“City of Havelock, 2025 Lateral, Sewer Main, and Water Main Repair on McDonald Blvd. 321 McDonald Blvd. Havelock, NC. 28532”
Closed State & local contract opportunity Posted
- Solicitation number
- 294-29405072025
- State
- North Carolina
- Responses due
Opportunity facts
- Jurisdiction
Opportunity details come from evp.nc.gov. Updated .
About this opportunity
The City of Havelock, located in North Carolina's Cumberland County, is seeking bids for a comprehensive infrastructure repair project at 321 McDonald Boulevard. The procurement involves repairing and replacing critical sewer and water infrastructure, specifically a sewer lateral, sewer main, and water main. The project scope includes replacing approximately 20 linear feet of 8" PVC SDR 35 Gravity Sanitary Sewer Service at a depth of 13', rebuilding three 4" lateral service connections, and replacing approximately 120 linear feet of 8" C-900 water main that has vertically deflected. Key deliverables require the contractor to adhere to OSHA trench safety standards, manage traffic control, ensure resident driveway accessibility, and complete all necessary asphalt and concrete restoration. The bid is structured with two separate line items, with the City reserving the right to accept partial or complete bid components. Proposals are due by 11:00 AM EST on May 21, 2025, with a required performance period of 20 calendar days from the Notice to Proceed. Contractors must submit an E-Verify Affidavit and comply with North Carolina statutory requirements.
There are no specific set-aside designations or restrictions mentioned for disadvantaged enterprises in this procurement. The project does not indicate preferences for minority-owned or small businesses. Liquidated damages of $300 per day will be imposed for work extending beyond the performance period, which suggests strict compliance expectations. While no incumbent vendors are listed, the bid requires contractors to demonstrate technical capability in utility infrastructure repair, including water valve actuation, utility line isolation, and precise restoration techniques. The project mandates 98% standard proctor compaction and requires contractors to notify city representatives 48 hours in advance of any water service interruptions, with a maximum allowable outage of twelve hours. Though a specific budget range is not provided, the comprehensive infrastructure repair suggests a potentially significant investment in municipal infrastructure rehabilitation. Contractors will be responsible for providing all necessary labor, materials, and equipment to complete the project successfully.
Opportunity text
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
Files
| File | Type | Posted |
|---|---|---|
| Bid 2025 Lateral, Sewer Main, and Water Main Repair on McDonald Blvd.pdf |
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