Joint Base Lewis-McChord (JBLM) FORGE I Other Transaction Authority (OTA) Request for Prototype Proposal (RPP) W51EW7-26-R-A007

Solicitation / RFP / RFQ

This document is a Request for Prototype Proposal (RPP) under "Other Transaction" Authority (10 U.S.C. 2808(a)) for the Joint Base Lewis-McChord (JBLM) FORGE program. The initiative aims to enhance infrastructure and operational capabilities at JBLM by addressing aging facilities, improving efficiency, and supporting service members and their families. This RPP focuses on a pilot program to demonstrate time and cost savings through project innovation for U.S. Army Facility Modernization Efforts.

• Infrastructure Upgrades: Renovation/construction of barracks, training facilities, administrative buildings, and maintenance shops.

• Sustainability Initiatives: Incorporating sustainable practices and technologies.

• Enhanced Training Facilities: Development of advanced training environments.

• Community Improvements: Upgrades to recreational facilities, family housing, and support services.

• Collaboration: Coordination with local government and community organizations.

• Technical Requirements: Compliance with Unified Facilities Criteria (UFC), and various local, state, and federal building and life/health/safety codes. Specific UFCs and codes are listed.

• Warranty: A one-year Warranty Management Plan is required at project completion.

• Funding: Approximately $235 Million is intended for this effort.

• Award: A single award is intended, but multiple awards are possible if no single offeror can accomplish the entire scope.

• Period of Performance: Not to exceed 60 months.

• Acquisition Approach: Allows for non-competitive follow-on agreements under 10 U.S.C. § 2808(a) if the initial project is successful.

• Contract Type: Firm-Fixed-Price (FFP) is contemplated, but CLINs may change to Options.

• On-site Visit: Tentatively scheduled for April 28-30, 2026 (no virtual option).

• Proposal Due Date: May 14, 2026, at 5:00 PM EDT.

• Proposal Validity: 210 days.

• Technical Volume: Limited to 60 pages (PDF format). Drawings and prints from CAD are excluded.

• Price/Cost Volume: Separate Excel file, cost narratives limited to 10 pages.

• Submission Method: Email to usarmy.jbsa.acc-micc.mbx.tsc-div1@army.mil.

• Evaluation Factors (Descending Order of Importance):

  1. Technical Approach and Design
  2. Construction Capabilities
  3. Cost Savings Potential / Overall Costs

• Adjectival Merit Ratings: Outstanding, Good, Acceptable, Marginal, Unacceptable.

• Not explicitly stated, but the "Other Transaction" Authority may allow for flexible arrangements.

• Offerors must plan for employee vetting through the Installation Visitor Control Center (VCC).

• Common Access Card (CAC) issuance requirements are detailed.

• Data and Intellectual Property Rights are addressed, including definitions and assertions.

• Terms and Conditions include references to the Davis Bacon Act, Buy American Act, Miller Act, and CMMC.

• Numerous attachments are listed, providing detailed project scopes, contract terms, and specifications.

Other / Unclassified

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Bidders will need to obtain a compatible PDF reader to view the actual solicitation or any related documents. This document itself does not contain specific details regarding the opportunity's scope, requirements, or deadlines.

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

To provide a complete and usable SCIF-in-a-Box (SIAB) system, including all necessary plant, labor, tools, equipment, and materials, in accordance with project specifications and plans.

• Site Work and Foundation: Excavate and prepare a site for a new concrete pad, install a crushed aggregate base course (95% standard density), and pour a 6" thick, 4,000 psi concrete pad with a 1" chamfer and 4" raised edge. The pad will have a thickened edge extending 12" below grade, reinforced with #4 rebar. A concrete mix design and 28-day strength test results are required.

• SIAB Procurement & Placement: Procure and place a modular unit (approx. 1,000 SF, accommodating 23-25 workstations) that meets ICD 705 and SAPF requirements. The unit must be mounted and secured to the concrete pad per manufacturer specifications. Machinery for lifting and placement is the contractor's responsibility. Stub-out locations for electrical and communications services must be provided in the pad.

• Electrical Service: Install appropriately sized 120/208V, 3-phase, 4-wire, 200A, 60 Hz service to the SIAB. This includes trenching and installing conduit from the Main Distribution Panel (Building 4290) to the SIAB stub-out. All conductors must be copper, with continuous runs and weatherproof exterior fittings. A new 200A breaker, electrical grounding, and an arc flash study with warning labels are required. Coordination with the government Project Manager (PM) for system checks is necessary.

• Communications Infrastructure: Install a duct bank system from the designated tie-in point to the SIAB's communications panel stub-out, including a new maintenance hole if needed. The duct system will be concrete-encased schedule-40 conduit. The contractor will Engineer-Furnish-Install-and-Test (EFI&T) a telecommunications fiber optic and copper cable system, including new single-mode fiber optic and multi-pair copper cabling from Building 4290 to the SIAB. Fusion splicing, new patch panels, and equipment cabinets are required. All cables must be tested before and after termination. Labeling must comply with ANSI/TIA-606 and Joint Base Lewis-McChord standards. A detailed communications installation plan and test reports are required submittals.

• Compaction test for subgrade preparation.

• 28-day compressive strength test results for concrete.

• Arc flash study results and warning labels.

• Optical Time Domain Reflectometry (OTDR) and Attenuation tests on all fiber strands.

• Compliance with ICD 705 and SAPF requirements.

• Compliance with relevant national, state, and local codes and standards, including NFPA 70 and UFC.

• Work will occur at Joint Base Lewis-McChord.

• Normal work hours are Monday-Friday, 0700-1600, excluding Federal holidays, unless otherwise approved by the PM.

• Contractor must obtain all required permits, including digging permits.

• Compliance with all environmental regulations, including submission of an Environmental Protection Plan (EPP) and Stormwater Pollution Prevention Plan (SWPPP) if applicable.

• Creation and adherence to a waste management plan.

• Coordination with the government PM for any required utility outages at least 14 calendar days in advance.

• The SIAB unit must meet ICD 705 and SAPF requirements.

• RF shielding, acoustic/RF combo door, and network cabinets are specified for the SIAB.

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

This document outlines the scope of work for the complete replacement of the existing Variable Refrigerant Flow (VRF) HVAC system at the McChord Field Air Traffic Control Tower with a new, redundant, 4-pipe hydronic system utilizing high-efficiency heat pump chillers. The primary objective is to upgrade the HVAC system while ensuring the Air Traffic Control Tower remains fully operational 24/7 throughout the project.

• Demolition: Removal of the existing VRF system, including outdoor condensing units, indoor fan coil units, branch selector boxes, and associated refrigerant piping and controls. Architectural demolition includes existing windows and louvers as required for temporary piping.

• Installation: Installation of a new, redundant, 4-pipe hydronic system with high-efficiency heat pump chillers. This includes new mechanical and electrical equipment, associated architectural and structural modifications, new piping, fan coil units, pumps, and an Energy Recovery Ventilator (ERV).

• Phased Construction: The project will be executed in four major phases to maintain continuous operations:

  1. Temporary System Installation & New Equipment Staging
  2. VRF System Demolition
  3. Permanent System Installation
  4. Final Connections and Demobilization

• Disciplines: Work is detailed by discipline: Architectural (window replacement, patching), Civil/Structural (equipment pads, trenching), and Mechanical (HVAC system replacement, piping, controls).

• The Air Traffic Control Tower must remain fully operational 24/7 throughout the project.

• All materials must be new and comply with the Buy American Act.

• Compliance with all applicable local, state, and federal laws, regulations, and standards, including OSHA.

• Development and implementation of an Environmental Protection Plan (EPP) and a Stormwater Pollution Prevention Plan (SWPPP).

• Location: McChord Field Air Traffic Control Tower, Joint Base Lewis-McChord, Washington.

• Period of Performance: Not explicitly stated in this document, but the phased approach indicates a multi-stage project.

• Operational Continuity: The Air Traffic Control Tower must remain fully operational 24/7.

• Phasing Plan: A detailed phasing plan is required to ensure continuous operations and coordinate utility shutdowns.

• Site Management: Ensuring site safety and security, coordinating site access, staging areas, and potential road/walkway closures.

• Field Verification: Verifying existing site conditions and dimensions prior to fabrication/construction.

• Submittals: Required submittals include shop drawings, product data, and final "as-built" record drawings.

• Materials: Must comply with the Buy American Act.

• Refrigerant Recovery: All refrigerant must be recovered by an EPA-certified technician.

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

To design and build a new, standalone Soldier Performance Readiness Center (SPRC) Physical Training Module at Joint Base Lewis-McChord.

