Repair BEQ HP135

Form / Attachment / Pricing Sheet

This document is an Asbestos and Lead-Paint Survey report for the Bachelor's Enlisted Quarters (BEQ) HP135 building at Marine Corps Base Camp Lejeune in Jacksonville, North Carolina. It details the findings of an assessment conducted to identify asbestos-containing materials (ACMs) and lead-containing paint (LCP) that may be disturbed during upcoming renovations.

• Asbestos Survey: Identified ACMs include floor tile mastic, built-up roofing, flashing, and CMU damp-proofing. The report notes that inaccessible areas may still contain ACMs.
• Lead Paint Survey: Identified lead-containing paint on the exterior yellow stair riser.
• Methodology: The survey involved non-invasive inspection, destructive sampling, and laboratory analysis of collected samples.
• Recommendations: The report recommends assuming similar materials contain asbestos, using accredited contractors for removal, and employing an industrial hygienist for monitoring.
• Limitations: The survey is limited to observed conditions and materials at the time of the assessment.

This report is crucial for any bidder involved in the renovation of BEQ HP135. It highlights the presence of hazardous materials (asbestos and lead paint) that must be managed according to specific regulations during construction. Bidders need to be aware of these findings to accurately scope their work, ensure compliance with safety and environmental regulations, and factor in the costs and procedures associated with handling and abating these materials.

Basis of Design (BOD)

This document outlines the "Basis of Design" for the "Repairs BEQ HP135" project at the United States Marine Corps Base, Camp Lejeune, North Carolina. The project involves the repair and renovation of Building HP135 (a 3-story Bachelor Enlisted Quarters with 90 living spaces), demolition of the existing mechanical building HP136, construction of a new mechanical building, and a new trash dumpster enclosure. The objective is to improve the condition of the barracks to meet the USMC Bachelor Enlisted Quarters Campaign Plan standards.

• Building HP135 Renovations: Comprehensive interior renovations including updated finishes, new kitchenettes in sleeping rooms, upgraded systems (lighting, electrical, plumbing, fire alarm, sprinkler), and reconfiguration of laundry facilities.

• Exterior Improvements: Replacement of windows, doors, exterior stairs, walkways, roofing (standing seam metal), gutters, downspouts, and sidewalks. Includes pressure washing and painting.

• New Mechanical Building: Construction of a new 196 sq ft mechanical building with a 750 sq ft chiller yard.

• Demolition: Existing mechanical building HP136, existing roof, and certain exterior elements.

• Site Work: Sidewalk repairs, grading for stormwater runoff, parking area resurfacing, dumpster enclosure construction, and potential landscaping improvements.

• Utility Work: New domestic water service, new 4" sewer service to the new mechanical building, replacement of existing 8" sewer service to HP135, underground gutter leader system, underground hydronic piping, and natural gas service to the mechanical building.

• A/E Contract: N40085-22-D-0002

• Task Order No.: N40085-25-F-0675

• Project No.: 25-0011

This document is a Basis of Design and does not contain specific proposal submission or evaluation criteria. It details the technical requirements and design standards that will inform the final construction documents.

Not specified in this document.

• The project adheres to numerous UFC (Unified Facilities Criteria) standards, IBC, NFPA, and ASHRAE codes.
• Hazardous material testing (lead and asbestos) has been performed.
• Anti-terrorism standards (UFC 4-010-01) and High Performance and Sustainable Building (HPSB) requirements are incorporated.
• The document details specific design criteria for architectural, site/civil, structural, mechanical, plumbing, electrical, telecommunications, and interior elements.

Form / Attachment / Pricing Sheet

This document, Appendix D, is a Building Information Checklist. It is designed to capture detailed information about a real property facility, intended for entry into a real property database. It serves as a checklist for required information, typically provided by an Architect/Engineer (A/E) electronically.

