ROOF REPAIRS BUILDINGS HP51, HP53, HP55, HP57, HP255, AND HP265

Amendment / Modification

This amendment (0004) provides answers to Requests for Information (RFIs) related to solicitation N40085-26-R-9016 for Roof Repairs at Buildings HP51, HP53, HP55, HP57, HP255, and HP265.

Key clarifications include:

• The due dates for proposals cannot be changed.
• Existing antennas are to be removed and not reinstalled.
• Dormer over-builds are to be demoed down to the existing roof deck.
• Existing roof exhaust fans (actual fans or hoods) are to be replaced.
• Existing lightning protection is to be removed and not reinstalled.
• Insulation is blown loose-fill.
• Contractors must field-verify roof deck measurements.
• Specific details regarding downspout replacements and materials for different buildings (HP255/HP265 vs. HP51/HP53/HP55/HP57) have been clarified, including the use of 6x6 tubular steel downspouts for HP255/HP265 and leaving new downspouts as designed for HP51/HP53/HP55/HP57.

This amendment addresses questions pertaining to various sections of the original solicitation, including roof details, general requirements, and specific building notes.

The time and date for receipt of proposals remain unchanged. Offerors must acknowledge receipt of this amendment when submitting their proposals.

Amendment / Modification

• This amendment (0003) provides a revised pricing sheet for the solicitation.

• It clarifies that the time and date for receipt of proposals remains unchanged.

• The pricing sheet has been revised.

• Bidders are instructed to use the enclosed revised pricing sheet with their proposal.

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

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

• All markups (overhead, labor burden, and profit) must be included in the ELINs.

Amendment / Modification

• This is Amendment 0002 to Solicitation N4008526R9016.

• It provides the Site Visit Sign-In Sheet for the "Roof Repairs BLDGS HP51, HP53, HP55, HP57, HP255, and HP265" project.

• The document itself is an amendment, not a modification to an existing contract.

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

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

Amendment / Modification

• A site visit has been scheduled for Tuesday, March 3, 2026, at 0900. Contractors are to meet at Building HP51.
• The deadline to request base access is Friday, February 27, 2026, at 1600.

This amendment pertains to the site visit details for the "26-0400, Roof Repairs Buildings HP51, HP53, HP55, HP57, HP255, and HP265" opportunity.

• 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.

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

This document outlines the scope of work for roof repairs at Buildings HP255 and HP265 on Marine Corps Base, Camp Lejeune, N.C.

• Removal and disposal of existing roofing systems, including shingles, edge metal, and underlayment, down to the deck.

• Replacement of rotted or damaged decking (up to 5% of the roof area) with material matching existing conditions.

• Installation of new aluminum drip edge (bone white color).

• Application of a new self-adhering ice and water membrane over the entire roof surface as underlayment for the standing seam metal roof.

• Installation of new elastomeric expansion joints at existing locations.

• Installation of new aluminum standing seam metal roof with a vented ridge cap (suede color).

• Installation of panel clips according to manufacturer recommendations for 150 mph winds and Uniform Building Code for North Carolina.

• Installation of pipe boots recommended by the standing seam metal roof manufacturer on existing vent pipes.

• Installation of permanent fall protection.

• Repair and refinish areas damaged or disturbed by new work.

• Cleaning of all items as necessary to receive new finishes and filling of all holes to match existing conditions.

• The building must remain watertight throughout construction and at the end of each day.

• Submittals must be approved by the Contracting Officer's Representative.

• All work must be in accordance with OSHA standards and government requirements.

• Dust, sediment, and debris must be prevented from exiting the construction site, with contractor responsibility for cleanup.

• Disposal of debris must comply with applicable federal, state, and local regulations.

• The work is to be performed at Marine Corps Base, Camp Lejeune, N.C., specifically at Buildings HP255 and HP265.

• Access to the site must be coordinated with the MCBL Construction Manager.

• Field verification of existing surfaces, dimensions, and conditions is the contractor's responsibility prior to bidding and during construction.

• Removal of any building component requires approval from the Contracting Officer's Representative.

• Contractor's personnel must wear identification at all times.

• If contaminants are suspected, work must stop immediately, and relevant authorities contacted.

• Contractor must review the asbestos inspection survey before commencing work.

• Lead-based paint is present on fascia.

• A remediation plan for lead-based paint and asbestos is required prior to construction.

• Material selection and colors for the standing seam metal roof system, underlayment, edge metal, fascia, gutters/downspouts, and louvers are required prior to construction.

• Compliance with various UFC (Unified Facilities Criteria) and codes including IBC, NFPA, ABA, ADA, and ICC/ANSI A117.1 is required.

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

To perform roof repairs on Bachelor Enlisted Quarters (BEQ) buildings at Camp Lejeune, North Carolina.

