. Bid responses may be delivered to City of Greenville Purchasing Department 2821 Washington Street, Greenville, TX 75401. All bids must be received in the Finance Office by the time and date mentioned above and clearly marked.
Late bids will not be accepted.
Until the final award, the City of Greenville reserves the right to reject any or all bids, to waive technicalities, to readvertise, to proceed otherwise in the best interest of the City.
The City Council will consider the award of the bid at a regular, scheduled meeting at the Municipal Building, or as soon thereafter as may be reasonably convenient.
In accordance with Uniform Commercial Code 2-205, the bid will be irrevocable from the time and date of the bid opening until the bid is accepted or rejected by the City Council.
CITY OF GREENVILLE
To be advertised in the Greenville Herald Banner:
On:
March 21, 2026 And:
March 28, 2026
ARN: 4322_____
DESCRIPTION
This section covers furnishing all labor, materials, equipment, and incidentals required to install fully functional insertion valves on existing pressurized water mains without interrupting water service. The valves shall be installed using an approved insertion-valve method that maintains pipeline pressure and water quality at all times.
References
AWWA C515 – Reduced-Wall Resilient-Seated Gate Valves
AWWA C800 – Underground Service Line Materials
AWWA C651 – Disinfection of Water Mains
Manufacturer’s published installation instructions
Local utility standards (as applicable) Submittals
Contractor shall submit:
Valve manufacturer data sheets for approval prior to ordering parts Installation procedure and equipment description
Certification of installer training by manufacturer
Shop drawings showing valve location and dimensions
PRODUCTS
Insertion Valve Assembly
Insertion valve shall:
Be specifically designed for hot-tap/insertion installation on a live main.
Be full-port or near full-port design with permanent resilient-seated gate.
Have a stainless steel or epoxy-coated ductile iron body.
Be rated for minimum 250 psi working pressure.
Be compatible with host pipe material (PVC, DIP, CIP, OR AC).
Include all necessary sleeves, templates, cutters, and sealing components.
Meet NSF 61 and NSF 372 requirements.
Approved manufacturers (one of the following):
· Hydra-Stop Insta-Valve 250
· Or equal approved by City 7 days prior to installation.
Valve Box and Appurtenances
Valve operating nut: 2" square unless otherwise specified. City to provide valve box while backfilling.
EXECUTION
Preparation
City to call for locates
City to excavate pit
City to provide Traffic Control and barricades
City to provide Trench Safety City to support pipe per manufacturer’s requirements Contractor to keep the trench dewatered and clean.
Installation Procedure
Clean host pipe surface and verify pipe OD.
Install the insertion-valve sleeve/clamp assembly centered on the proposed valve location.
Perform torquing of bolts in a star pattern to manufacturer-specified values.
Attach valve insertion machine and confirm proper alignment.
Perform hot-tap/cut-in operation under pressure.
Insert valve gate and complete installation per manufacturer instructions.
Verify valve operation through full travel.
City to install valve box centered over operating nut.
Contractor to keep completed valve assembly exposed until the City has inspected. Only after inspection and acceptance is the contractor allowed to wrap the assembly in polyethylene.
Marking Valve Locations
Each valve shall have the location of the valve permanently marked by cutting a “V” in the curb and providing no less than three measurements from landmarks nearby.
Polyethylene Encasement of Ductile-Iron fittings and Appurtenances
The CONTRACTOR shall install polyethylene encasement around underground installations of ductile-iron pipe, ductile iron fittings, valves and other ductile iron appurtenances.
Polyethylene shall be manufactured of virgin polyethylene material conforming to ASTM Standard Specification D-1248-78.
Polyethylene encasement shall prevent contact between the pipe and the surrounding backfill and bedding material, but is not intended to be a completely airtight and watertight enclosure. Overlaps shall be secured by the use of adhesive tape, plastic string, or any other material capable of holding the polyethylene encasement in place until backfilling operations are completed.
Backfill, compaction and Street Repairs
City to backfill, compact and make street repairs.
INSERTABLE VALVE PROJECT LOCATIONS
3108 Caddo – West of water tower, 12” cast
Hemphill & Roberts – 8” cast
Spencer & Texas – 6” cast
Bourland & Stuart – 8” cast (2x)
3504 Templeton – 8” cast
3411 Sayle – 8” cast
Cornelia & Tennis – 6” cast
Caddo & Texas – east of intersection, 12” cast
Marshall & Travis – 8” cast
Cleveland & Gordon – 8” cast
Division & Bois D’arc – 6” cast
Pollard & Henderson – 6” cast
Frazier & Bois D’arc - 6" cast
Creekside Church – north of church, 12” pvc
Patti J & FM 1570 – east of intersection, 6” cast
3101 Hwy 69 – 16” RCP with linestop Silver & King – 6” cast
Third & Jones – 6” cast
Third & Oneal – 6” & 8” cast
Third & Cornelia – 6” cast (2x)
Third & Division – south of intersection, 6” cast � EMBED MS_ClipArt_Gallery ���
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