Drainage Repairs 1230 Area SWP13

Amendment / Modification

This amendment provides answers to vendor requests for information regarding the solicitation N40085-26-R-9020 for Drainage Repairs 1230 Area SWP13.

Key clarifications include:

• Pipe Sizing: For a 27" pipe noted on drawing C102, the existing pipe is 27" CMP. The contractor should provide equivalent RCP to ensure proper separation of utilities. A suggestion for a 30" RCP was made, but the government clarified to match the existing size with equivalent material.
• Streetlight Removal/Reset: The base will not support temporary streetlight removal. The lights are fed from the back of Building 1231. The lighting circuit will be down for approximately one month.
• Forebay Size: The hatch mark for note 8 on drawing C102 is inaccurate regarding the forebay size. The forebay is approximately 90 feet long from the retention pond edge to the pipe outlet, with an existing slope of 2:1. The intent is to refresh the entire forebay.

This amendment addresses specific questions related to drawings and site conditions.

The time and date for receipt of proposals remain unchanged. Bidders are reminded to acknowledge this amendment when submitting their proposal, as failure to do so may result in rejection.

Amendment / Modification

• This amendment (0001) provides the Site Visit Sign-in Sheet for solicitation N40085-26-R-9020, Project # 25-0001, "Drainage Repairs 1230 Area SWP13".

• The time and date for receipt of proposals remain unchanged.

• Offerors are instructed to acknowledge receipt of this amendment with their proposal submission.

• The primary content added is the Site Visit Sign-in Sheet, which lists attendees from various companies.

• The deadline for proposal submission has not changed.

• Failure to acknowledge this amendment may result in the rejection of a proposal.

Other / Unclassified

This document is a Decision Memorandum (DM) regarding the Categorical Exclusion (CATEX) for the Commissary 1230 Area SWP13 Drainage Repairs project at Marine Corps Base Camp Lejeune. It documents the decision to exclude the project from the need for an Environmental Assessment (EA) or Environmental Impact Statement (EIS) based on National Environmental Policy Act (NEPA) requirements.

This document outlines the scope of work for repairing or replacing storm water drainage measures between the Main-Side Commissary 1230 Area and Storm Water Pond-13. The project aims to restore positive storm water flow, alleviate sinkholes, improve drop inlets, and address flooding issues caused by failing drainage systems. It also details specific environmental conditions and restrictions that may apply to the project, including land use restrictions for aquifer use, potential groundwater contamination (BTEX), and the need to protect existing monitoring wells. Bidders should note the project ID (25M001CN) and the start date (February 1, 2025) and end date (December 31, 2025) for the project. The document also references enclosures containing a REIR, supporting documents, and applicable conditions that may be relevant for understanding project requirements and environmental considerations.

Solicitation / RFP / RFQ

This solicitation is for Drainage Repairs at 1230 Area, MCB Camp Lejeune, North Carolina. The estimated cost range is between $500,000 and $1,000,000. The contract completion date is 120 days after award.

• Drainage repairs behind Commissary Bldg. 1230.

• Includes work associated with unforeseen asbestos-containing material (ACM), such as piping, pipe insulation, and HVAC insulation, including identification, removal, packaging, and disposal.

• Excludes work described in ELIN 0001 from ELIN 0002.

• Contract Type: Lowest Price

• Period of Performance: 120 days after award

• Estimated Cost Range: $500,000 - $1,000,000

• Liquidated Damages: $880 per Calendar Day

• Proposal Due Date: April 16, 2026, 2:00 PM EST

• Proposals must be submitted via email to jessica.r.huebner.civ@us.navy.mil and lauren.f.loconto.civ@us.navy.mil.

• Evaluation will be based on Lowest Price.

• Offers must be submitted on all line items; failure to do so may result in rejection.

• Evaluation of options (NOV 2025) will be considered for award purposes.

• Only the following contractors may submit a proposal: Mechworks Mechanical Contractors, Inc.; North State Mechanical, Inc.; and R&W Construction Company, Inc.

• A site visit is scheduled for March 23, 2026, at 9 AM EST at Commissary Bldg. 1230.

• Bid bonds are required for proposals valued at $35K and greater (20% of proposal amount if required). Payment and/or performance bonds will be requested at the time of award.

• Proposals valued at $150K and greater require a bid bond, a payment bond, and a performance bond.

• Requests for Information (RFIs) cut-off date is April 2, 2026, 2:00 PM EST.

• Offerors are advised that funding may not become available, and no award will be made if funds are not available. Offerors will not be reimbursed for any effort or proposal costs.

• Wage determination information and Executive Orders regarding paid sick leave and minimum wage are included.

• Buy American Requirement-Construction Materials provision is included.