• Replace existing shingle roof systems with new shingle roofing systems.

• Perform noted substrate repairs.

• Work will be accomplished in BEQ buildings HP51, HP53, HP55, and HP57.

• Location: Camp Lejeune, North Carolina.

• Scheduling: The facility/activity will remain in operation during construction. Contractor operations must cause minimal interference with normal operations.

• Furniture/Objects: Contractor is responsible for moving furniture and other objects in the project area if required.

• Supervision: One person may fill the roles of Superintendent, Quality Control Manager, and Safety & Health Officer, provided they are duly qualified as defined in the project specification.

Other / Unclassified

This document is the "Contractor Environmental Guide" for Marine Corps Base Camp Lejeune, dated September 2023. It serves as a comprehensive resource for contractors working on the installation, outlining environmental laws, regulations, and policies they must adhere to. The guide covers a wide range of environmental topics, including:

• Environmental Management Systems (EMS)
• Training requirements (General Environmental Awareness and EMS)
• Air Quality
• Environmental Emergency Planning and Response
• Cultural Resources
• Hazardous Materials/Hazardous Waste Management
• Asbestos Management
• Lead-Based Paint Management
• Natural Resources
• Stormwater Management
• Solid Waste, Recycling, and Pollution Prevention (P2)
• Potential Discovery of Undocumented Contaminated Sites
• Permitting

It also includes a Contractor Phone Directory with emergency and non-emergency contact numbers, and lists of acronyms and abbreviations.

This guide is crucial for any contractor performing work at MCB Camp Lejeune. It details the environmental compliance requirements, responsibilities, and potential impacts associated with various activities. Bidders should review this document to understand the environmental obligations, potential risks, and necessary procedures to ensure compliance with all applicable regulations and installation policies. Familiarity with this guide is essential for planning and executing projects in an environmentally responsible manner and avoiding potential penalties or project delays.

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

This document outlines the scope of work for roof repairs at Buildings HP51, HP53, HP55, and HP57 located at Camp Lejeune, N.C. The primary goal is to install new asphalt shingle roofs on these buildings.

• General Description: Installation of new asphalt shingle roofs.

• Key Tasks:

  • Remove and dispose of existing shingles, felt paper, metal drip edge, and other roof components.
  • Remove any rotted or damaged decking and replace with new CDX plywood sheathing (assume up to 2,825 sq. ft. per building for bidding).
  • Install new ice and watershield over the entire roof surface.
  • Install new architectural asphalt shingles and metal drip edge.
  • Sister any rotten truss framing members (assume up to 231 linear ft. per building for bidding).
  • Remove existing fascia and soffit; install new pre-finished aluminum fascia and new vented vinyl soffit.
  • Install new vented ridge cap to match new shingles.
  • Install new gutters and downspouts with concrete splashblocks (new downspouts require a minimum of 3 straps).
  • Remove existing expansion joints and install new ones as per specified details.
  • Replace existing vent boots with new lead boots.
  • Replace existing exhaust fans with new ones.
  • Replace existing roof hatches with new ones.
  • Remove existing dormers down to the roof deck and install new asphalt shingles.
  • Remove existing antennas and prepare for the new roof.

• Location: Buildings HP51, HP53, HP55, HP57, Camp Lejeune, North Carolina.

• Period of Performance: Not explicitly stated in this document, but coordination with the Contracting Officer's Representative (COR) for access and scheduling is required.

• Field Verification: Contractors must perform field measurements and verify all existing conditions, dimensions, and locations prior to bidding and throughout construction.

• Materials: Specific material requirements are detailed, including aluminum alloys for flashing and sheet goods, and minimum thicknesses.

• Disposal: Proper removal, hauling, and disposal of all debris are required. Specific procedures for asbestos-containing materials and non-contaminated materials are outlined, including use of the base landfill and weighing requirements.

• Safety & Compliance: Construction activities must comply with OSHA standards and government requirements. Site security and job safety are the contractor's responsibility. Burning is not allowed without written authorization.

• Utilities: All utilities must be field-verified. The contractor is responsible for any damage to existing utilities. Coordination for utility connections and shutdowns is required.

• Hazardous Materials: Contractors must survey for asbestos materials and abate them if found. Contact information for the Camp Lejeune Asbestos Program Manager is provided.

• Building Operations: The facility is operational year-round. Contractors must not disrupt building functions unless coordinated and agreed upon with the facility manager. Any necessary shutdowns must be scheduled at least ten working days in advance.

• Applicable Criteria: Work must adhere to various UFC (Unified Facilities Criteria) and building codes, including UFC 4-010-01, IBC, UFC 1-200-01, NFPA 101, ABA, ADA, ICC/ANSI A117.1, and relevant NFPA standards for fire safety.