• New Construction: Ground-up construction of a new facility. The contractor's design team will propose the optimal location near Building 3168.

• Design & Engineering: Provide all design, engineering, management, labor, and materials.

• Facility Requirements: A large, open, high-bay facility with a minimum clear height of 16'-0". The initial concept is a tension fabric structure, but innovative and cost-effective solutions are encouraged.

• Site Work: Includes clearing, excavation, grading, installation of underground drainage, and trenching for utilities (water, electrical, data).

• Structural: Foundation and erection of the primary building structure (e.g., tension fabric, pre-engineered metal building) to achieve a clear-span, high-bay space. Includes a reinforced concrete or masonry "throwing wall" for ball-impact exercises.

• Surfacing:

  • Zone 0 (Preparation/Warm-Up): Brushed concrete slab.
  • Zones 1 & 2 (Resistance/Accessory): Heavy-duty, outdoor-rated, resilient rubber athletic flooring (min. 3/8" thick).
  • Zone 3 (Work Capacity/Agility): Multi-lane synthetic turf field (approx. 70'x82') with lane markings and foam backing.

• Utilities & Finishes:

  • Electrical: Exterior high-lumen LED lighting (min. 40 fc), weatherproof outlets.
  • Mechanical: High-volume, low-speed (HVLS) ceiling fans, heating/cooling as needed for year-round training.
  • Plumbing: Outdoor water fountains/bottle-filling stations.
  • Acoustics: Achieve a reverberation time between 1.8-2.0 seconds.
  • Finishes: Perimeter fencing or containment barriers, paint.

• Exclusions: Exercise equipment, clinical equipment, office furniture, and specialized appliances are provided and installed by others.

• Coordination: Utilities to be coordinated through JBLM privatized utility services.

• Specific requirements for flooring thickness, turf dimensions and markings, lighting levels, and acoustical performance are detailed.

• Location to be determined by the Contractor's design team near Building 3168.

• Period of performance not specified in this document.

• Site is known to have possible contaminated soil, requiring in situ testing prior to excavation.

• Coordination with JBLM privatized utility services is required.

• The "Technical Criteria for Soldier Performance Readiness Center" (SPRC Standard) must be followed for design and construction.

Form / Attachment / Pricing Sheet

This document outlines the "SUBMITTAL PROCEDURES" for the project, detailing the requirements for submitting various project-related documents to the Government Project Manager (PM) and Contracting Officer (KO).

• Submittal Format: All submittals must be electronic (Adobe Acrobat .pdf format). Drawings require an ACAD format and a PDF copy. ENG Form 4025 must accompany each submittal.
• File Naming Convention: "Contract # – submittal #, submittal name".
• Content Requirements: Submittals must be complete and detailed to demonstrate compliance with contract requirements. Deviations from contract requirements must be clearly identified and documented with justification.
• Government Approval: Required for critical materials, deviations, equipment compatibility, safety requirements, and other items designated by the KO. "Information Only" submittals do not require approval but will receive acknowledgement of receipt.
• Variations: Variations from contract requirements need Government approval and require written requests with documentation of benefits to the Government. These must be clearly marked on ENG Form 4025.
• Review Process: Government has up to 14 calendar days for submittal review. Disapproved items require corrections within 7 calendar days.
• Project Schedule: A detailed Project Schedule, using Critical Path Method (CPM) and Precedence Diagram Method (PDM), is required within 7 calendar days after Notice to Proceed (NTP). It must include activity durations, permit activities, procurement activities, and mandatory tasks. Schedule updates are required upon request.
• Accident Prevention Plan (APP): A site-specific APP, prepared in accordance with USACE EM 385-1-1, is required and must be submitted 14 calendar days prior to the preconstruction conference. Work cannot proceed without an accepted APP.
• Required Submittals: Lists pre-construction submittals (Quality Control Plan, APP, Environmental Protection Plan, Hazardous materials list, Project Schedule, etc.) and closeout submittals (O&M manual, Warranty Letter, As-Built Drawings, etc.).
• Safety Requirements: Compliance with USACE EM 385-1-1, Federal, state, and local laws is mandatory. Activity Hazard Analysis (AHA) is required.
• Quality Control: Contractor must maintain daily records, use a Government-provided daily inspection form, and submit reports electronically.
• Personnel Qualifications: Requirements for Site Safety and Health Officer (SSHO) and Construction Quality Control (CQC) System Manager are detailed.
• Environmental and Cultural Resources: Procedures for handling Asbestos Containing Material (ACM) and Lead-Containing Paint are outlined, including testing and abatement requirements.
• Air Quality: Information required for mechanical equipment and refrigerant containing equipment is specified.
• Hazardous Materials: Submission of an initial list of hazardous materials and a hazardous material inventory is required.
• Waste Management: A Construction and Demolition (C&D) Waste Management Plan is required to meet a 60% diversion goal.
• Work Coordination: Planning and accomplishment of work must minimize interference with existing facility use and occupants.
• Compliance: Adherence to all applicable rules, regulations, and statutes is required.
• Work Hours: Standard work hours are 7:30 AM to 4:30 PM, Monday through Friday, excluding Federal Holidays.
• Site Utilities: Coordination for utility outages, potable water, and electricity is detailed.
• Permits: Contractor must obtain and submit copies of all required permits.
• Anti-Terrorism (AT) and Operational Security (OPSEC): Training and procedures are outlined.
• E-Verify: Pre-screening of employees using E-Verify is required.

This document is critical for bidders as it establishes the procedural framework for project execution, including all required submittals, reporting, safety protocols, environmental compliance, and work hour limitations. Understanding these requirements is essential for accurate proposal development and successful contract performance. It details the specific forms, formats, and timelines that must be adhered to throughout the project lifecycle.

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Bidders must obtain access to the protected content using a compatible reader to determine its relevance to the opportunity. The document does not currently provide specific details on the scope, requirements, or submission instructions.

Other / Unclassified

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This document does not contain substantive information about the opportunity itself. It serves as a notification that the actual opportunity details are contained within a protected PDF that requires a compatible reader. Bidders must resolve this access issue to view and understand the full details of the solicitation.

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

This document outlines the scope of work for Project #3: Range 76, 30mm Gunnery, detailing demolition and installation activities required to upgrade and repair existing range facilities.

Part 1: Demolition Activities

• Building Demolition: Demolish and remove four existing range buildings (U074B, U074C, U074E, U074F), including foundations, slabs, and disposal of debris.
• Electrical & Communication System Demolition: Remove and dispose of approximately 14,250 feet of overhead power and communication lines, including 25 wood poles, one guy pole, and one transformer. This also involves installing new dead-end insulators and a guy wire assembly to terminate the remaining active line. Coordination with City Light and Power is required.
• Site Demolition: Bulldoze and remove one existing earth berm.

Part 2: Installation of New Work

• Site Preparation: Perform tree clearing and oak mitigation.
• Battle Positions: Construct four new Reverse Slope Battle Positions (BP #1, BP #2, BP #3, BP #4) according to standard design drawings BP-04 and BP-05. Work includes excavation, grading, concrete structure installation (turning pads, retaining walls), reinforcing steel, and gravel surfacing. Areas disturbed will be revegetated.
• Observation Position: Construct a new range viewing area on Cherry Hill, requiring clearing, leveling, and grading for parking and observation.

Part 3: Repair of Existing Systems

• Range Roads: Repair weathered and deteriorated range roads by grading, re-establishing cross-sections, removing vegetation, and applying new crushed stone or gravel.

• Moving Armor Target (MAT) Track System: Perform comprehensive repair and realignment of the existing MAT track system, including full replacement of rail, ballast, and ties, and ensuring proper drainage.

• Concrete strength: Minimum 28-day compressive strength of 4,000 PSI.

• Reinforcing steel: ASTM A615, Grade 60.

• Revegetation: Areas disturbed by construction must be revegetated to match natural surroundings without impeding target visibility.

• Tree removal: Specific guidelines for tree removal are provided, including requirements to leave dead standing trees, coordinate with Fish & Wildlife, avoid nesting seasons (April 1 - August 31), and avoid specific ecological areas.

• The document implies work will be performed at Range 76.

• Specific work windows are noted for tree removal (outside nesting season).

• Coordination with City Light and Power is mandatory for electrical demolition and installation.

• Strict adherence to standard design drawings BP-04 and BP-05 for battle positions.

• Environmental considerations include oak mitigation, revegetation, avoiding gopher-occupied areas and butterfly plants, and avoiding kinnickinnick patches.

• Work must occur outside of the nesting season (April 1 - August 31) for certain tree removal tasks.