Statement of Work (SOW) / Performance Work Statement (PWS)

This project aims to demolish and replace existing stormwater pipes and structures, and clear overgrown vegetation at inlets and outlets for Commissary Bldg 1230 at Marine Corps Base, Camp Lejeune, North Carolina.

• Demolish and replace existing stormwater junction box, yard inlet, and curb inlets as noted in drawings.

• Demolish and replace existing stormwater pipes with Class III RCP, matching existing pipe diameters and providing bedding per drawings.

• Demolish and replace concrete headwall with a new cast-in-place headwall, including rip rap for stabilization.

• Remove all vegetation and debris as shown in the drawings.

• Provide a new precast endwall at the discharge point with rip rap for stabilization and a dissipation pad, ensuring all slopes are a maximum of 3:1.

• Sawcut and patch all asphalt removed for pipe and structure removal and replacement.

• Provide temporary pumps to reroute stormwater during construction.

• Maintain access between buildings 1230 and 1231 for dumpster and parking access at all times.

• Coordinate any planned utility outages with the ROICC a minimum of 14 days in advance.

• All utility work shall be in accordance with applicable state and local codes.

• Sod any disturbed areas upon completion of construction.

• Jobsite shall be kept clear of all debris and trash.

• Contractor shall be responsible for all aspects of environmental, health and safety (EHS).

• Location: Marine Corps Base, Camp Lejeune, North Carolina, at Commissary Bldg 1230.

• Contractor shall locate all underground utilities, including telecommunications and commercial cabling, prior to ground disturbing activities.

• Contractor shall field verify all measurements.

• Preserve and protect all existing utilities, including telecommunications and commercial cabling.

• Contractor is responsible for any damage to utilities, including telecommunications and commercial cabling.

• Contractor is responsible to coordinate commercial cabling with commercial cabling providers.

Forms / Attachments / Pricing Sheets

This document contains a series of detailed drawings and specifications related to "Drainage Repairs Behind Commissary Building 1230" at Camp Lejeune, NC. It serves as a technical reference for contractors to understand the scope and requirements of the project.

• Location Maps: Vicinity and site location maps showing the project area within Camp Lejeune.
• Site Plan: Detailed layout of the work area, including existing structures and roads.
• Existing Conditions: Drawings illustrating current underground utilities and site features.
• New Work Plan: Outlines the specific areas and types of drainage repairs to be performed.
• Detailed Drawings: Specific designs and dimensions for various drainage components, including:
  • Precast Junction Box Details (Sheet C501)
  • Concrete Drop Inlet Details (Sheet C502)
  • Curb Inlet Details (Sheets C503-C504)
  • Pipe Bedding Details (Sheet C505)
  • Concrete Headwall Details (Sheets C506-C507)
  • Precast Concrete Endwall Details (Sheet C508)
• Standard Drawings: References to North Carolina Department of Transportation (NCDOT) standard drawings for pipe installation and endwall construction.
• General Notes: Project-wide requirements including utility location, site safety, environmental considerations, and coordination with the ROICC.
• Disclosure of Information: Clauses regarding the release of contract-related information.

These drawings are critical for bidders to accurately estimate costs, understand the technical requirements, and plan the execution of the drainage repair work. They detail the specific components, materials, and installation methods required for the project.

Statement of Work (SOW) / Performance Work Statement (PWS)

This project aims to demolish and replace existing stormwater pipes and structures, and clear overgrown vegetation at inlets and outlets.

• Demolish and replace existing stormwater junction boxes, yard inlets, and curb inlets as per drawings.

• Replace existing stormwater pipes with class III RCP pipe, matching existing diameters and providing bedding.

• Demolish and replace concrete headwalls, providing rip rap for stabilization and a dissipation pad with 3:1 max slopes.

• Remove vegetation and debris as shown in the drawings.

• Sawcut and patch asphalt removed during pipe and structure replacement.

• Provide temporary pumps to reroute stormwater during construction.

• Ensure access between buildings 1230 and 1231 remains available for dumpster and parking.

• Coordinate any planned utility outages with the ROICC at least 14 days in advance.

• Not explicitly detailed, but general notes require sodding disturbed areas upon completion and keeping the jobsite clear of debris and trash.

• Not specified in this document.

• Locate all underground utilities, including telecommunications and commercial cabling, before ground disturbing activities.

• Field verify all measurements.

• Preserve and protect all existing utilities.

• Contractor is responsible for any damage to utilities.

• Coordinate commercial cabling with commercial cabling providers.

• All utility work must comply with applicable state and local codes.

• Coordinate all construction activities with ROICC, I&E, and base utilities.

• Contractor is responsible for all environmental, health, and safety (EHS) aspects and compliance with related policies and procedures.