Specification

This document is a specification for Aluminum Standing Seam Roofing, dated March 08, 2021. It details the requirements for materials, design, testing, and installation of aluminum standing seam roofing systems.

• References (Section 1.1): Lists numerous industry standards and publications from organizations like AA, AF&PA, AISI, ASTM, NRCA, SMACNA, MBMA, PEI, UL, and FM Global that must be adhered to.
• Definitions (Section 1.2): Defines various roofing system types and components.
• System Description (Section 1.3): Outlines design requirements (e.g., continuous panels, concealed fasteners, thermal movement) and performance requirements (e.g., static pressure air infiltration, water penetration, wind uplift resistance).
• Submittals (Section 1.4): Specifies required submittals, including shop drawings, product data, samples, design data, test reports, and certificates. Key items include "G" designations for government approval.
• Load Calculations (Section 1.5): Requires structural engineer verification of design loads, including wind load uplift.
• Quality Assurance (Section 1.6): Details requirements for a preroofing conference, manufacturer's technical representative involvement, and inspections.
• Delivery, Storage, and Handling (Section 1.7): Provides instructions for material handling to prevent damage.
• Warranty (Section 1.8): Specifies warranty requirements, including a minimum 30-year manufacturer's warranty and a 2-year contractor installation warranty, with coverage for sustained winds up to 130 mph (existing structures) and 150 mph (new construction).
• Products (Part 2): Details material specifications for roofing panels (3004 aluminum, minimum 1.0 mm thickness, specific finishes, textures, and configurations), attachment clips, accessories (flashings, closures, fasteners), underlayment, and laboratory tests for panel finish (salt spray, formability, weathering, abrasion, humidity, fire hazard, gloss, glare resistance).
• Execution (Part 3): Covers examination of surfaces, protection of dissimilar metals, installation procedures, cleaning, and manufacturer's field inspection requirements.
• Information Card (Section 3.7): Requires a typewritten or photoengraved card with project details to be displayed.
• Schedule (Section 3.8): Provides a table comparing English and metric units for various products.

This specification is critical for any bidder proposing to supply or install aluminum standing seam roofing systems. It defines the exact materials, performance standards, testing protocols, and installation methods required. Bidders must ensure their proposed products and installation methods comply with all referenced standards and detailed requirements to be considered compliant.

Solicitation / RFP / RFQ

This solicitation is for Roof Repairs at MCB Camp Lejeune, NC, specifically for buildings HP51, HP53, HP55, HP57, HP255, and HP265. The project number is 26-0400.

• The project involves roof repairs for multiple buildings.

• The facility will remain in operation during the construction period, requiring minimal interference.

• Specific details regarding the scope of work for each building (HP51 through HP265) are provided in separate line items (ELINs).

• Hazardous materials are not present.

• Contract Completion Date: 360 days after award.

• Estimated Cost Range: Between $5,000,000 and $10,000,000.

• Liquidated Damages: $880.00 per Calendar Day.

• Proposal Due Date: March 26, 2026, by 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.

• Requests for Information (RFIs) cut-off: March 11, 2026, by 2:00 PM EST.

• Basis for Award: Lowest Price.

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

• Evaluation will be based on adding the prices for ELINs 0001 through 0006.

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

• The document lists specific contractors who may submit a proposal, suggesting a potential pre-qualification or limited solicitation.

• Buy American requirements for construction materials apply.

• Funding may not become available; no award will be made if funds are unavailable.

• Offerors will not be reimbursed for any effort or proposal costs.

• A site visit will be scheduled via amendment.

• Bid bonds are required for proposals valued at $150K and greater (20% of proposal amount).

• Payment and/or performance bonds will be requested at the time of award.

• Executive Orders 13706 (Paid Sick Leave) and 13658 (Minimum Wage) may apply.

• Specifications and drawings are posted on SAM.gov.

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

To replace existing shingle roof systems with standing seam metal roofing systems on specified Bachelor Enlisted Quarters (BEQ) buildings.

• Replace existing shingle roof systems with standing seam metal roofing systems.

• Work to be performed in BEQ buildings HP255 and HP265 located at Camp Lejeune, North Carolina.

• Work will be performed at Camp Lejeune, North Carolina.

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

• Contractor operations must cause minimal interference with normal facility/activity operations.

• Contractor is responsible for moving furniture and other objects in the project area if required.

• One person may fill 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 specifications.

Form / Attachment / Pricing Sheet

This document is a Submittal Register, which serves as a checklist and tracking tool for various submittals required during a construction project. It outlines the types of documents that need to be submitted by the contractor, the relevant specification sections, and the required actions and timelines for review and approval.

