Replace Holcomb Blvd Culvert Pipe

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

To demolish and replace an existing reinforced concrete pipe (RCP), drop inlets, and concrete headwall located under Holcomb Blvd near the intersection of Holcomb Blvd and Brewster Blvd. The project aims to restore flow to the swale by clearing outfall buildup.

• Demolish and remove existing RCP, drop inlets, and headwall.

• Replace with approximately 230' of new Class V 18” RCP.

• Install 1 new cast-in-place headwall and 2 new precast drop inlets.

• Install rip rap at the discharge point of the new RCP.

• Repair or replace any damaged existing pavement markings.

• Clean out buildup of stone and sediment at the outfall.

• The document does not explicitly state the period of performance or specific place of performance beyond the intersection of Holcomb Blvd and Brewster Blvd.

• Demolition: Measure and record inverts/elevations prior to demolition. Dispose of all demolition debris off base. Protect adjacent roadways, utilities, and features. Provide sheeting, shoring, dewatering, and safety measures. Handle any encountered Asbestos-Containing Material (ACM) according to testing, abatement, and disposal procedures.

• New Work: Ensure pipe bedding is stabilized before pipe placement.

• Utilities: Locate all underground utilities before ground disturbing activities. Preserve and protect existing utilities. Contractor is responsible for any damage to utilities, including telecommunications and commercial cabling. Coordinate commercial cabling with providers. All utility work must comply with applicable state and local codes.

• General: Field verify all measurements. Keep jobsite clear of debris and trash. Contractor is responsible for all aspects of environmental, health and safety (EHS).

• Traffic Control: Contractor is responsible for pedestrian and vehicular traffic detours, signage, and barricades per base, state, and federal requirements. A traffic control plan must be submitted for approval at least 21 days before work begins. Maintain two-way traffic on Holcomb Blvd and access to Brewster Blvd and the water plant. All road and lane closures require approval. Road closures must be submitted 21 days prior to the date of closure with a traffic control plan compliant with MUTCD and EM 385-1-1. Follow NC DOT traffic control requirements for lane closures and temporary crossovers as noted on sheets C506 and C507.

Solicitation / RFP / RFQ

This solicitation is for the "Replace Holcomb Blvd Culvert Pipe" project at MCB Camp Lejeune, North Carolina. The project involves replacing a culvert pipe.

• Replacement of Holcomb Blvd Culvert Pipe.

• Project completion is expected within 120 days after award.

• The project is classified as "Heavy Construction".

• Specific wage determination rates and classifications are provided, including requirements for minimum wages and potential paid sick leave.

• Buy American requirements for construction materials are applicable.

• Estimated Cost Range: $250,000 to $500,000.

• Contract Completion Date: 120 days after award.

• Wage Determination: General Decision Number NC20250082 dated 01/03/2025.

• Liquidated Damages: $880 per Calendar Day.

• Proposal Acceptance Period: 60 days from receipt of offers.

• Basis for Award: Lowest Price.

• Proposal Due Date: January 7, 2026, 3:00 PM EST.

• Proposals are to be submitted via email to emily.a.walton6.civ@us.navy.mil AND lauren.f.loconto.civ@us.navy.mil.

• Requests for Information (RFIs) must be submitted to emily.a.walton6.civ@us.navy.mil by 12/29/2025, 3:00 PM EST.

• Bid bonds are required based on dollar values: none for proposals <$35K, payment bond for proposals $35K-$150K, and bid, payment, and performance bonds for proposals >=$150K.

• Only the following contractors may submit a proposal: Quadrant Construction, Inc., Civil Works Contracting, LLC, and Riza Construction, Inc.

• A site visit is scheduled for Wednesday, December 17 at 2:00 PM. Contractors should meet in front of Bldg 1005.

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

• Specifications and drawings are posted on https://sam.gov/.

Form / Attachment / Pricing Sheet

This document is a pricing sheet for Solicitation No. N40085-26-R-9003, Project No. 24-0041, related to the "Replace Holcomb Blvd Culvert Pipe" project at MCB Camp Lejeune, North Carolina. It requires offerors to provide prices for specific Exhibit Line Items (ELINs).

