City of Havelock, 2025 Sewer Main Repair

Solicitation Number

294-29405282025

Department

Status Reason

Open

Opening Date

2025-06-19T14:00:00.0000000

Posted Date

2025-05-28T17:37:42.0000000Z

Commodity Code

Mandatory Conference/Site Visit

Special Instructions

Description

Objective: Repair of a section of sewer main between manholes W-34 and W-35. Scope:         The sewer main service is 8” Truss Pipe and is at a depth of approximately 11.5 feet deep. The sewer main is located between manholes W-34 and W-35 and travels underneath McCotter Blvd. The distance between manholes M-34 and M-35 is approximately 400’. Contractor shall be responsible for following all OSHA regulations, including the utilization of trench boxes for shoring.         The sewer service repair shall consist of replacement of no less than approximately 50’ of the 8” Truss pipe. Sewer Main Piping Replacement shall begin at manhole M34 and extend approximately 50’ to the West towards W-35, underneath McCotter Blvd. The new replacement pipe shall be inserted into manhole W-34 utilizing new boot connectors and shall be grouted inside and outside the manhole. Replacement of the portion of sewer main shall consist of 8” PVC SDR 35 Pipe. There are no service laterals within the approximate 50’ of sewer main replacement.         All dewatering shall be the responsibility of the contractor. Contractor shall design and supply a copy of all dewatering plans to a representative of the City of Havelock before the project is to begin. All dewatering shall follow all specifications under section 2 for dewatering within this Scope of Work.         Sanitary sewer bypass pumping shall be required during the course of this project. Contractor shall design and furnish all material, labor, equipment, power, fuel, fuel storage, maintenance, etc. to implement a temporary bypass arrangement for the purpose of diverting flow around the work area on a daily basis for the duration of the repair. Contractor shall furnish a copy of the bypass plan to a representative of the City of Havelock before this project is to begin. Access to residences for local traffic shall be maintained throughout duration of the repair.         McCotter Blvd is a DOT regulated roadway, contractor shall be responsible for all traffic control. All traffic control shall meet DOT requirements, the City of Havelock will be responsible for initiating an encroachment agreement between the City of Havelock, contractor, and the DOT. The contractor shall be responsible for following all specifications within the encroachment agreement and attending a DOT Pre-Con meeting before the projects beginning. A copy of all traffic control plans shall be submitted to a representative of the City of Havelock for approval, prior to any repair work beginning.         Pavement Restoration shall follow all DOT and City of Havelock specifications for asphalt repair. Pavement Restoration shall be a minimum of 24’ wide. There shall be a 12” Key-In within both sides of the utility cut and within any section of asphalt pavement adjoining existing asphalt pavement. See figure 3. The length of the Pavement Restoration shall be a minimum of 36’ long, which shall encompass the entire width of McCotter Blvd., and any depression created by the sanitary sewer repair and a 1’ Key-In for the asphalt restoration on both the North and South ends of the restoration. Any damage to the asphalt roadway created by contractors’ equipment during the course of this project shall be remediated to an as was or better condition, pavement remediation shall follow specifications within figure 3. All asphalt restoration shall follow specifications within section 9 of this Scope of Work. Damage to any ditches, landscaping, or concrete driveways must be remediated to an as was or better condition before the end of the project.         An area within the North Side of the parking lot at Sermons Park which is 280 McCotter Blvd. Havelock NC. 28532 will be utilized as a laydown area for both equipment and materials to be utilized within this project. See figure 2. A site visit is highly recommended but not mandatory.

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