• Building Identification: Facility Number, Building Name, Number of Floors, Gross SF, Net SF.
• Dimensions and Construction Materials: Building dimensions (length, width), foundation type, roof type and material, and detailed construction materials for structural elements, walls, floors, and sub-floors.
• Utility Connections: Information on water, gas, sewer, storm sewer, steam, condensate, and communications, including pipe details and capacity.
• Fuel and Air Circulation: Details on heating systems (fuel type, source, air circulation) and air conditioning systems.
• Building Systems: Information on fire protection (sprinklers, alarms), security, heating (plant, fuel storage), air conditioning, electrical systems (generators, fuel storage), and hot water systems.
• Installed Building Equipment: Details on items like evaporative coolers, water heaters, fans, wash basins, water closets, urinals, drinking fountains, heating plants, and dehumidifiers.
• Associated Utilities and Structures: Checklist for items like transformers, power poles, lighting, gas mains, sanitary sewers, water mains, fire hydrants, driveways, roadways, parking, storm drains, fences, and sidewalks.

This checklist provides a comprehensive overview of a facility's physical characteristics, systems, and utilities. Bidders can use this information to understand the existing conditions, scope of work, and potential complexities of any project related to this facility. It is crucial for assessing the technical requirements and potential challenges of an opportunity involving this specific building.

Solicitation / RFP / RFQ

This document is a solicitation for the "Repair BEQ HP135" project at MCB Camp Lejeune. The solicitation details the requirements for repairing Building HP135, including interior and exterior renovations, lightning protection, asphalt pavement work, sidewalk replacement, asbestos and lead abatement, soil replacement, utility repair, formal partnering, roof repair, and landscaping.

• Interior and exterior renovations of BEQ HP135.

• Installation of lightning protection.

• Asphalt pavement and markings for the parking lot.

• Replacement of sidewalks, including demolition and sub-grade preparation.

• Identification, removal, wetting/handling, packaging, and disposal of unforeseen asbestos-containing material (ACM) and lead-based material.

• Removal, disposal, and replacement of unsuitable soil.

• Removal, disposal, and replacement of unforeseen buried utilities.

• Formal Partnering.

• Replacement of 10% of existing roof underlayment and plywood sheathing, and replacement of five damaged roof trusses.

• Landscaping, including landscape bed, aluminum edging, weed control fabric, river rock, and ornamental grass.

• Contract Completion Date: 910 days after award.

• Estimated Cost Range: "Between Choose an item."

• Liquidated Damages: $880 per Calendar Day.

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

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

• Proposals must be submitted via email to tony.d.benson.civ@us.navy.mil and lauren.f.loconto.civ@us.navy.mil.

• Basis for Award: Lowest Price.

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

• Evaluation of options will be conducted by adding the price for ELINs 0001 through 0012 for award purposes.

• The solicitation is directed to a specific list of contractors provided on page 1.

• RFIs cut-off date: July 2, 2026, by 2:00 PM EST.

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

• Bid bonds are required for proposals of $150K and greater (20% of proposal amount). No bonds are required for proposals less than $35K. Payment bonds are required for proposals $35K and greater. Performance bonds are required for proposals $150K and greater.

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

• Buy American Requirement-Construction Materials Under Trade Agreements applies.

Other / Unclassified

This document comprises detailed specifications for various construction elements and systems. It includes requirements for:

