STEEL TOWER ROAD CULVERT REPAIR

Amendment / Modification

This amendment updates the Wage Determination for the "Steel Tower Road Culvert Repair" project.

• Updated Wage Determination: The General Decision Number has been updated from NC20260090 01/02/2026 Highway to NC20260090 05/18/2026 Highway.
• Affected Counties: The wage determination applies to the following North Carolina counties: Brunswick, Cumberland, Currituck, Edgecombe, Franklin, Greene, Hoke, Johnston, Nash, New Hanover, Onslow, Pender, Pitt, Wake, and Wayne.

This amendment primarily affects the wage rates applicable to various labor classifications as detailed in the updated General Decision Number.

• The time and date for receipt of proposals remains unchanged.
• Contractors are reminded to acknowledge this amendment when submitting their proposal. Failure to do so may result in rejection.

Amendment / Modification

This amendment (0005) provides answers to Requests for Information (RFIs) related to the "Steel Tower Road Culvert Repair" opportunity (N40085-26-R-9032).

Key clarifications include:

• Stream Bed Elevation: While not explicitly measured, contractors must field verify all measurements per the SOW. Pipe must be installed with a minimum 0.5% and maximum 3% slope.
• Pipe Invert Depth: The invert of proposed pipes should not exceed 6 inches below the streambed, correcting a potential error in Repair Note 1 of the drawings.
• Slope Stabilization: Rip rap may be used to stabilize the proposed 3:1 slopes, in lieu of sod.
• Concrete Demolition: Existing concrete at each approach embankment should be removed in its entirety.
• Pipe Bedding: #57 stone can be used to bed the proposed pipes up to the spring line, with ABC placed from the spring line to finish grade.

This amendment addresses questions pertaining to SOW requirements, drawings (specifically Repair Note 1 and the Seeding Schedule), and general construction methods.

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

Amendment / Modification

This amendment (0004) provides answers to contractor requests for information regarding the "Steel Tower Road Culvert Repair" opportunity.

Key clarifications include:

• Confirmation that the new double barrel 48" culvert consists of (2) 48' runs, as detailed in the SOW (Page 2, Repair Notes #1).
• Affirmation that new precast headwalls are acceptable.
• A negative response to substituting 48" HP pipe for RCP.
• Clarification that the new concrete roadway will not receive steel reinforcement. The existing concrete roadway is to be removed and backfilled with ABC Stone per the SOW.

This amendment addresses specific questions related to the SOW, particularly regarding culvert dimensions, headwalls, pipe substitution, and roadway reinforcement.

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

Amendment / Modification

This amendment (0003) to Solicitation N40085-26-R-9032 for the Steel Tower Road Culvert Repair project makes the following updates:

• Site Visit Sign-In Sheet: The sign-in sheet from the site visit is now enclosed.
• Liquidated Damages: It is clarified that liquidated damages do not apply to this project.

No specific sections of the original solicitation are mentioned as being replaced or modified, other than the administrative updates provided.

• Proposal Deadline: The time and date for receipt of proposals remain unchanged.
• Acknowledgement: Contractors are reminded to acknowledge this amendment when submitting their proposal. Failure to do so may result in rejection.

Amendment / Modification

• This amendment (0002) provides information regarding a site visit.

• The site visit is scheduled for Tuesday, May 5, 2026, at 0900.

• Attendees should meet outside Building 1005 and will then proceed to the site visit location.

• This amendment pertains to Solicitation N40085-26-R-9032 for the "Steel Tower Road Culvert Repair" project.

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

• Offerors are reminded to acknowledge receipt of this amendment when submitting their proposal. Failure to do so may result in rejection.

Amendment / Modification

This amendment (0001) to solicitation N40085-26-R-9032 updates information regarding attachments and the RFP file name. The time and date for receipt of proposals remain unchanged.

• RFP file name updated.

• The following attachments were added:

  • 25-0452 Steel Tower Road Culvert Repair - Submittal Register
  • Combined DIV 01 specs small projects
  • Contractor Environmental Guide Updated Format_20231009 with ESOP
  • MAXIMO Initial Equipment Inventory and Replacement

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

• Contractors must acknowledge receipt of this amendment when submitting their proposal. Failure to do so may result in rejection of the proposal.

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

This document outlines the work to be performed under the contract, which includes all items of work as described in the attached project description.

• The work will be located at Marine Corps Base Camp Lejeune, North Carolina, at a building or area to be specified by the Contracting Officer.

• Work will commence and be completed in phases as described in the attached project description.

• The contract includes provisions for the protection of existing vegetation, structures, equipment, utilities, and improvements. This involves removing or altering existing work to prevent injury or damage, and repairing or replacing portions of existing work that have been altered during construction to match existing or adjoining work.

