240041 SOW.pdf
PDF 106 KB Posted
- Attached to
- Replace Holcomb Blvd Culvert Pipe
- Solicitation number
- N4008526R9003
About this file
This Scope of Work details a culvert pipe replacement project (Project # 24-0041) located near the intersection of Holcomb Blvd and Brewster Blvd. The project requires demolishing and replacing approximately 230 linear feet of existing reinforced concrete pipe (RCP), with new Class V 18" RCP, including installation of one cast-in-place headwall, two precast drop inlets, and rip rap at the discharge point. Critical requirements include properly disposing of demolition debris, protecting adjacent roadways and utilities, handling potential asbestos-containing materials, and maintaining two-way traffic on Holcomb Blvd.
Key contractor responsibilities include locating underground utilities, field verifying measurements, coordinating with base utilities and commercial cabling providers, submitting a traffic control plan at least 21 days prior to work, and ensuring environmental, health, and safety compliance. The project mandates maintaining access to Brewster Blvd and a nearby water plant, following NC DOT traffic control requirements, and sodding any disturbed areas upon construction completion. Contractors must also submit road closure requests a minimum of 21 days in advance and follow all base, state, and federal traffic management regulations.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amend01 240041.pdf | ||
| 24-0041 Site Visit Roster.pdf | ||
| Amend01 N4008524B0041 Dwgs - Revised.pdf | ||
| N4008524B0041 Specs.pdf | ||
| RFP 240041.pdf | ||
| 240041 Pricing Sheet Awarding All Options.pdf | ||
| N4008524B0041 Dwgs.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Scope of Work Replace Holcomb Blvd Culvert Pipe
Project # 24-0041
GENERAL DESCRIPTION:
This project will demolish and replace existing reinforced concrete pipe (RCP), drop inlets, and concrete headwall that runs under Holcomb Blvd near the intersection of Holcomb Blvd and Brewster Blvd. The pipe will be replaced with Class V 18” RCP. The headwall will be cast in place concrete. The drop inlets will be precast concrete. The outfall has a buildup of stone and sediment that will need to be cleaned out to restore flow to the swale.
DETAILED REQUIREMENTS:
Demo Notes:
1. Contractor shall measure and record all inverts and elevations prior to demolition.
2. All demolition debris must be disposed of off base.
3. All demolition shall be performed in a manner that protects adjacent roadway, utilities, and features that are to remain.
4. Existing roadway surface and base material shall be sawcut and removed as required for removal of the pipe and structures.
5. Contractor shall provide all necessary sheeting, shoring, dewatering, and safety measures required for demolition activities.
6. Asbestos-containing material (ACM) utilities may be present in the limits of disturbance. Any ACM encountered must be properly tested, abated, and disposed of.
New Work Notes:
1. Install approximately 230’ of new Class V 18” RCP in the locations shown on the plans.
2. Install 1 new cast in place or headwall and 2 new precast drop inlets in the locations shown on the plans.
3. Install the rip rap at the discharge point of the new RCP
4. Any existing pavement markings in the vicinity of the project limits that are damaged during demolition or construction must be repaired or replaced to match the original to the contracting officer’s satisfaction.
5. Ensure pipe bedding is stabilized prior to placement of pipe.
GENERAL NOTES:
1. Contractor shall locate all underground utilities, including telecommunications and commercial cabling, prior to ground disturbing activities.
2. Contractor shall field verify all measurements.
3. Preserve and protect all existing utilities, including telecommunications and commercial cabling.
4. Contractor is responsible for any damage to utilities, including telecommunications and commercial cabling.
5. Contractor is responsible to coordinate commercial cabling with commercial cabling providers
6. All utility work shall be in accordance with applicable state and local codes.
7. Contractor shall coordinate all construction activities with ROICC, I&E, and base utilities.
8. Sod any disturbed areas upon completion of construction.
9. Jobsite shall be kept clear of all debris and trash.
10. Contractor shall be responsible for all aspects of environmental, health and safety (EHS). Contractor shall be responsible for complying with its policies and procedures related to EHS matters.
TRAFFIC CONTROL NOTES:
1. The contractor is responsible for all pedestrian and vehicular traffic detours and must provide appropriate signage and barricades in accordance with all base, state, and federal requirements. Traffic control plan should be submitted to contracting officer and engineer for approval a minimum of 21 days before starting work.
2. Two way traffic must be maintained on Holcomb Blvd as well as access to Brewster Blvd and the water plant to the east of the site. All road and lane closures must be requested and approved by the contracting officer prior to closing of any roadways.
3. All road closures must be submitted to the contracting office a minimum of 21 days prior to the required date of closure and must include a traffic control plan in accordance with MUTCD and EM 385-1-1.
4. Follow all NC DOT traffic control requirements for lane closures and temporary crossovers as noted on sheets C506 and C507.
File details come from the government source that posted it. Updated .