• Earthwork: Clearing, grubbing, excavation, filling, and compaction.
• Piping: Hot water heating, chilled water, and refrigerant systems, including valves and fittings.
• HVAC: Ductwork construction, insulation, and testing.
• Electrical: Wiring, panelboards, circuit breakers, transformers, grounding, and identification.
• Lighting: Interior and exterior LED fixtures, drivers, and controls.
• Fire Alarm and Mass Notification: System components, installation, and testing.
• Plumbing: Fixtures, water heaters, pumps, and backflow preventers.
• Insulation: For pipes, ducts, and equipment.
• Signage: Exterior and interior requirements.
• Overhead Coiling Doors: Specification Section 08 33 25 details requirements for fabrication, materials (primarily Type 304 stainless steel), installation, and performance of stainless steel overhead coiling doors. Key aspects include wind loading resistance (54 psf), recycled content (25% post-consumer, 50% pre-consumer steel), specific component requirements (slats, bottom bars, operators), testing (wind, air, water, cycle life), installation standards, finishes (coil fluoropolymer coating or baked-on), and a minimum 2-year warranty (10 years against UV exposure).
• Hazardous Materials Survey: An Asbestos and Lead-Paint Survey for Repair BEQ HP135 at Marine Corps Base Camp Lejeune identifies specific materials requiring special handling. Non-friable ACMs include 12" cream floor tile and adhesive (8,000 Sq. Ft.), built-up roofing (16,000 Sq. Ft.), and flashing (1,500 Sq. Ft. each layer). Destructive sampling found ACM damp-proofing black mastic behind exterior brick veneer (21,000 Sq. Ft.). Lead was detected in exterior yellow stair riser paint (1.5% by weight). Other materials were reported as "None Detected" for asbestos or assumed lead-containing if not specified.

This comprehensive technical specification document outlines the standards, materials, installation procedures, testing, and quality assurance for various building systems. The hazardous materials survey identifies specific asbestos-containing materials and lead-based paint, which necessitate specialized handling, disposal, and work practices in compliance with environmental regulations. Bidders must review these details to accurately scope work, implement safety protocols, ensure regulatory compliance, and prepare proposals that align with project demands and safety requirements.

Form / Attachment / Pricing Sheet

This document is a Project Information Sheet used to provide technical information for preparing contract documents, specifically Division 00 and Division 01 of the final contract. It is not a contract document itself and is intended for submission at the 90% and 100% submittal stages.

• Project Information: Name (Repair BEQ HP135), Location (Camp Lejeune, NC), Solicitation No. (N40085-25-F-0675), Contract Type (RFP), Estimated Cost ($24,254,278).
• A/E Firm & Address: MBF Architects, PA, with listed disciplines and associated firms.
• Project Description: Includes replacement of mechanical, plumbing, and electrical systems, interior finishes, upgrades to Antiterrorism Standards, construction of a new mechanical building and chiller yard, and manhole rehabilitation.
• Bidding Purposes: Details on unit price requirements, lump sum vs. itemized bids, additive/deductive items, and reference to specific FAR clauses (5252.214-9300, 5252.214-9301).
• Physical Data: Information on test borings, weather conditions, and transportation facilities.
• Contractual Information: Clauses related to ozone-depleting substances, small business program, recovered materials, Buy American Act, brand name or equal, utilities, cost limitations, accident prevention, property records, and wage determination.
• Submission Requirements: Lists items to be included with a 100% submission, such as checklists, verification reports, submittal register, estimate, and contract files on CD.

This document provides crucial preliminary information about the project's scope, estimated cost, and key contractual and administrative requirements. Bidders can use this to understand the overall nature of the work, identify potential complexities (e.g., hazardous materials, specific FAR clauses), and prepare for the submission process. It highlights the solicitation number and estimated cost, aiding in initial opportunity assessment.

Form / Attachment / Pricing Sheet

This document is an Asbestos Inspection Report for Building # HP135 at MCB Camp Lejeune. It details the findings of an asbestos inspection, including the identification and location of asbestos-containing materials (ACM).

• Inspection Summary: Provides building details (number, year built, occupant, asbestos manager) and a history of previous ACM findings and actions.
• Notification of ACM in Building: States that ACM has been identified and advises contacting the Asbestos Program Manager for more information. It clarifies that intact and undisturbed ACM is not considered a significant health hazard.
• Friable ACM(s) identified: Lists any friable ACM found. In this report, none were found.
• Non-friable ACM(s) identified: Lists non-friable ACM, including descriptions (e.g., 12" Cream Floor Tile and Adhesive, Roofing Sealant, Silver), locations, dates of identification, and quantities (in SF).
• Tested Non ACM or REMOVED Materials: Lists materials tested that were determined to be non-ACM or have been removed.
• Health Aspects & Conditions to Avoid: Provides information on health hazards associated with ACM and conditions to avoid to prevent fiber release.
• Reports of Damage, Response Action, Inspection, Recordkeeping: Outlines procedures for reporting damage, corrective actions, periodic inspections, and record maintenance.
• Samples Collected: Detailed tables listing samples collected, their descriptions, dates, locations, and asbestos content percentages (Chr, Amo, Oth).