• The Contractor is responsible for identifying and verifying existing underground facilities. This includes engaging a professional utility locator to scan the site and mark underground utilities. The Contractor must verify elevations before installing new work to avoid conflicts.

• Notification to the Contracting Officer's Representative (COR) is required 48 hours prior to starting excavation work.

• Government-furnished material and equipment will be indicated on drawings and in the scope of work, if applicable.

• Location: Marine Corps Base Camp Lejeune, North Carolina.

• The Contractor must comply with all special scheduling requirements as described in the attached project description.

• Permission to interrupt Station roads, railroads, and/or utility service requires a written request a minimum of 15 calendar days prior to the desired date of interruption.

• Contractor personnel must be familiar with and obey Activity regulations including safety, fire, traffic, and security regulations.

• Appropriate Personal Protective Equipment (PPE) must be worn in designated areas.

• Contractor equipment and delivery vehicles must be clearly identified with their company name.

• Access to Navy installations requires participation in the Defense Biometrics Identification System (DBIDS) or obtaining One-Day Passes.

• No smoking is permitted within or outside of buildings on installation, except in designated smoking areas.

• Regular working hours are 0730-1600, Monday through Friday, excluding Government holidays.

• Work outside regular hours requires COR approval with at least 15 calendar days' written notice.

• Utility cutovers and interruptions require a minimum of 14 calendar days' notice.

• The Contractor shall not operate or disturb control devices in the station utilities system.

• Security requirements include compliance with FAR 52.204-2 and FAC 5252.236-9301.

• In case of encountering Unexploded Ordnance (UXO), immediate contact with Military Police, EOD professionals, and the Contracting Officer is required. All contractor personnel performing ground disturbing activities must complete UXO awareness training.

• All submittals must be processed in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

• A Schedule of Prices must be submitted within 15 calendar days of notice of award.

• Payments will not be made until the Schedule of Prices has been submitted and accepted by the Contracting Officer.

• The Schedule of Prices must be separated into Primary Facilities Cost Breakdown and Supporting Facilities Cost Breakdown.

• Invoices must be processed in accordance with FAR 52.232-27 and FAR 52.232-5.

• The Contractor's invoice must be on NAVFAC Form 7300/30 and include QC certification.

• Monthly Estimates for Voucher are on NAVFAC Form 4330/54.

• Monthly Work-hour reports, Construction Progress Schedules, Safety Self Evaluation Checklists, submittal registers, solid waste disposal reports, certified payrolls, and updated testing logs are required.

• Submittals and invoices must be submitted via Wide Area WorkFlow (WAWF).

• Final invoices require specific certifications and releases.

• Payments are subject to reductions for overpayments or increases for underpayments.

• Progress payments may be made for onsite and offsite materials under specific conditions.

• All submittals must be processed through the Naval Facilities Engineering Command's (NAVFAC's) Electronic Construction and Facility Support Contract Management System (eCMS).

• All project documentation uploaded into eCMS must be designated as "U" (UNCLASSIFIED) or "CUI" (CONTROLLED UNCLASSIFIED INFORMATION).

• Minimum insurance coverage is required by FAR 28.307-2.

• Project superintendent must have a minimum of 10 years of construction experience, with at least 5 years as a superintendent on similar projects.

• A preconstruction meeting is required within 35 calendar days after award of the contract.

• Facility turnover planning meetings (Red Zone Meetings) are required.

• A partnering session must be hosted within 45 calendar days of contract award.

• Contractor shall mobilize to the jobsite within 60 calendar days after contract award.

• Governmental safety requirements are detailed in Section 01 35 26.

• Health, Safety, and Emergency Response Procedures for Contaminated Sites are detailed in Section 01 35 29.13.

• Temporary Environmental Controls are detailed in Section 01 57 19.

• Quality Control program requirements are detailed in Section 01 45 10.

• GIS Data Deliverables are detailed in Section 01 78 30.00 22.

• Operation and Maintenance Data is detailed in Section 01 78 23.

• Facility Electronic Operation and Maintenance Support Information (eOMSI) is detailed in Section 01 78 24.00 20.

This document is Section 01 11 00, "SUMMARY OF WORK," and provides a general overview of the contract requirements. Specific details for various aspects of the work are found in other referenced sections.

Form / Attachment / Pricing Sheet

This document is a Submittal Register, which serves as a log for tracking submittals required for the "STEEL TOWER ROAD CULVERT REPAIR" project. It details various submittals, their corresponding specification sections, and provides columns for tracking approval dates and actions.