• Item Submitted: Lists specific documents such as Schedule of Prices, List of Contact Personnel, Construction Schedule, Accident Prevention Plan, Quality Control Plan, and various test reports and certificates.
• Specification Section: Indicates the relevant section in the project specifications that governs each submittal.
• Submittal Register Columns: Includes fields for tracking transmittal dates, contractor actions, review by government or other authorities, approval dates, and remarks.
• Applicability: Notes items that are "If Applicable," such as Crane Critical Lift Plans or Backflow Preventers, indicating they are only required under specific project conditions.

This register is crucial for bidders to understand the full scope of documentation required for project execution and closeout. It helps in planning for the timely preparation and submission of all necessary documents, ensuring compliance with contract requirements and facilitating project progress. Bidders should review this list to anticipate the administrative and technical documentation workload.

Form / Attachment / Pricing Sheet

This document is a Submittal Register, which serves as a checklist and tracking tool for all required submittals throughout the construction project. It outlines the specific documents, reports, and plans that the contractor must provide to the government for review and approval.

• Item Number: Unique identifier for each submittal.
• Description: Title of the submittal (e.g., Schedule of Prices, Accident Prevention Plan, Quality Control Plan).
• Specification Section: Reference to the relevant section in the project specifications.
• Submittal Type: Categorization of the submittal (e.g., Preconstruction, Closeout, Test Reports, Certificates).
• Schedule Dates: Columns for tracking contractor and government review timelines.
• Action Codes: Codes indicating the required action (e.g., Approval, Revise, For Information).
• Reviewer Information: Fields for tracking who reviewed the submittal and when.
• Remarks: Space for comments or additional information.

This register is crucial for bidders to understand the full scope of documentation required for project execution and closeout. It helps in planning the resources and timelines needed for preparing and submitting these documents, ensuring compliance with contract requirements. Bidders should review this list to confirm they can meet all submittal obligations.

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

This document outlines the work covered by contract documents, focusing on the project description, location, and phased construction schedule.

• The work encompasses all items described in the attached project description.

• The location is Marine Corps Base Camp Lejeune, North Carolina, within a building and/or area specified in the project description.

• Construction will be completed in phases as detailed in the project description.

• Existing work must be removed or altered to prevent injury or damage to remaining portions.

• Altered existing work must be repaired or replaced to match existing or adjoining work, as approved by the Contracting Officer.

• Upon completion, existing work must be in a condition equal to or better than before new work started.

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

• Underground Facilities: The Contractor is responsible for employing a professional utility locator to scan the site and mark underground utilities. Elevations of existing utilities must be verified before installing new work.

• Notification Prior to Excavation: The Contracting Officer's Representative (COR) must be notified 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.

Specification

This document specifies the requirements for asphalt shingles and related roofing materials for a construction project. It details the materials, application methods, and warranty requirements for a complete asphalt shingle roofing system.

• Shingles: Must be mineral granule-surfaced, self-sealing, square tab, strip, fungus-resistant, meeting ASTM D3018/D3018M (Type I) and ASTM D3462/D3462M standards. Weight must be at least 11.3 kg/sq meter (250 lbs/100 sq ft). Must meet UL 790 Class A fire resistance and ASTM D7158/D7158M Class H wind resistance. Color selection and submission are required.

• Underlayment: Self-adhering membrane meeting ASTM D1970/D197M for ice dam protection is required for certain roof slopes. Standard asphalt-saturated organic felt underlayment is also specified.

• Roof Sheathing: 1/2" thick C-D Grade plywood with an Identification Index of not less than 24/0.

• Fasteners: Aluminum or hot-dipped galvanized steel nails meeting specific diameter and penetration requirements.

• Ventilators: UV stabilized nailable plastic or polyester mesh ridge vents are specified.

• Flashing: Includes requirements for wall, parapet, counterflashing, chimney, vent, and stack flashing, with specific material and application details.

• Detailed instructions for applying underlayment, starter strips, shingle courses, hips, ridges, and valleys.

• Specific requirements for fastening, sealing, and ensuring proper overlap and coverage.

• Requirements for drip edges and eave flashing.

• Materials must be delivered in unopened bundles, kept dry and protected from weather.

• Specific storage instructions for roll goods and roofing felt.

• Manufacturer's Warranty: 25-year warranty for asphalt shingles, running directly to the Government.

• Contractor's Warranty: 5-year warranty against defects in workmanship. Repairs must be made within 72 hours of notification.

• Product data for shingles and underlayment.

• Samples of shingles and materials requiring color selection.

• Manufacturer's instructions.

• Closeout submittals including warranties.

• An 8.5" x 11" placard with specific roof system information must be mounted inside the building. Details include manufacturer and contractor information, warranty expiration, and a description of the roof system.