• ELIN 0001: Price for replacement of the Holcomb Blvd culvert pipe.

• ELIN 0002 (Option 1): Price for placing supplemental stone base.

  • Estimated Quantity: 250 Tons

• ELIN 0003 (Option 2): Price for unsuitable soil replacement.

  • Estimated Quantity: 500 CY

• ELIN 0004 (Option 3): Price for ACM pipe removal.

  • Estimated Quantity: 200 LF

• All ELIN prices must include all applicable costs, overhead, and profit.

• A total price for ELINs 0001 - 0004 is required.

• Bidders must submit prices on all line items. Failure to do so may result in rejection as non-responsive.

• The Government will evaluate offers for award purposes by adding the prices for ELINs 0001 through 0004.

• The evaluation of options does not obligate the Government to exercise them.

Forms / Attachments / Pricing Sheets

This document contains the drawings and details for the "Replace Holcomb Blvd Culvert Pipe" project at Marine Corps Base, Camp Lejeune, N.C. It provides the technical specifications and visual representations necessary for the construction and installation of the new culvert pipe system.

• Drawing Index (Sheet G001): Lists all included drawings, such as Vicinity and Location Plan, Existing Conditions, Demo Plan, Site Plan, Pipe Installation Details, Concrete Endwall Details, Concrete Drop Inlet Details, Drop Inlet Grate and Frame Details, and Asphalt Patch Detail.
• Site Plans (Sheets C100-C102): Illustrate existing conditions, demolition scope, and the proposed site layout for the new culvert pipe.
• Installation Details (Sheets C501-C507): Provide specific instructions and diagrams for pipe installation methods, endwall construction, drop inlet details, asphalt patching, and traffic control measures.
• Standard Drawings: Includes North Carolina Department of Transportation standard drawings for pipe installation, precast concrete endwalls, concrete drop inlets, and traffic control.

This document is critical for bidders to understand the full scope of work, including the demolition of existing infrastructure, the specifications for new culvert pipe installation, and all associated site work. It details the materials, dimensions, and construction methods required, directly impacting the bidding process and project execution. Bidders must review these drawings thoroughly to accurately estimate costs and timelines.

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

This document outlines the scope of work for the "Replace Holcomb Blvd Culvert Pipe" project (Project # 24-0041) at Marine Corps Base Camp Lejeune, North Carolina.

• Demolish and replace existing reinforced concrete pipe (RCP), drop inlets, and concrete headwall under Holcomb Blvd near the intersection of Holcomb Blvd and Brewster Blvd.

• Replace the existing pipe with approximately 230' of new Class V 18” RCP.

• Install one new cast-in-place concrete headwall and two new precast concrete drop inlets.

• Install rip rap at the discharge point of the new RCP.

• Repair or replace any existing pavement markings damaged during demolition or construction.

• Clean out the existing outfall to restore flow to the swale, which has a buildup of stone and sediment.

• All demolition debris must be disposed of off-base.

• Demolition must protect adjacent roadway, utilities, and features to remain.

• Sheeting, shoring, dewatering, and safety measures are required for demolition.

• Asbestos-containing material (ACM) utilities may be present and must be abated and disposed of if encountered.

• Pipe bedding must be stabilized prior to pipe placement.

• Pavement markings must be repaired or replaced to match the original to the contracting officer's satisfaction.

• Sod any disturbed areas upon completion of construction.

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

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

• Location: Marine Corps Base Camp Lejeune, North Carolina, at the building and/or area as described in the attached project description.

• Contractor shall measure and record all inverts and elevations prior to demolition.

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

• Contractor shall field verify all measurements.

• Contractor shall 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 for coordinating commercial cabling with commercial cabling providers.

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

• Contractor shall coordinate all construction activities with ROICC, I&E, and base utilities.

• 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).

• Traffic control plan must be submitted 21 days prior to starting work.

• Two-way traffic must be maintained on Holcomb Blvd and access to Brewster Blvd and the water plant must be maintained.

• Road closures must be requested and approved by the contracting officer 21 days prior to closure.

• Follow NC DOT traffic control requirements for lane closures and temporary crossovers.