• Submittal Register: Lists specific items that contractors must submit to the government for review and approval.
• Categories: Submittals are organized by specification sections (e.g., SD-01 PRECONSTRUCTION SUBMITTALS, SD-11 CLOSEOUT SUBMITTALS, SD-06 TEST REPORTS, SD-07 CERTIFICATES).
• Specific Items: Includes items such as Schedule of Prices, List of Contact Personnel, Construction Schedule, Accident Prevention Plan, Quality Control Plan, Environmental Protection Plan, and various reports and certifications.
• Tracking Columns: Provides fields for Contractor, Approving Authority, dates for submission, review, and action, and remarks.

This register is crucial for bidders to understand the full scope of documentation and approvals required throughout the project lifecycle. It outlines the specific submittals needed before, during, and after construction, helping bidders to accurately plan their project management and compliance efforts. Bidders should review this list to ensure they can meet all submission requirements and deadlines as part of their proposal.

Other / Unclassified

This document is the "Contractor Environmental Guide" for Marine Corps Base Camp Lejeune, updated September 2023. It serves as a comprehensive resource for contractors working on the installation, outlining environmental laws, regulations, policies, and specific requirements to ensure compliance and protect environmental quality.

This guide is crucial for any contractor performing work aboard MCB Camp Lejeune or MCAS New River. It details:

• Environmental Management System (EMS): Explains the framework for integrating environmental considerations into all operations.
• Specific Environmental Areas: Covers requirements for Air Quality, Environmental Emergency Planning and Response, Cultural Resources, Hazardous Materials/Waste Management, Asbestos, Lead-Based Paint, Natural Resources, Stormwater, Solid Waste/Recycling/Pollution Prevention, Potential Discovery of Undocumented Contaminated Sites, Permitting, and Temporary Construction.
• Training Requirements: Mandates specific environmental awareness and EMS training for all personnel.
• Points of Contact: Provides essential contact information for various environmental offices and emergency response.
• Regulatory Compliance: Highlights the importance of adhering to Federal, State, and local environmental laws and installation-specific policies.

Contractors must review this guide to understand their environmental responsibilities and ensure their work complies with all applicable regulations and procedures to avoid penalties and maintain mission readiness.

Form / Attachment / Pricing Sheet

This document is a form for collecting initial equipment inventory and replacement/update information, likely for use with the MAXIMO system. It serves to document existing equipment, equipment to be demolished/removed, and details for new or replacement equipment.

• Type of Equipment: A comprehensive checklist of various mechanical and HVAC equipment (e.g., Generators, Chillers, Pumps, Air Handlers, Heaters, Boilers).
• Demolished/Removed Equipment: Fields to record Maximo number, serial number, and location of equipment being removed.
• New/Replacement Equipment: Fields for Manufacturer, Model Number, Serial Number, Type (e.g., Electric, Oil, Gas, Steam, Hot Water), and detailed motor data (HP, Volts, Phase, RLA, RPM, Frame).
• Additional Equipment Details: Fields for Tons, Number of Motors, Number of Belts, and Refrigerant Type.
• Administrative Fields: Data Collector, Phone, Date, Building, and Specific Location.

This form is crucial for bidders to understand the scope of existing or planned equipment that may be part of a larger maintenance, repair, or replacement contract. It provides a detailed inventory that could inform proposals related to asset management, maintenance services, or equipment upgrades. Bidders may need to use this information to assess the scale of work, identify specific equipment needs, and potentially provide pricing or technical solutions based on the listed assets.

Solicitation / RFP / RFQ

This solicitation is for the Steel Tower Road Culvert Repair project at MCB Camp Lejeune, North Carolina. The estimated cost range is between $100,000 and $250,000.

• Repair of culverts on Steel Tower Road.

• The road will be closed to all traffic during construction, but the facility/activity will remain in operation.

• The contractor shall conduct operations to cause the least possible interference with normal operations.

• One person may fill the roles of Superintendent, Quality Control Manager, and Safety and Health Officer, if qualified.

• Contract Completion Date: 240 days after award.

• Liquidated Damages: $220 per Calendar Day.

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

• Proposal Due Date: 5/28/2026, 2:00 PM EST.

• Proposals are to be submitted via email to brandi.l.porche.civ@us.navy.mil and lauren.f.loconto.civ@us.navy.mil.

• Basis for Award: Lowest Price.

• Site Visit: To be scheduled via amendment.

• RFIs cut-off date: 5/13/2026 by 2:00 PM EST.

• This solicitation is restricted to a specific list of contractors: Quadrant Construction, Inc., Riza Construction, Inc., and Civil Works Contracting, LLC.

