This Solicitation opportunity from North Carolina was posted on May 7, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Sewer and Water Main Repair Project at McDonald Blvd, Havelock, NC

Closed

294-29405072025State & Local

Submission Closed05/21/2025, 12:00:00 AM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 221320

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NAICS: 221320

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FA4486 765 Abs Conf

POSTED

17 days ago

DEADLINE

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AI Contract Overview

The project involves repairing critical water and sewer infrastructure at 321 McDonald Blvd in Havelock, North Carolina. The scope includes replacing approximately 20 feet of an 8-inch PVC SDR 35 gravity sewer main, which is located at about 13 feet deep, along with three 4-inch lateral service connections that will be rebuilt into the new sewer pipe. Additionally, an 8-inch C-900 water main, which has vertically deflected from 3 feet to 7 feet below grade, will be replaced over a span of approximately 120 feet, extending 60 feet in each direction from the deepest deflection point. The existing utility cut, which measures 23 feet long and 7 feet wide, will need to be enlarged to accommodate the water main replacement. The contractor is responsible for all aspects of the work, including trench safety compliance, water valve actuation, line isolation, traffic control, and driveway restoration, ensuring minimal disruption to residents and adherence to specified standards. The project emphasizes timely communication with the city regarding water outages, which must be limited to a maximum of 12 hours, and requires thorough restoration of asphalt and concrete surfaces following completion. Bids are to be submitted by May 21, 2025, with the contract valued between $50,000 and $150,000, and the city retains discretion to accept all, part, or none of the submitted bids.

General Info

Agency

North Carolina → City of Havelock

NAICS

221320 - Sewage Treatment Facilities

Place of Performance

NC, USA

Set-Aside

NONE

Documents

City of Havelock: 2025 Lateral, Sewer Main, and Water Main Repair on McDonald Blvd

itb

High

AI Contract Breakdown

Uniform Contract Format

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Timeline

PhaseClosed

PostedMay 7

Solicitation

Response DeadlineMay 21

Deadline has passed

Submission Closed

05/21/2025, 12:00:00 AM UTC

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Organization & Contact Information

AgencyNorth Carolina → City of Havelock

ContactsNo contacts available

OfficeN/A

Organization / AgencyNorth Carolina → City of Havelock

Office AddressN/A

ContactsNo contact information available

Full Description

Objective: Repair of a sewer lateral, sewer main, and water main at 321 McDonald Blvd. Scope: The affected sewer main is an 8” PVC SDR 35 Gravity Sanitary Sewer Service at a depth of approximately 13’. The lateral is a 4” schedule 40 pipe the deepest depth being approximately 13’. The water main is an 8” C-900 pipe at a depth of 3’ which has vertically deflected to a depth of 7’ below grade. The contractor shall abide by all OSHA standards, including Trench Box Safety. There are two-line items within this Scope of Work. Each of the two-line items shall be bid separately within line items on the contractor’s quote. The City of Havelock shall retain the right to accept none, a portion of, or all of the bid line items within the contractor’s quote. The two-line items are at 321 McDonald Blvd. and are located within a current 23’ long 7’ wide utility cut. This location is assumed to be the sewer main which is 8” PVC SDR 35 at approximately 13’ deep. The sewer main shall be replaced from the affected breakage 10’ in each direction for a total of approximately 20’ of 8” PVC SDR 35 pipe. Within the 8” PVC SDR 35 Gravity Sanitary Sewer Pipe there will also be three 4” Schedule 40 PVC lateral service connections. The lateral service connections are to be rebuilt a minimum of 4’ back into the lateral service and into the newly installed 8” PVC SDR 35 Sanitary Sewer Pipe. There is an 8” C-900 water main within the same location which is at a depth of 3’ and has vertically deflected to an elevation of 7’ below grade. This water main shall be replaced approximately 60’ in both directions from the center of the deepest deflection for a total of approximately 120’ of 8” C-900 water main replacement; the current utility cut will have to be enlarged to accommodate the 8” C-900 water line replacement. The contractor shall be responsible for actuation of water valves and ensuring isolation of water lines before water line replacement shall begin. All traffic control shall be the responsibility of the contractor, all driveways shall be made accessible to residents during the course of this project. All traffic control shall be in accordance with the specifications within section 8. The contractor shall notify a City of Havelock representative of the water outage 48 hours in advance of the outage to allow notifications to be sent to all residents. In no case shall the water outage exceed a total of twelve hours from the time water service is shut off. All asphalt and concrete driveway restoration, including the existing utility cut, shall be the responsibility of the contractor. All restoration shall follow the specifications for asphalt and concrete driveway restoration. See section 9 for asphalt restoration and section 10 for concrete driveway restoration and figures 5 & 6