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

This document outlines the scope of work for the repair of Taxiway 'H' (South Package) at McChord Field, Joint Base Lewis-McChord, WA. The project aims to repair the taxiway while minimizing disruption to airfield operations.

• Pavement Removal: Saw-cutting, demolition, and removal of existing Portland Cement Concrete (PCC) pavement and Asphalt Concrete (AC) shoulders within specified limits.

• Base Course Removal: Excavation and removal of existing base course material to specified depths.

• Earthwork and Grading: Grading the site to specified lines, elevations, and profiles, and preparing/compacting the subgrade to 95% or 100% of ASTM D1557.

• Paving and Surfacing: Installation of a 6-inch Aggregate Base Course (ABC), 14.5-inch thick PCC pavement, and 3-inch thick AC shoulders and 6.5-inch thick AC pavement for the E Ramp Taxiway connection.

• Joints: Construction of all pavement joints (doweled contraction, construction, expansion, and thickened edge joints) in accordance with specified details, including drilling and grouting dowel bars.

• Pavement Maintenance and Repair: Crack sealing in existing asphalt and concrete pavements, full-depth PCC panel replacement, and partial-depth PCC patch repairs.

• Pavement Markings: Re-striping of all pavement markings to match original configuration, color, and width, including taxiway centerline, edge stripes, and deceptive shoulder striping.

• Subgrade must be compacted to 95% or 100% of ASTM D1557.

• Aggregate Base Course compacted to 100%.

• All work must conform to applicable building codes, regulations, ordinances, and UFC 3-260-01 for airfield operations.

• The work is to be completed in phases to minimize disruption to airfield operations.

• Location: McChord Field, Joint Base Lewis-McChord, WA.

• Compliance: Contractor is responsible for obtaining all required permits.

• Field Verification: Contractor must verify all existing conditions and dimensions prior to starting work.

• Safety & Security: Contractor is responsible for construction means, methods, sequences, and safety, including airfield safety, security, and vehicle/equipment marking requirements.

• Access & Staging: Access via Gate 63V. A designated staging area is provided and must be restored to its original condition upon completion.

• FOD Control: Continuous prevention and removal of Foreign Object Debris (FOD) from active and construction pavement areas.

• Protection: Contractor must protect existing utilities, taxiway edge lights, and other airfield appurtenances; any damage must be repaired at the Contractor's expense.

• Disposal: All demolition rubble, debris, and excess excavated material must be removed and disposed of off-site.

• Site Restoration and Demobilization: Upon completion, remove all equipment, facilities, and trash, and restore disturbed areas.

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

To enhance aircraft braking performance and reduce hydroplaning risk by cutting grooves into the existing concrete pavement surface at McChord Airfield.

• Provide all labor, equipment, materials, and supervision for pavement grooving.
• Work to be performed on the north end of the primary concrete runway, specifically the first 172 linear feet of the ungrooved concrete section.
• Grooves to be cut uniformly and continuously, transverse to the runway centerline.

Two profile options are provided, with the final selection to be confirmed by the Contracting Officer:

• Option A: Standard Square Groove Profile

  • Width: 1/4 inch (6 mm) with tolerance +1/16 inch, -0 inch
  • Depth: 1/4 inch (6 mm) with tolerance ± 1/16 inch
  • Center-to-Center Spacing: 1 1/2 inches (38 mm) with tolerance -1/8 inch, +0 inch

• Option B: Trapezoidal Groove Profile

  • Width at Top: 1/2 inch (12 mm) with tolerance +1/16 inch, -0 inch
  • Width at Bottom: 1/4 inch (6 mm) with tolerance +1/16 inch, -0 inch
  • Depth: 1/4 inch (6 mm) with tolerance ± 1/16 inch

• At least 90% of all grooves must achieve a minimum depth of 3/16 inch for their full length.

• At least 60% of all grooves must achieve the full specified depth of 1/4 inch for their full length.

• Final acceptance is subject to inspection and verification by the Government's representative.

• Location: North end of the primary concrete runway at McChord Airfield.

• Work hours will be strictly limited to minimize impact on flight operations and may be restricted to nighttime hours.

• Pavement Preparation: Inspect and report any existing pavement damage before starting. Grooving shall not commence until defects are addressed.

• Cleanup and Environmental: Implement continuous cleanup, collect and legally dispose of all slurry, water, and debris off-site. Prevent entry into airfield drainage systems.

• Foreign Object Debris (FOD): Keep the work area free of FOD at all times. Thoroughly clean and inspect the runway surface before returning to operational status.

• Work Constraints & Coordination: This is an active airfield; all work must be coordinated with Airfield Operations and the Contracting Officer. Adhere to all security and access requirements.

• Weather Limitations: Grooving is not permitted at or below freezing temperatures (32°F / 0°C) or if freezing conditions are expected that would impede slurry/debris removal.

• Reference Documents: Contractors must be familiar with "Runway Grooving Diagram.pdf" and UFGS 32 01 18.71, "Grooving of Airfield Paving."

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

The primary objective of this project is to construct a dedicated UAS Training Site to support training exercises for Vertical Takeoff and Landing (VTOL) unmanned aerial systems within Training Area 20.

• Development of a central All-Weather Operations Surface, approximately 1,000 ft by 50 ft, designed as a Compacted Gravel Operations Pad.

• Two (2) 100 ft Equipment Staging Zones at each end of the Operations Surface.

• Safety Buffer Zone of approximately 15 ft cleared of significant vegetation surrounding the Operations Surface.

• Two (2) Designated Takeoff/Recovery Points marked for VTOL-specific training.

• One (1) 300 ft by 300 ft gravel parking pad to the east of the operations surface.

• One (1) 35 ft by 70 ft gravel launch pad to the west of the operations surface.

• Repair of two access roads, requiring clearing, widening, and reinforcing to a 14 ft wide driving surface with 10 ft cleared road shoulders on both sides. All trees and vegetation within these areas will be cleared.

• Clearing and Grubbing: Removal and disposal of all surface and subsurface vegetation, including trees, brush, downed timber, sod, stumps, roots, and buried logs within the approximately 31-acre footprint.

• Surface Excavation and Grading: Excavation and grading of access roads, Operations Surface footprint, parking area, and launch pads, with excavated materials hauled offsite.

• Base Course and Gravel Application: Placement, grading, and compaction of crushed aggregate and/or gravel for clear zones, lateral clearance, parking area, and launch pad. Access roads will be graded for water drainage.

• Finish Work: Hydroseeding disturbed areas outside the designed features with a native seed mix upon completion.

• The project is located within Training Area 20.

• The government encourages innovation to meet the foundational needs of the area.

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

This document outlines the scope of work for security upgrades at McChord Field.

• Clear Vegetation: Remove vegetation along the East side of the airfield security fence, cut to a maximum height of two inches, with all debris removed offsite. Apply weed/brush prohibiting spray to the area.

• Install Privacy Slats: Remove existing black fabric screen and install vinyl privacy slats along the North end of the airfield security fence. Slats must be black and cover the entire fence height.

• Install Anti-Vehicle Barriers: Provide and install an anti-vehicle cable barrier system along a portion of the airfield security fence, with a standoff distance of no more than two feet from the fence.

• Install Cipher Locks: Install cipher locks at various buildings near McChord Airfield. This includes removing existing locksets/handles and installing new cipher locks, potentially including door hardware and full door replacement depending on the location (indicated by 'C', 'C+H', 'C+H+D' in Attachment 4). Specific requirements for exterior doors, hardware finish, and lock capabilities are detailed.

• Vegetation removal requires cutting to two inches and applying weed prohibit spray.

• Privacy slats must cover the entire fence height and be black.

• Cable barrier system must adhere to specifications in Attachments 2 & 3.

• Cipher locks must meet specific technical capabilities including weatherproof keypads, HID reader support, activity log capability, BHMA certification, and compatibility with the JBLM keying system. Locks must be powered by 5AA batteries.

• The work is to be performed at McChord Field.

• All debris from vegetation clearing must be removed offsite.

• New exterior doors must be hollow steel, 16 gauge minimum, with safety wire reinforced windows and a minimum 30-minute fire rating.

• Hardware must be satin chrome or brushed nickel.

• Contractor must coordinate with the Government on exact locations for barrier systems.

• Contractor must ensure all newly installed hardware integrates seamlessly with existing doors and frames.

• Construction cores must be provided and temporary cores replaced with permanent ones.

• Keys must be provided to the Government for each newly installed permanent core, with specific quantities and stamping requirements.

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

This document outlines the scope of work for replacing the HVAC system and associated interior finishes in Building J01207.

• Replacement of the existing multizone air handling unit, which is beyond its intended life expectancy and experiencing frequent mechanical and control failures.

