Roof Repairs Bldgs HP215, 225, 235, 245, 275, 285, 295

Amendment / Modification

• Amendment 0002 extends the proposal due date to April 6, 2026, at 2:00 PM EST, to allow time for responses to Requests for Information (RFIs).

• The proposal due date is the primary section affected.

• The deadline for proposal submission has been extended to April 6, 2026, at 2:00 PM EST. Failure to acknowledge this amendment may lead to proposal rejection.

Amendment / Modification

• Amendment 0001 has been issued for solicitation N40085-26-R-9017.

• A site visit has been scheduled for Monday, March 9, 2026, at 9:00 AM. All contractors are to meet at Building HP215.

• The description of the amendment/modification pertains to "Roof Repairs Bldgs HP215, 225, 235, 245, 275, 285, 295".

• Contractors are advised that acknowledging this amendment when submitting their proposal is required. Failure to do so may result in the rejection of their proposal.

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 accomplished in BEQ buildings HP215, HP225, HP235, and HP245 located at Camp Lejeune, North Carolina.

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

• The project area is located at Camp Lejeune, North Carolina.

• Contractor shall conduct operations to minimize 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 specification.

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

This document outlines the requirements for roof repairs on multiple buildings (HP215, HP225, HP235, HP245) at Marine Corps Base, Camp Lejeune, N.C.

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

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

• Installation of panel clips designed for 150 mph winds.

• Installation of pipe boots for existing vent pipes.

• Installation of permanent fall protection.

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

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

• The new roof system must be installed in accordance with the Uniform Building Code for North Carolina and be rated for 150 mph winds.

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

• Submittals for material selection and colors, as well as remediation plans for lead-based paint and asbestos, are required prior to construction.

• The work is to be performed at Marine Corps Base, Camp Lejeune, N.C., specifically on buildings HP215, HP225, HP235, and HP245.

• Coordination with the Contracting Officer's Representative (COR) for site access and scheduling is mandatory.

• The contractor must field verify all conditions prior to bidding and during construction.

• The contractor is responsible for site security and job safety, adhering to OSHA standards.

• Disposal of debris must comply with applicable federal, state, and local regulations. Specific procedures are outlined for asbestos-containing materials and non-contaminated materials.

• The contractor must survey existing conditions for asbestos materials and abate them if found.

• Fascia contains lead-based paint.

• The contractor must coordinate all utility connections and system shutdowns with the Construction Manager.

• All electrical circuits must be de-energized prior to demolition of affected equipment and re-energized afterward.

• The contractor must include replacement of a minimum of 5% of the existing plywood wood deck substrate in their bid.

• The contractor must not disrupt building functions unless coordinated with the Facility Manager.

• Any item scheduled for removal, protection, and re-installation that is damaged must be reported to the COR immediately.

• UFC criteria, including but not limited to UFC 1-200-01, UFC 4-010-01, IBC, NFPA 101, ABA, ADA, and ICC/ANSI A117.1, must be followed.

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 status or required action for each submittal.
• Approving Authority: Identification of the entity responsible for approving the submittal.

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 preparation and timely submission of all necessary documents, which is a critical component of contract performance and successful project completion.

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 such as 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, performance criteria (including static pressure air infiltration, water infiltration, wind and wind-driven rain resistance, roof pressures, hydrostatic head resistance, and wind uplift resistance), and testing procedures.
• Submittals (Section 1.4): Specifies required submittals, including shop drawings, product data, samples, design data, test reports, certificates, and manufacturer's instructions.
• Load Calculations (Section 1.5): Requires structural engineer verification of design loads, including wind load uplift, clip spacing, and fastening.
• Quality Assurance (Section 1.6): Details requirements for preroofing conferences, manufacturer's technical representative involvement, inspections, and manufacturer's inspector qualifications.
• Delivery, Storage, and Handling (Section 1.7): Provides guidelines for material handling to prevent damage.
• Warranty (Section 1.8): Specifies manufacturer's and contractor's warranty requirements, including duration and coverage for wind damage.
• Products (Part 2): Details material specifications for roofing panels (3004 aluminum, minimum thickness, finish, texture, color, configuration), attachment clips, accessories (flashings, closures, fasteners), and underlayment. It also outlines laboratory tests for panel finish (salt spray, formability, accelerated weathering, chalking resistance, abrasion resistance, humidity, fire hazard, gloss, glare resistance).
• Execution (Part 3): Covers examination of surfaces, protection of dissimilar metals, installation procedures, cleaning, manufacturer's field inspection, and completed work requirements.

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

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 for each submittal.
• Approving Authority/Reviewer: Identification of the parties responsible for review and approval.
• Remarks: Space for additional notes or clarifications.

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 preparation and submission of all necessary documents, ensuring compliance with contract requirements and facilitating a smooth project progression. Bidders should review this list to confirm their capability to produce and submit these items within the specified timelines.

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

To replace existing shingle roof systems with standing seam metal roofing systems on all noted Bachelor Enlisted Quarters within buildings HP275, HP285, and HP295 located at Camp Lejeune, North Carolina.

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

• Work to be performed on buildings HP275, HP285, and HP295.

• Location: Camp Lejeune, North Carolina.

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

• Contractor operations must cause the least possible interference with normal operations of the facility/activity.

• 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 specification.

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

This document outlines the requirements for roof repairs at buildings HP275, HP285, and HP295 located at Marine Corps Base, Camp Lejeune, N.C.

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

• Repair or replacement of rotted or damaged roof decking (up to 5% of the roof area).

• Installation of new aluminum standing seam metal roofing systems with vented ridge caps.

