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
Background
The City of Havelock, North Carolina, is issuing this solicitation for the repair of a sewer lateral, sewer main, and water main at 321 McDonald Blvd. The objective is to address infrastructure issues affecting the city's water and sewage systems, ensuring compliance with safety standards and maintaining service to residents.
Work Details
The project involves the following key tasks:
1. **Sewer Main Repair**: Replace approximately 20 feet of 8” PVC SDR 35 Gravity Sanitary Sewer Pipe, including three 4” Schedule 40 PVC lateral service connections.
2. **Water Main Replacement**: Replace approximately 120 feet of 8” C-900 water main that has deflected vertically from a depth of 3’ to 7’. The contractor must ensure proper isolation of water lines before replacement and notify residents of any outages at least 48 hours in advance.
3. **Traffic Control**: Maintain accessibility for residents during construction and implement traffic control measures as per specifications.
4. **Restoration**: Complete asphalt and concrete driveway restoration according to city specifications after repairs are made. All work must comply with OSHA standards, including Trench Box Safety protocols.
Period of Performance
The performance period for this contract is set at 20 calendar days from the issuance of the Notice to Proceed (NTP).
Place of Performance
All work will be performed at 321 McDonald Blvd., Havelock, NC.
Bidder Requirements
Bidders must possess a general contractor’s license for projects over $30,000 and comply with E-Verify requirements for employee work authorization. Additionally, out-of-state vendors must have a Certificate of Authority to Transact Business in North Carolina. Bids must include an itemized schedule detailing quantities, unit prices, and total costs for each work element.