• Replacement of associated ductwork.

• Replacement of interior finishes (carpet, ceiling tiles, non-functional lighting fixtures) that are also beyond their service life and will be disturbed during HVAC replacement.

• Replacement of the existing Direct Digital Control (DDC) system to interconnect with the new HVAC system, as the current system is obsolete and incompatible with the base Energy Monitoring Control System (EMCS).

• Building J01207 (approx. 11,000 sqft) is served by a centralized HVAC system installed around 2005.

• Key components are age-related and failing, leading to inconsistent airflow, poor temperature control, and increased maintenance.

• The system lacks modern energy-efficient components and does not meet current performance standards.

• Interior finishes are worn and damaged.

• The DDC system has experienced multiple failures and is incompatible with the current EMCS.

• Not explicitly stated in this document, but the project concerns Building J01207.

• The replacement of interior finishes is deemed practical and cost-effective concurrently with the HVAC work.

• The new DDC system must be compatible with the existing base EMCS framework.

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

To replace the entire overt/covert lighting system at McChord Airfield, including the replacement of the Sequence Flasher Light (SFL) system, and to provide training for JBLM Airfield Lighting technicians.

This project involves two main tasks:

• Task 1: Lighting System Replacement

  • Upgrade Logi Track Device Hardware for Runway 16/34.
  • This includes the installation of forty-eight (48) Logi Track Remotes (P/N: T6540-03-01-00 CLD, 2XLAMP, ON/OFF PROGR 11768824), with forty-four (44) designated for installation and four (4) for spares.

• Task 2: Sequence Flasher Remote Control Replacement

  • Replacement of Sequencer Flasher Remote Control Hardware for Runway 16 and Runway 34.
  • For Runway 16, this includes one (1) Remote Control Unit (P/N: 1500867-2-C) with an IP 66 Enclosure, I/O Unit, Managed Gigabit Ethernet Switch, and Single Mode SFP Module.
  • For Runway 34, a similar Remote Control Unit is required.
  • Includes two (2) Single Mode SFP Modules for Runway 16/34 SFL communications.
  • Requires new software, including a new Communication Protocol for the SFL interface and Database Modification for the new SFL configuration.
  • Includes a Factory Test.

• All safety protocols will be followed, referencing FAA 150/5340-26(x), Chapter 2.

• Perform and record testing and evaluation results before services begin.

• Coordinate commissioning tasks with the product manufacturer's representative.

• Support and log completion of equipment and software updates, and manufacturer-specified testing.

• Advise JBLM representatives of any deviations or discrepancies.

• Provide a final trip/maintenance report upon service completion.

• Organize, provide, and retain copies of all relevant project documentation.

• Provide training for all JBLM technicians.

Not explicitly stated, but the work is for McChord Airfield.

• Training for JBLM Airfield Lighting technicians.
• Coordination with product manufacturer's representative.
• Adherence to safety protocols.

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

To repair two deteriorating sections of Taxiway D (T28C1 and T28C2) at McChord Field, restoring them to a safe and effective operational condition due to low Pavement Condition Index (PCI) scores.

• Develop and submit a final repair plan and construction specifications.

• Prepare pavement by cleaning and sealing medium-severity cracks (T28C1 and T28C2) and shallow patching high-severity weathered areas (T28C2).

• Mill the entire surface of both sections (T28C1: 21,618 sq. ft., T28C2: 15,154 sq. ft.) to a depth of 2 inches.

• Apply a 2-inch hot-mix asphalt (HMA) overlay to the milled surfaces.

• Re-stripe pavement markings to match existing layouts and conform to airfield standards.

• Location: Taxiway D sections T28C1 and T28C2, McChord Field.

• Period of Performance: Not explicitly stated, but construction schedule must prioritize weekend work to minimize runway interruptions.

• Airfield Coordination: All activities require prior approval from the McChord Airfield Manager.

• Scheduling: Weekend work is prioritized.

• Airfield Operations: Plan for disruptions due to aircraft; all personnel/equipment must be evacuated during flight operations; use of displaced threshold is prohibited.

• Site Access: Construction escorts are required unless personnel are certified; daily scheduling is required; personnel must maintain radio communication.

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

This document outlines the scope of work for the "Repair JBLM Railhead" project. The primary objective is to address defects and fulfill repair requirements identified in the "Railroad Track Inspection and Repair Recommendations" report (ERDC/GSL APB ARR-20-06, March 2021).

• Conduct a thorough review of the referenced "Railroad Track Inspection and Repair Recommendations" report.
• Address all specified defects and repair requirements outlined in the report.
• The recommendations within the report are considered the minimum requirements for project completion.

Not explicitly detailed in this document, but the "Railroad Track Inspection and Repair Recommendations" report serves as the basis for identifying necessary repairs and conditions.

Not specified in this document, but the project pertains to the railroad infrastructure at Joint Base Lewis-McChord (JBLM).

• Contractors are encouraged to propose and incorporate innovative solutions to enhance quality, efficiency, or longevity.
• This includes, but is not limited to, novel materials, advanced processes, and optimized project timelines.

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

This document outlines the requirements for the design and build of a Soldier Performance Readiness Center (SPRC) at Joint Base Lewis-McChord, specifically focusing on the interior renovation of Building 11371.

• Interior Renovation: Complete gut and renovation of the first and second floors of Building 11371 to house the SPRC Reconditioning & Cognitive Performance Module and the Administration & Support Module.

• Design and Build: The contractor will provide all design, engineering, management, labor, and materials.

• Key Areas: The renovation will create modern, integrated clinical, administrative, and support spaces, accommodating private offices, cubicles, classrooms, reconditioning areas, and restrooms.

• Demolition: Selective demolition of non-structural interior elements and potential hazardous material abatement.

• Interior Construction & Finishes: Includes framing, durable and impact-resistant wall construction, specialized flooring (rubber, LVT, carpet tile, ceramic tile), acoustical ceilings, and new door frames.

• Specialties: Installation of a movable partition for classrooms, millwork for reception desks and a kitchenette, and millwork for a staff breakroom.

• Mechanical, Electrical, and Plumbing (MEP): Installation of a new HVAC system with zone controls, complete plumbing systems for restrooms and support areas, and a full electrical distribution system with new lighting and data/communication infrastructure.

• All equipment and furnishings (e.g., exercise equipment, clinical equipment, office furniture) will be provided and installed by others.

• Location: Building 11371, Joint Base Lewis-McChord.

• The document does not specify the period of performance.

• Design must comply with SPRC Standard Design documents and Technical Criteria for Soldier Performance Readiness Center.

• Wall construction must be durable and impact-resistant in high-traffic areas.

• Specific flooring types and finishes are required for different areas.

• HVAC system must provide specific temperature ranges for different zones.

• Lighting must meet minimum foot-candle requirements.

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

This document outlines the requirements for the design and construction of a new Soldier Performance Readiness Center (SPRC) at Joint Base Lewis-McChord. The SPRC is intended to generate lethal Soldiers who are physically fit and mentally tough for multi-domain operations.

• New Construction: Design and build a standalone, all-weather facility to house a Physical Training Module. The structure should be large, open, and have a minimum clear height of 16 feet. The location is to be determined by the Contractor's design team, near Building 11371.

• Site Work: Includes clearing, excavation, grading, installation of underground drainage, and trenching for utilities.

• Structural: Foundation and erection of the primary building structure (e.g., tension fabric, pre-engineered metal building) to achieve a clear-span, high-bay space. Includes construction of a reinforced concrete or masonry "throwing wall" for ball-impact exercises.

• Surfacing:

  • Zone 0 (Preparation/Warm-Up): Brushed concrete slab.
  • Zones 1 & 2 (Resistance/Accessory): Heavy-duty, outdoor-rated resilient rubber athletic flooring (min. 3/8" thick).
  • Zone 3 (Work Capacity/Agility): Synthetic turf field (approx. 70'x82') with lane markings and 5mm foam backing.

• Utilities & Finishes: Installation of electrical (high-lumen LED lighting, weatherproof outlets), mechanical (HVLS ceiling fans, heating/cooling), plumbing (outdoor water fountains), and acoustical treatment (reverberation time 1.8-2.0 seconds). Includes perimeter fencing and painting.

• Exclusions: Equipment and furnishings (exercise equipment, clinical equipment, office furniture, appliances) are provided and installed by others.

• Minimum clear height of 16'-0" for the Physical Training Module.

• Resilient athletic flooring minimum 3/8" thick.

• Synthetic turf field with specific lane width and markings.

• Reverberation time between 1.8-2.0 seconds.

• Lighting levels specified for various areas.