This report is relevant for bidders who may be involved in renovation, demolition, or maintenance activities at Building HP135. It provides critical information about the presence, type, and location of asbestos-containing materials, which will inform safety protocols, abatement procedures, and compliance requirements for any work performed in or on the building. Understanding the scope and location of ACM is essential for accurate bidding and safe execution of contracts.

Forms / Attachments / Pricing Sheets

This document package contains the Structural Interior Design (SID) Package for the HP135 BEQ Renovation CL project at Marine Corps Base, Camp Lejeune, NC. It details the interior finishes, materials, and design objectives for the renovation.

• Table of Contents: Outlines the sections included: Point of Contact List, Narrative of Interior Design Objectives, Meeting Minutes, Finish Plans & Schedules, and Finish Boards.
• Point of Contact List: Provides contact information for A&E Architect, A&E Interior Designer, and the Base Architectural Supervisor.
• SID Narrative: Details interior design criteria, codes, and standards, and outlines the basis of design for finishes, partitions, and signage.
• Meeting Minutes: Records discussions and action items from the 50% and 95% Review Meetings, including comments and responses.
• Finish Plans & Schedules: Includes detailed floor finish plans for the first, second, and third floors, as well as enlarged plans for specific areas like sleeping rooms, kitchens, laundry, and mechanical spaces. It also contains a comprehensive finish schedule and legend.
• Signage Plans & Details: Provides plans for signage on each floor, typical signage details, and mounting locations.
• Interior Elevations & Details: Shows specific details for casework, vanities, kitchenettes, closets, and various transition and corner guard details.
• Finish Boards: Visually presents selected materials and finishes, including acoustical ceiling tiles, corner guards, plastic laminate, luxury vinyl tile, window shades, epoxy flooring, wall graphics, paints, grouts, tiles, rubber base, solid surfaces, and signage finishes.

This package is crucial for understanding the specific interior design requirements, material selections, and finishes for the BEQ HP135 renovation. Bidders will need to use this information to accurately price materials, plan for installation, and ensure compliance with the specified design standards and aesthetic goals.

Form / Attachment / Pricing Sheet

This document is a Geotechnical Engineering Report prepared by Terracon for the "AE Design Repair G702 and HP135" project at MCAS New River & MCB Camp Lejeune, North Carolina. It provides findings from subsurface exploration and geotechnical recommendations for earthwork and pavement design and construction.

• Project Overview: Details the scope of services, including evaluation of existing pavement conditions, thickness, and shallow subgrade composition for buildings G702 and HP135.
• Site Conditions: Describes the geologic setting, site history, and existing site conditions including topography and current ground cover.
• Geotechnical Characterization: Outlines the field exploration methods (pavement coring, hand auger borings, DCP testing), soil profile, and groundwater conditions.
• Earthwork Recommendations: Provides guidance on demolition, site preparation, subgrade preparation (densification, proofrolling), soil stabilization, excavation considerations, fill material types, and fill placement/compaction requirements.
• Pavement Recommendations: Includes general pavement comments, subgrade support characteristics, traffic loading assumptions, pavement section thicknesses, and recommendations for pavement drainage and maintenance.
• Attachments: Lists various supporting documents including exploration and testing procedures, GeoModel, photography logs, site location and exploration plans, exploration results, laboratory results, and supporting information.

This report is crucial for bidders as it details the subsurface conditions, soil types, and provides specific recommendations for earthwork and pavement construction. Understanding these geotechnical aspects is essential for accurate bidding, planning construction methods, and ensuring the long-term performance of the proposed pavement structures. It highlights potential challenges such as uncontrolled fill material and provides guidance on how to address them.