• Replacement of all flashing elements at roof penetrations.

• Installation of new aluminum drip edge, self-adhering ice and water membrane underlayment, and elastomeric expansion joints.

• Installation of pipe boots on existing vent pipes.

• Installation of permanent fall protection systems.

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

• The new roof system must be designed to withstand 150 mph winds.

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

• All work must comply with OSHA standards and government requirements.

• Submittals for material selection, colors, remediation plans for lead-based paint and asbestos, and construction progress must be approved by the Contracting Officer's Representative.

• The work is to be performed at Marine Corps Base, Camp Lejeune, N.C.

• The document does not explicitly state the period of performance, but implies ongoing construction operations.

• Contractors must coordinate site access, staging areas, and utility shutdowns with the Construction Manager.

• Hazardous materials, including potential asbestos and lead-based paint (fascia), must be handled and disposed of according to regulations.

• Contractors must verify all existing conditions and dimensions in the field prior to bidding and during construction.

• The contractor is responsible for site security, job safety, and preventing dust, sediment, and debris from exiting the site.

• All utilities and existing features must be field verified prior to construction; the contractor is responsible for any damage to existing utilities.

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

Other / Unclassified

This document is the "Contractor Environmental Guide" for Marine Corps Base Camp Lejeune and Marine Corps Air Station New River, dated September 2023. It provides comprehensive guidance to contractors on environmental regulations, policies, and procedures applicable to their work on the installation. The guide covers a wide range of environmental topics, including:

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

It also includes a detailed Contractor Phone Directory with emergency and non-emergency contact numbers for various departments and personnel.

This guide is crucial for any contractor performing work at MCB Camp Lejeune or MCAS New River. It outlines the environmental responsibilities and compliance requirements that contractors must adhere to, including specific training, handling, disposal, and reporting procedures. Understanding and complying with this guide is essential to avoid potential penalties, project delays, and to ensure the protection of human health and the environment. Bidders should review this document to assess their ability to meet these environmental obligations as part of their proposed work.

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

This document outlines the work covered by the contract documents, specifying the project's objective and location.

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

• The work will be located at Marine Corps Base Camp Lejeune, North Carolina, at a building and/or area described in the attached project description. The exact location will be indicated by the Contracting Officer.

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

• The contractor is responsible for repairing or replacing portions of existing work altered during construction to match existing or adjoining work, as approved by the Contracting Officer. Existing work must be in a condition equal to or better than before new work started.

• The contractor must obtain the services of a professional utility locator to scan the construction site and mark existing underground utilities. Elevations of existing piping, utilities, and obstructions must be verified before installing new work.

• The contractor must notify the Contracting Officer's Representative (COR) 48 hours prior to starting excavation work.

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

• Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements is required.

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

Form / Attachment / Pricing Sheet

This document is a pricing sheet for the solicitation N40085-26-R-9017, Project No. 26-0409, concerning roof repairs at MCB Camp Lejeune, North Carolina. It requires bidders to provide prices for each Exhibit Line Item Number (ELIN).

• ELIN 0001: Roof repairs at Building HP215.

• ELIN 0002: Roof repairs at Building HP225.

• ELIN 0003: Roof repairs at Building HP235.

• ELIN 0004: Roof repairs at Building HP245.

• ELIN 0005: Roof repairs at Building HP275.

• ELIN 0006: Roof repairs at Building HP285.

• ELIN 0007: Roof repairs at Building HP295.

• Each ELIN price should include all applicable costs, overhead, and profit.

• Prices are to be provided in accordance with provided drawings and specifications, excluding work described in other ELINs.

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

• ELINs shall include all markups (overhead, labor burden, and profit).

• The Government will evaluate offers for award purposes by adding the prices for ELINs 0001 through 0007.

This pricing sheet is critical for bidders to understand the cost structure required for the roof repair project. It outlines specific buildings for which pricing is required and details how the pricing should be presented, including the inclusion of overhead and profit. Bidders must provide pricing for all ELINs to be considered responsive.

Solicitation / RFP / RFQ

This document is a solicitation for roof repairs at various buildings (HP215, 225, 235, 245, 275, 285, 295) located at MCB Camp Lejeune, NC. The project number is 26-0409, and the solicitation number is N40085-26-R-9017.

• The primary deliverable is roof repairs for the specified buildings.

• The facility/activity will remain in operation during construction, requiring the contractor to minimize interference with normal operations.

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

• Hazardous materials are not present (N/A).

• Contract Type: Not explicitly stated, but award is based on Lowest Price.

• Period of Performance: 360 days after award.

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

• Wage Determination: General Decision Number NC20260010 Building.

• Liquidated Damages: $880 per Calendar Day.

• Proposal Due Date: March 25, 2026, by 3:00 PM.

• Submission Method: Proposals are to be submitted via email to clifton.l.gaither.civ@us.navy.mil and lauren.f.loconto.civ@us.navy.mil.

• Requests for Information (RFIs) cut-off: March 10, 2026, by 3:00 PM EST.

• Basis for Award: Lowest Price.

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

• Site Visit: To be scheduled via amendment.

• Buy American Requirement: Applies to construction materials. Offerors must adhere to FAR clause 52.225-9. Requests for determination of inapplicability must be submitted timely.

• The solicitation is issued to a specific list of contractors only. The document lists six contractors who may submit a proposal: Achuti, LLC; Apex Business Solutions, LLC; Quality Roofers and Guttering, Inc.; Riza Construction, Inc.; Seashore Builders, Inc.; and Yerkes South, Inc.

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

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

• Specifications and drawings are posted on www.sam.gov.