• Funding may not be available; if funds are not available, no award will be made. Offerors will not be reimbursed for any effort or proposal costs.

• Bid bonds are required for proposals valued at $35K and greater, with payment and/or performance bonds required for proposals valued at $150K and greater.

• The specifications and drawings are posted as attachments on https://sam.gov/.

• Buy American Requirement-Construction Materials applies.

Solicitation / RFP / RFQ

This solicitation is for the Steel Tower Road Culvert Repair project at MCB Camp Lejeune, North Carolina. The estimated cost range is between $100,000 and $250,000.

• Repair of steel tower road culvert.

• The road will be closed to all traffic during construction, but the facility/activity will remain in operation. Operations should cause minimal interference.

• One person may fill the roles of Superintendent, Quality Control Manager, and Safety and Health Officer if qualified.

• Specifications and drawings are posted as attachments on SAM.gov.

• Contract Completion Date: 240 days after award.

• Liquidated Damages: $220 per Calendar Day.

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

• Proposal Due Date: 5/28/2026, 2:00 PM EST.

• Proposals must be submitted via email to brandi.l.porche.civ@us.navy.mil and lauren.f.loconto.civ@us.navy.mil.

• Basis for Award: Lowest Price.

• Bond Requirements:

  • Proposals valued at $35K and greater require a payment bond.
  • Proposals valued at $150K and greater require a bid bond, a payment bond, and a performance bond.
  • No bonds are required for proposals less than $35K.

• Requests for Information (RFIs) cut-off date: 5/13/2026 by 2:00 PM EST.

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

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

• A site visit will be scheduled via amendment.

• Buy American Requirement-Construction Materials provision is included.

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

To remove and replace an existing 48" culvert and headwalls with a new 48" culvert and headwalls.

• Removal and replacement of a 48" culvert and headwalls.

• Location: Verona Loop Training Area on Steel Tower Road.

• The facility/activity will remain in operation during the entire construction period.

• The Contractor must conduct operations to minimize interference with normal facility/activity operations.

• One person may fulfill the roles of Superintendent, Quality Control Manager, and Safety & Health Officer, provided they are duly qualified for all three positions as defined in the project specification.

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

This document outlines the requirements for the repair of a culvert located on Steel Tower Road within the Verona Loop Training Area at MCB Camp Lejeune, North Carolina.

• Demolition of approximately 1000 square feet of existing 18-inch thick concrete roadway above the culvert.

• Removal of approximately 100 linear feet of existing 48-inch corrugated metal pipe from the stream bed.

• Removal of existing rip-rap as necessary to facilitate new concrete headwall construction.

• Installation of 96 linear feet of new 48-inch Reinforced Concrete Pipe (RCP) to replace the existing corrugated metal pipe.

• Installation of new concrete headwalls on the upstream and downstream ends of the new culvert pipes, in accordance with NCDOT details.

• Backfilling behind headwalls with stabilized rip-rap and geotextile, with slopes no steeper than 3:1.

• Backfilling of excavation with Aggregate Base Course (ABC), compacted in 6-inch lifts to 95% density.

• Roadway backfill to match existing concrete elevation or provide a minimum of 24 inches of cover over the new RCP, whichever is greater.

• Seeding and permanent vegetative cover (Centipede sod) for all disturbed areas upon completion of grading and construction activities.

• All work must comply with applicable Federal, State, Local, and Base regulations.

• Workmanship must be of high quality, meeting industry-approved methods.

• Final inverts of the new pipe must be 1 foot below the stream bed elevation.

• All pipe joints shall be sealed, taped, and wrapped in a layer of silt fence.

• Backfill compaction must meet AASHTO T99 standards.

• Headwall and dowel compliance with North Carolina Department of Transportation Division of Highways standards.

• De-watering of the stream section is required for all concrete work.

• The project is located on Steel Tower Road, Verona Loop Training Area, MCB Camp Lejeune, North Carolina.

• Contractor must coordinate all construction activities with ROICC and Range Control.

• Contractor must call "Blackburn" at 451-3064 at the beginning and end of each workday on site.

• Minimize sediment migration downstream.

• All excavations must have slopes no steeper than 3:1.

• Traffic control must be in accordance with MUTCD, and coordination with Base PMO (451-8381) is required.

• All equipment must be listed and labeled by a nationally recognized testing agency.

• Materials and equipment must be new and suitable for their application.

• Contractor must review all drawings and specifications thoroughly.

• Areas and systems contiguous to the work site must remain undisturbed or be returned to original condition.

• Any hidden damage or additional requirements discovered must be reported to the Contract Administrator.

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

• All construction trash and debris must be hauled off base.