• Location: Joint Base Lewis-McChord, vicinity of Building 11371.

• Period of Performance: Not specified in this document, but implies design and construction.

• The area may have contaminated soil and unexploded ordnance; requires testing and training prior to excavation.

• Coordination for utilities with JBLM privatized utility services is required.

• The initial concept is a tension fabric structure, but innovative and cost-effective solutions are encouraged.

• Specific technical criteria for various spaces (Physical Training Module, Reconditioning & Cognitive Performance Module, Classrooms, Administration, Toilet/Janitor's Closet) are detailed, including finishes, HVAC, lighting, and power requirements.

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

This document outlines the requirements for the design and build of a Soldier Performance Readiness Center (SPRC) at Joint Base Lewis-McChord. The project involves the complete interior renovation of Building 3168 to house the SPRC Reconditioning & Cognitive Performance Module and the Administration & Support Module.

• Demolition: Selective demolition of non-structural interior elements and potential hazardous material abatement.

• Interior Construction & Finishes: Framing and wall construction (durable and impact-resistant), installation of various flooring types (rubber in reconditioning area, LVT/VCT in classrooms/corridors, carpet in administrative areas, non-slip ceramic in restrooms), 9'-0" minimum ceiling height with acoustical tile, and installation of new aluminum or hollow metal door frames.

• Specialties: Installation of a movable partition for classrooms, millwork for reception desks and kitchenettes, and millwork for staff breakrooms.

• Mechanical, Electrical, and Plumbing (MEP): Installation of a new HVAC system with zone controls, complete plumbing systems for restrooms and facilities, and a full electrical distribution system with new lighting meeting minimum foot-candle requirements. Infrastructure for fire alarm, data/communications (NIPR and MEDCOM), and security systems will be installed.

• HVAC system to maintain specific temperature ranges for different zones (offices: 68-74°F; open areas: up to 78°F).

• Lighting to meet minimum foot-candle requirements (50 fc at desk level).

• Acoustical performance requirements for various areas.

• The project is located at Building 3168, Joint Base Lewis-McChord.

• The document does not explicitly state the period of performance for the construction itself, but references "Technical Criteria for Soldier Performance Readiness Center" dated October 2025.

• All work must comply with UFC 1-200-01 “DoD Building Code” and other relevant government criteria.

• Equipment and furnishings will be provided and installed by others; the contractor's scope is limited to construction and facility preparation.

• Specific material requirements for flooring, walls, ceilings, and finishes are detailed.

• The document references "SPRC Standard Design documents" and "Technical Criteria for Soldier Performance Readiness Center" as integral parts of the scope.

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

This document outlines the scope of work for Project #17: I Corps JDOC Phase II, which involves significant upgrades and modifications to Buildings 2084 and 2090, as well as the construction of a security fence around the JDOC footprint.

1. Security Fence Construction:

• Installation of an FE-7 specification fence around the JDOC footprint.
• Visible fencing sections (facing the parade field and Building 2025) must be black ornamental; other sections can be black powder-coated chain link.
• Installation of personnel and vehicle gates with specific dimensions and features.
• Installation of concrete-filled pipe bollards.
• Removal and replacement of overlapping existing fence sections to ensure a seamless splice.

2. Building 2084 Conversion to Operational Support Facility:

• Installation of communications fiber and copper, including underground pathways and adherence to specific technical criteria (I3A, UFC 3-580-01).
• Construction of a new telecommunications room (minimum 5'x7') with specific requirements for flooring, walls, ceiling, lighting, outlets, grounding, and fire safety systems.
• Installation of new communication drops, service, and devices throughout the building, including separate lines for NIPR, SIPR, and TAC SIPR.
• Installation of cable trays for communication lines.
• Performance of renovations and repairs, including finishes, cove base, wall plates, restroom fixtures, flooring, walls, and electrical components.
• Installation of force protection modifications.

3. Building 2090 Conversion to Operational Support Facility:

• Installation of communications fiber and copper, similar to Building 2084.
• Construction of a new telecommunications room with similar specifications to Building 2084.
• Installation of new communication drops, service, and devices.
• Performance of renovations and repairs, mirroring those in Building 2084.
• Installation of force protection modifications for open storage areas.

4. Backup Generator Installation:

• Provision and installation of a new emergency generator (minimum 175 kW, 120/208V, 3 PH, 600A) to support Buildings 2084 and 2090.
• Includes weather-proof sound enclosure, integrated sub-base fuel tank, seismic rating, and controller for interface with power systems.
• Installation of a 3-way manual transfer switch and a 600A ATS.
• Installation of conductors, conduit, and supporting hardware.
• Construction of an enclosure around the generator.
• Completion of a comprehensive arc fault study and report.

Not explicitly stated, but the project involves Buildings 2084 and 2090 within the JDOC complex.

• Adherence to specific technical standards (FE-7, I3A, UFC 3-580-01, NEC, UL, ASCE 7-10).
• Submission of shop drawings, installation drawings, and cable test plans.
• Coordination with Government representatives and DPW PM/NEC Personnel.
• Specific material requirements (e.g., black ornamental fencing, powder-coated chain link, concrete-filled bollards, sheet metal shielding, fire-rated plywood, metal-clad doors, vault doors, security screens, one-way window film, intrusion detection systems, lockboxes).
• Compliance with environmental and safety standards (e.g., NFPA 30, NFPA 30A, UL42, UL 2050, cULus, NEC 700.3F).

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

To provide and install new diesel-powered emergency backup generators for Buildings J00578 and J00580 at McChord Child Development Center to ensure uninterrupted power during emergency operations.

Building J00578:

• Provide and install a new diesel-powered emergency generator with a minimum rating of 180kW, 208Y/120V, 3PH.
• Generator to have an integrated sub-base fuel tank with double-wall construction, providing a minimum 48-hour run-time.
• Generator controller must interface with the Enterprise Energy Data Reporting System (EEDRS) via Modbus protocols.
• Install a remote emergency stop switch on the generator enclosure.
• Include GFCI convenience receptacles and lights within the generator enclosure.
• Provide and install a 3-way manual transfer switch (600A, 208Y/120V, NEMA 3R) for load banking testing and portable generator connection.
• Provide and install a new 600A, 208Y/120V Automatic Transfer Switch (ATS) with a 4-pole isolation bypass (NEMA 3R).
• Consider placement of the generator in the existing enclosure.
• Provide an arc flash study for newly installed equipment.
• Replace the advanced metering system (EEDRS and JACE) for generator data interconnection.

Building J00580:

• Provide and install a new diesel-powered emergency generator with a minimum rating of 300kW, 208Y/120V, 3PH.
• Generator to have an integrated sub-base fuel tank with double-wall construction, providing a minimum 48-hour run-time.
• Generator controller must interface with the Enterprise Energy Data Reporting System (EEDRS) via Modbus protocols.
• Install a remote emergency stop switch on the generator enclosure.
• Include GFCI convenience receptacles and lights within the generator enclosure.
• Provide and install a 3-way manual transfer switch (1000A, 208Y/120V, NEMA 3R) for load banking testing and portable generator connection.
• Provide and install a new 1000A, 208Y/120V Automatic Transfer Switch (ATS) with a 4-pole isolation bypass (NEMA 3R).
• Consider a brick enclosure for the new generator/ATS/MTS to match existing building materials.
• Provide an arc flash study for newly installed equipment.
• Replace the advanced metering system (EEDRS and JACE) for generator data interconnection.

General Requirements for Both Buildings:

• All work shall comply with the most current editions of NFPA 110, 70, 70E, and JBLM Design Standard.

• Generators must provide a minimum run-time of 48-continuous hours.

• Generator output must be monitored by EEDRS to ensure proper performance and prevent damage to building systems.

• Not explicitly stated, but the work is for Buildings J00578 and J00580 at McChord Child Development Center.

• Compliance with Washington State environmentally compliant construction for fuel tanks.

• Interconnection with the Enterprise Energy Data Reporting System (EEDRS).

• Consideration of cultural concerns regarding generator placement and enclosure aesthetics.

• Arc flash study required for all new equipment.

Other / Unclassified

This document is the "MICC OTA Terms and Conditions" for an Other Transaction Agreement (OTA). It outlines the comprehensive terms and conditions governing the agreement between the U.S. Government and the "COMPANY" (the contractor).

This document is crucial for potential bidders as it details the contractual framework, rights, responsibilities, and obligations of both parties. It covers a wide range of topics including:

• Agreement Scope and Term: Defines the purpose and duration of the agreement.
• Management and Modifications: Outlines how the agreement will be administered and modified.
• Obligation and Payment: Details funding, payment schedules, and financial records.
• Disputes and Limitations: Establishes procedures for resolving disagreements and limits on damages.
• Confidentiality and Data Rights: Addresses the handling of sensitive information and intellectual property.
• Operational Security and Safety: Specifies requirements for antiterrorism, operations security, and accident prevention.
• Construction Specifics: Includes articles on design, construction, material and workmanship, permits, and warranties.
• Compliance: Covers various regulations including Buy American, labor standards, and insurance requirements.
• Administration: Details change orders, points of contact, and performance schedules.

Understanding these terms is essential for any vendor considering this opportunity, as they define the legal and operational landscape of the contract.

Form / Attachment / Pricing Sheet

This document provides a detailed breakdown of CLIN (Contract Line Item Number) structures and associated project information, likely for a construction or repair opportunity. It serves as a reference for bidders to understand the various components of the potential contract.

• Priority Order Sheet: Lists projects by number, IJO #, and Project Title. Projects include barracks replacement, training areas, SCIF construction, airfield security, HVAC repairs, runway lighting, taxiway repairs, railhead repair, and SPRC construction/conversion.
• CLIN Structure Sheet: Details each CLIN, its type (primarily FFP - Firm Fixed Price), sub-CLINs, IJO #, Title, and whether the work involves Construction, Repair, Communications (Comms), Furniture, Fixtures & Equipment (FF&E), or other specific tasks. Design and Construction Costs are listed as 0.0, and Proposed Price is also 0.0, indicating this is a structural outline rather than a pricing proposal.

This document is crucial for bidders to understand the scope and categorization of work under the potential contract. It outlines the specific projects and their associated CLINs, helping vendors identify which areas of work they are qualified to bid on and to prepare their proposals accurately based on the defined CLIN structure and project titles.

Form / Attachment / Pricing Sheet

This Excel file, "ATTACH0001_FY26 JBLM FORGE - Project List 20260414.xlsx", provides a prioritized list of projects for Fiscal Year 2026 at Joint Base Lewis-McChord (JBLM) and McChord Field. It is intended to inform potential bidders about upcoming construction and repair opportunities.

The document contains a list of projects, each with a Project Number, IJO Number, and Project Title. The projects are organized by priority order.

This document is crucial for bidders to understand the potential scope of work for FY26 at JBLM and McChord Field. It outlines specific projects such as:

• Barracks replacement
• Training area construction
• SCIF construction
• Airfield security and repair projects (runway, taxiway, lighting)
• HVAC replacements and repairs
• Soldier Performance Readiness Center (SPRC) construction and conversions
• Child Development Center backup power installations

Bidders should review this list to identify opportunities that align with their company's capabilities and to prepare for future solicitations related to these projects.

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

To provide and install a new diesel-powered emergency generator for Building 6995 to ensure uninterrupted power during emergency operations.

• Install a new diesel-powered emergency generator with a minimum set rating of 500kW, 208Y/120V, 3PH.

• The generator must have an integrated sub-base fuel tank with double-wall construction, providing a minimum of 48-continuous hours of run-time.

• Integrate the generator controller with the Enterprise Energy Data Reporting System (EEDRS) using Modbus communications.

• Install a 3-way manual transfer switch (1600A, 208Y/120V) for isolated load banking testing and portable generator connection.

• Install a new 1600A, 208Y/120V Automatic Transfer Switch (ATS) with a 4-pole configuration and isolation bypass.

• Provide an arc flash study for the newly installed equipment.

• Replace the existing, failing advanced metering system (EEDRS and JACE) to ensure proper generator performance monitoring and data reporting.

• Generator must meet a minimum set rating of 500kW.

• Fuel tank must provide a minimum 'run-time' of 48-continuous hours.

• Generator controller must interface with EEDRS via Modbus.

• All work must comply with the most current editions of NFPA 110, 70, 70E, and JBLM Design Standard.

• Not explicitly stated in this document, but the project is for Building 6995 at Madigan CDC.

• Generator enclosure must have a remote emergency stop switch per NEC Section 445.19(B).

• Generator must include electrical packages with GFCI convenience receptacles and lights.

• ATS must have a 4-pole configuration and isolation bypass.

• Compliance with Washington State environmentally compliant construction standards for the fuel tank.

• Compliance with UFC 3-400-01 and JBLM Design Standards for EEDRS JACE installation.

Other / Unclassified

This document is a presentation for the JBLM FORGE Industry Day held from January 21-23, 2026. It includes information about the U.S. Army Materiel Command (AMC), its mission and vision, major subordinate commands, and its role in delivering ready combat formations. The presentation also details "Other Transaction Authority" (OTA) basics, including its definition, permissible uses (research, prototype, production), and how it differs from traditional contracts. It outlines the benefits of using OTA, such as bypassing certain FAR requirements and offering flexibility. The document also touches upon OT consortiums and commercial solutions openings (CSO) as methods for utilizing OTA. Finally, it provides an overview of I Corps, its mission, modernization efforts, installation support at JBLM, its divisions, and subordinate commands.

This document serves as an informational overview for potential vendors attending the JBLM FORGE Industry Day. It provides context on the U.S. Army's contracting mechanisms, particularly "Other Transaction Authorities" (OTAs), which may represent opportunities for businesses, especially non-traditional defense contractors and small businesses. Understanding the AMC's structure, mission, and the specific focus areas of I Corps can help bidders identify potential areas for collaboration and align their offerings with the Army's strategic objectives and contracting approaches.

Form / Attachment / Pricing Sheet

This document comprises architectural drawings, including floor plans, reflected ceiling plans, roof plans, elevations, building sections, wall sections, enlarged plans, and Furniture, Fixtures, and Equipment (FF&E) details for the FY27 UEPH MDTF BARRACKS project at Joint Base Lewis McChord, Washington. It provides detailed layouts, structural information, and specific construction assemblies.

• Architectural Drawings: Detailed floor plans (Levels 01-03, Areas A-F), reflected ceiling plans, roof plans, exterior elevations, building sections, and wall sections.
• Enlarged Plans & Details: Specific plans for core areas (A, C, E) and typical 2-bedroom and 4-bedroom units, including stair and elevator details.
• Construction Assemblies: Specifications for exterior and interior wall assemblies (with STC ratings), roof assemblies, and detailed wall sections.
• Schedules: Door, louver, window, curtain wall, and interior finish schedules.
• FF&E Information: FF&E plans showing placement in units and common areas, along with a detailed FF&E schedule listing item codes, descriptions, and quantities for various categories (Ancillary, Appliances, AV, Bedroom, Desks, Dining, Equipment, Lounge, Seating, Storage, Tables).
• Notes: Critical construction notes, material specifications, symbols, coordination requirements, and specific FF&E plan notes indicating they are for coordination only and that FF&E is not part of the contract.

These drawings and schedules are essential for bidders to understand the project's physical scope, design intent, construction methods, materials, and finishes. They are critical for accurate material take-offs, labor estimates, construction planning, and pricing. Bidders must carefully review all architectural details, assembly specifications, and schedules. Notably, the FF&E is explicitly stated as not being part of the contract, which bidders must account for in their planning and pricing strategies.

Forms / Attachments / Pricing Sheets

This collection of documents comprises architectural and engineering drawings, specifications, and schedules related to the FY27 UEPH MDTF Barracks project at Joint Base Lewis-McChord. It details fire protection, sanitary systems, plumbing (domestic hot/cold water, recirculation), HVAC, and electrical systems, including lighting.

• Fire Protection: Includes fire alarm, mass notification, and sprinkler system designs (Sheets FA-119 through FA-122 and FX-101 through FX-109), detailing layouts, device symbols, installation notes, hazard classifications, and piping specifications (Schedule 40 steel, CPVC not permitted).
• Sanitary Systems: Plans for waste and vent piping, cleanouts, and vent connections across multiple floors.
• Plumbing Systems: Detailed layouts for domestic cold water (DCW), domestic hot water (DHW), and domestic hot water recirculation (DHWR) piping, including isolation valves and risers.
• HVAC Systems: Plans and schematics for heating, ventilation, and air conditioning, including air handlers, fan coil units, boilers, chillers, pumps, and unit heaters across various floors and areas. Hydronic plans are also included.
• Electrical Systems: Lighting plans, power distribution plans (outlets, circuits, sources), demolition plans, and site plans.
• Schedules: Provides schedules for plumbing fixtures, pumps, tanks, hot water heaters, backflow preventers, air separators, elevator sump pump points, and mechanical equipment specifications (airflow, power, heating/cooling data).
• Notes & Legends: Comprehensive general notes, abbreviations, and symbols legends for all systems, along with sheet keynotes for specific installation requirements.

These drawings and schedules are critical for bidders involved in the installation, inspection, and testing of fire protection, sanitary, plumbing, mechanical (HVAC), and electrical systems. They define the scope, layout, technical specifications, and specific requirements for these systems, directly impacting material procurement, labor estimation, and compliance with project specifications. Bidders must thoroughly review these plans to understand the full extent of the work required for these critical safety and building systems.

Form / Attachment / Pricing Sheet

This collection of attachments provides detailed project descriptions, technical specifications, and civil/utility plans for various construction and repair projects at Joint Base Lewis-McChord (JBLM) and McChord Field. These documents are intended to inform bidders about the scope of work, requirements, and site conditions for upcoming opportunities.

• FY26 JBLM C2B2P Project Descriptions: Outlines four distinct projects:

  • Multi-Domain Operations Training Area (UAS training site)
  • Range 76, 30MM Gunnery (demolition and new construction)
  • MDC-PAC Modular SCIF (SCIF-in-a-Box system)
  • McChord Airfield Security Projects (fencing, barriers, locks)

• JBLM ATCT HVAC Repairs & Airfield Projects: Includes detailed mechanical and electrical plans, schedules, and diagrams for HVAC repairs. Also summarizes projects for Assault Overt/Covert Lights, Taxiway H Repair, Runway Grooving, and JBLM Railhead Repair, along with a Railroad Inspection Report.

• Soldier Performance Readiness Centers (SPRCs): Provides detailed technical criteria for the design and construction of SPRCs, covering functional criteria, module-specific requirements (Physical Training, Reconditioning & Cognitive Performance, Classrooms, Administration, Toilet/Janitor's Closet), equipment lists, and drawings.

• FY27 PN 97455 MDTF Barracks Project: Contains civil engineering drawings, including general notes, legends, existing site plans, and access/haul routes. Also includes civil and demolition plans detailing existing site conditions and specific demolition requirements (asphalt, concrete, utilities, fences, trees, buildings, etc.). Utility plans cover domestic water, fire water, natural gas, sanitary sewer, stormwater, and electrical systems.

These attachments are critical for bidders interested in construction and repair opportunities at JBLM. They provide essential details on project scopes, technical specifications, site conditions, demolition requirements, and utility information. Bidders must thoroughly review these documents to understand the full extent of work, assess their capabilities, and prepare accurate proposals and cost estimates.

Form / Attachment / Pricing Sheet

This document contains detailed structural drawings for the FY27 PN 97455 MDTF Barracks project at Joint Base Lewis-McChord, Washington. It includes general notes, design standards, load calculations (dead, live, snow, wind, seismic), deferred submittals, existing condition information, and specific details for various structural components.

• General Notes: Outlines contract requirements, coordination with other disciplines, verification of dimensions, safety responsibilities, and compliance with codes (UFC, ACI, AISC, ASCE, AWS, IBC, SDI, TMS).
• Design Standards: Specifies adherence to Unified Facilities Criteria (UFC) and industry standards for structural design, fabrication, and construction.
• Load Calculations: Details design loads for floors, roofs, equipment, wind, snow, and seismic forces, including specific parameters and criteria.
• Deferred Submittals: Lists items to be designed by the contractor, such as steel stair systems, cold-formed metal framing, fall protection systems, and seismic bracing for utilities.
• Existing Conditions: Provides information on site preparation, soil characteristics, and foundation design parameters.
• Structural Details: Includes specific details for cast-in-place concrete, reinforcing steel, joints, formwork, footings, walls, concrete on steel deck, grout, and concrete exposure classes.
• Schedules: Contains rebar lap splice schedules, concrete rebar lap splice schedules, and slab on grade joint spacing.
• Plans: Includes overall and area-specific plans for foundations (Level 01), framing (Levels 02, 03, 04), roof trusses, seismic force resisting systems, and typical wall/stair/elevator/brace elevations.

This document is crucial for bidders to understand the structural requirements, materials, and design criteria for the project. It details the structural system, load considerations, and specific construction methods that must be followed. Bidders will need to review these plans to accurately estimate costs, develop construction methodologies, and ensure compliance with all structural specifications.

Forms / Attachments / Pricing Sheets

This document comprises architectural and engineering drawings, including "As-Built" records, for multiple projects at Joint Base Lewis-McChord. It details electrical, electronic security, and telecommunication systems, as well as site construction elements and generator installations.

• Electrical Plans: One-line diagrams, site plans, and riser diagrams for power distribution, transformers, panels, and conduits.
• Electronic Security Plans: Layouts for security devices, sensors, cameras, and access control points across multiple floors.
• Telecommunication Plans: Demolition and site/floor plans for telecommunications infrastructure, including fiber optic and copper cable routing, ductbank specifications, room locations, outlet designations, and general notes.
• Construction Details: Specifics on fencing, gates, bollards, curbs, sidewalks, ramps, door/window jambs, and mechanical roof/wall details.
• Generator Installation: Proposed locations and specifications for backup generators, including enclosure requirements and arc flash study details.
• As-Built Records: Final construction details for Madigan Child Development Center and McChord Child Development Center.

These drawings are critical for bidders to understand the existing conditions, scope of work, and specific technical requirements for electrical, security, and telecommunication systems, as well as site construction and generator installations. They provide essential details on system design, component placement, installation requirements, demolition scope, materials, dimensions, and site layouts necessary for accurate bidding and project execution.

Forms / Attachments / Pricing Sheets

This document, titled "JBLM C2B2P Pilot Project Slides," appears to be a presentation or collection of slides detailing various projects related to the JBLM (Joint Base Lewis-McChord) C2B2P (Command and Control, Battle Management, and Communications) Pilot Program. It serves as an informational resource for potential bidders by outlining the scope and nature of these projects.

• Project List: A comprehensive list of 19 projects with associated IJO numbers and titles, indicating the diverse range of construction, repair, and upgrade activities planned.
• Project Details: Individual slides provide specific project scopes, including:
  • Construction of training areas and facilities (e.g., Multi-Domain Operations Training Area, SPRC buildings).
  • Airfield infrastructure improvements (e.g., runway grooving, taxiway repair, lighting systems).
  • Facility upgrades and repairs (e.g., HVAC systems, barracks, child development centers, SCIFs).
  • Security enhancements (e.g., airfield security projects, fence construction).
• Location Maps: Maps are provided for most projects, indicating their specific locations within JBLM.

This document is highly relevant to potential bidders as it provides a detailed overview of upcoming construction and renovation projects at JBLM. It helps vendors identify opportunities that align with their capabilities and understand the specific requirements, locations, and scopes of work for each project. The slides offer a consolidated view of the program's components, aiding in bid preparation and strategic planning.

Other / Unclassified

This document is a notice for an Industry and Government Technical Information Exchange event, referred to as "JBLM FORGE," hosted by the Mission & Installation Contracting Command (MICC) Theater Support Center (TSC) and several Army partners. The event aims to facilitate discussions on the potential establishment of a Section 10 USC 4022: Other Transaction Agreement (OTA) for the JBLM facility Modernization program, supporting key construction projects.

This event provides an opportunity for businesses of all sizes and socioeconomic categories to learn about federal contracting opportunities, specifically related to engineering, construction, and support services for military and civil works projects. Key highlights include:

• Exclusive Leadership Briefings: Gain insights from decision-makers at MICC TSC, AMC G4, IMCOM, U.S. Army I Corps, and JBLM DPW.

• Spotlight on JBLM FORGE: Learn about the initiative to modernize facilities and enhance operational capabilities for the U.S. Army and Air Force at JBLM.

• Mastering Federal Contracts: Understand the federal procurement process and strategies for winning government contracts.

• High-Value Networking: Connect directly with government leadership and industry peers.

• Influence the Conversation: Provide feedback to shape future partnerships.

• Dates: January 20-23, 2026

• Location: Joint Base Lewis-McChord American Lake Conference Center (Hemlock and Fir Conference Rooms), 8085 NCO Beach Rd. JBLM-Lewis North, Washington 98433.

• Registration Deadline: Noon, January 13, 2026.

• Registration: Attendance is by prior registration only. Required information includes Company Name, UEI, attendee names and contact information, Government ID, Citizenship Country, attendance preference (in-person/virtual), Company Website, and Updated Capability Sheet. Registration must be submitted via an Excel attachment to Charley Jackson, Jr. at usarmy.jbsa.acc-micc.mbx.tsc-div1@army.mil.

• Point of Contact: Charley Jackson, Jr. (usarmy.jbsa.acc-micc.mbx.tsc-div1@army.mil, (571) 588-9138) and Stephanie Deal (stephanie.r.deal.civ@army.mil, (520) 944-7433).

• Questions: Submit questions via the "QA_JBLM_FORGE" Excel attachment to the MICC TSC Division 1 email.

Minor revisions were made effective January 14, 2026, including the addition of Event Information and an updated agenda. All other information remains unchanged.

Other / Unclassified

This document is a biographical sketch of Lieutenant General Matthew W. McFarlane, Commanding General of I Corps and Joint Base Lewis-McChord, WA. It details his military career, education, assignments, and awards.

This document is likely provided for informational purposes, potentially to introduce a key figure associated with the opportunity or the contracting activity. It does not contain specific requirements, solicitations, or contractual information relevant to bidders.

Other / Unclassified

This document is a biographical profile of Lieutenant General Gavin A. Lawrence, detailing his assumption of duties as Deputy Commanding General of the U.S. Army Materiel Command and Senior Commander of Redstone Arsenal on November 20, 2025. It outlines his responsibilities in managing the Army's logistics enterprise.

The profile includes:

• His commissioning as a second lieutenant in the U.S. Army Quartermaster Corps in 1995.
• A list of key staff, joint, and command assignments, including deployments to Iraq and Afghanistan.
• A list of his awards and decorations, and badges earned.
• His civilian education, including degrees from USMA, U.S. Naval War College, and U.S. Army War College, as well as executive programs.

This document provides background information on a key leader within the U.S. Army Materiel Command. While not directly related to a solicitation or SOW, it offers context about the leadership overseeing the logistics enterprise, which may be relevant for understanding the command structure and priorities of the organization.

Other / Unclassified

This document is a biographical sketch of Command Sergeant Major (CSM) JennyAnne C. Bright, detailing her career progression, assignments, education, and awards. It highlights her current role as the Command Sergeant Major of the U.S. Army Mission and Installation Contracting Command (MICC) and her previous command of the Fort Stewart Noncommissioned Officer Academy.

While not a solicitation or SOW, this biographical information may be relevant to bidders by providing context on the leadership and organizational structure of the MICC. Understanding the background and experience of key personnel, such as CSM Bright, can offer insight into the command's priorities and operational focus. The document also lists her extensive awards and decorations, indicating a distinguished military career.

Other / Unclassified

This document is a biography of Brigadier General Freddy L. Adams II, Commander of the Mission and Installation Contracting Command (MICC). It details his command responsibilities, previous assignments, education, and military awards.

While this document does not contain specific solicitation details, it provides background information on the leadership of the MICC. Understanding the commander's background and the command's structure may offer context for potential bidders interacting with the MICC on future opportunities.

Form / Attachment / Pricing Sheet

This document is a map and directory of Exchange Facilities at Joint Base Lewis-McChord (JBLM). It serves to inform personnel and visitors about the locations and types of services available through the JBLM Exchange.

• Map: Provides a visual layout of JBLM, highlighting key areas such as Lewis Main, McChord Field, and Lewis North. It indicates the location of various facilities and access gates.
• Directory: Lists specific facilities by area (Lewis Main, McChord Field, Lewis North) with corresponding numbers on the map.
• Facility Types: Includes information on Exchanges, Express stores, Mini Malls, Food Courts, Gas Stations, and specific food vendors (e.g., Burger King, Subway, Starbucks, Arby's, Popeye's, Qdoba, Jimmy Johns, Einstein's Bagels, Hunts Bros Pizza).
• Services: Mentions services like Mobile Centers, Class Six stores, and MCS Stores.

While not a solicitation or SOW, this document provides essential logistical information about the base. Bidders may find it useful for understanding the operational environment and the types of amenities available to personnel on JBLM, which could be relevant for staffing, logistics, or understanding the community served by the base.

Form / Attachment / Pricing Sheet

This document is a map providing directions to the American Lake Conference Center. It is intended to guide visitors to the facility.

• The map displays major roads and landmarks, including:
  • Lewis North Gate
  • Visitor Center (Lewis Main Liberty Gate)
  • American Lake Conference Center
  • Northwest Adventure Center Travel Camp
• Red dashed lines indicate a suggested route.
• Text provides specific driving instructions: "After the Visitor Center, you will turn back on 41st and go under the over pass to the Lewis North Gate. Follow map to American Lake Conference Center."

This map is relevant for bidders who may need to attend meetings or site visits at the American Lake Conference Center as part of the solicitation process or contract performance.

Other / Unclassified

This document announces an Industry and Government Technical Information Exchange / Industry Days Event, referred to as JBLM FORGE, hosted by the Mission & Installation Contracting Command (MICC) Theater Support Center (TSC) and several Army partners. The event is scheduled for January 20-23, 2026, at Joint Base Lewis-McChord (JBLM), WA.

The primary purpose is to facilitate discussions on the potential establishment of a Section 10 USC 4022: Other Transaction Agreement (OTA) for the development and maturation of the JBLM facility Modernization program. This program aims to manage key construction projects supporting the warfighter.

This event is an opportunity for businesses of all sizes and socioeconomic categories interested in federal contracting, particularly in engineering, construction, and support services for military and civil works projects.

Key highlights include:

• Exclusive Leadership Briefings: Gain insights from decision-makers at MICC TSC, AMC G4, IMCOM, U.S. Army I Corps, and JBLM DPW.

• Spotlight on JBLM FORGE: Learn about the initiative to modernize facilities and enhance infrastructure at JBLM.

• Mastering Federal Contracts: Understand the federal procurement process and strategies for winning contracts.

• High-Value Networking: Connect with leadership from various Army commands.

• Influence the Conversation: Provide feedback to shape future partnerships.

• Event Dates: January 20-23, 2026

• Registration Deadline: Noon, January 13, 2026

Attendance requires prior registration by submitting specific company and attendee information via an Excel sheet to Charley Jackson by January 13, 2026. Details on how to submit registration information, including options for providing Personally Identifiable Information (PII), are provided. Questions should be submitted via an Excel attachment to a specified email address.

Form / Attachment / Pricing Sheet

This document lists the acceptable identity verification documents for presentation with a Federal Limits Apply License or ID, as of October 27, 2025. It serves as a reference for individuals needing to provide identification for specific federal purposes.

• DoD CAC
• DoD Uniformed Services Identification and Privileges Cards
• U.S. Passport or U.S. Passport Card
• VA Issued Health Card
• Permanent resident card or Alien Registration Receipt Card (INS Form I-551)
• Foreign passport with a temporary I-551 stamp or temporary I-551 printed notation on a machine readable immigrant visa
• Foreign passport with a current arrival-departure record or foreign passport with INS Form I-94/I-94A bearing the same names as the passport and containing an endorsement of the alien's nonimmigrant status, if that status authorizes the alien to work for an employer
• Employee Identification Card issued by a federal, state or local government agency (must contain photograph and biometric information such as Name, DOB, Gender, Height, Eye Color and/or Address)
• U.S. Coast Guard Merchant Mariner Card
• Transportation Worker ID Card (TWIC) issued by DHS
• Native American tribal document
• U.S. Government issued, authenticated Federal PIV credentials
• For personnel 17 and under, a school identification card with a photograph
• US Military or Draft Record containing name and DOB
• Washington State Enhanced Driver's License or ID Card
• US Birth Certificate with Social Security Card

This document is relevant to bidders who may need to present specific forms of identification to comply with federal requirements related to the opportunity. It outlines the accepted documents to ensure compliance.

Form / Attachment / Pricing Sheet

This document is an Excel spreadsheet used for registering attendance and providing contact information for the 2026 JBLM FORGE Industry Day. It serves as a registration form for interested parties.

The spreadsheet contains numerous columns for collecting detailed information about each attendee and their company. These include:

• Company Name
• Contact Person's Name (Last, First, Middle, Suffix)
• Contact Address (Mailing, City, State, Zip, Country)
• Contact Information (Email, Phone Numbers)
• Citizenship Status and Government ID details (for US Citizens)
• Passport and Visa information (for Non-US Citizens)
• Attendance preference (in-person or virtual)
• Company Website
• Company Unique Entity Identifier (UEI)
• Company Size (Large/Small)

This document is crucial for any vendor wishing to attend the 2026 JBLM FORGE Industry Day. Completing and submitting this form is the required method for registration. The information collected will help organizers understand attendee demographics and facilitate event logistics. Vendors should review the required fields carefully to ensure accurate and complete registration.

Questions & Answers / Clarifications

This document is a Question & Answer log related to the JBLM FORGE opportunity, providing clarifications to potential bidders.

• Industry Day: Industry Day is scheduled for January 20-23.

This Q&A log provides specific details that may influence bidder understanding and preparation for the opportunity.