PERFORMANCE WORK STATEMENT

for

Indefinite Delivery Indefinite Quantity

FA524026Q0012

36 MXG

Aerospace Ground Equipment and Munitions Trailer

Corrosion Control Repair and Paint Services

ANDERSEN AIR FORCE BASE

YIGO, GUAM

Prepared:

15 May 2026

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TABLE OF CONTENTS

TABLE OF CONTENTS

1. GENERAL INFORMATION

1.1. GENERAL:

1.2. OBJECTIVES:

1.3. DESCRIPTION OF SERVICES:

2. MAINTENANCE AND LOGISTICS SUPPORT REQUIREMENTS:

2.1. WORKLOAD ESTIMATE:

2.2. EQUIPMENT SIZE CATEGORIES

2.3. REPAIR LEVELS AND CORROSION LEVELS

2.4. TURNAROUND TIME REQUIREMENTS

2.5. WORKFLOW AND LOGISTICS PROCESS

3. PERFORMANCE REQUIREMENTS AND PROCESSES

3.1. CORROSION CONTROL REPAIR PROCESS

3.2. SUPPORT EQUIPMENT PAINTING PROCESS

3.3. PAINT PREPARATION AND APPLICATION:

3.4. MARKINGS AND STENCILING APPLICATION

3.5. COMPOSITE COMPONENT REPAIR

3.6. REPORTING REQUIREMENTS

4. CONTRACTOR FURNISHED ITEMS AND SERVICES

4.1. MATERIALS:

5. GOVERNMENT FURNISHED ITEMS AND SERVICES

5.1. SERVICES:

5.2. PROPERTY AND EQUIPMENT

5.3. DOCUMENTATION

5.4. CONTRACTOR RESPONSIBILITY FOR GOVERNMENT PROPERTY

6. GENERAL INFORMATION AND ADMINISTRATIVE INFORMATION

6.1. QUALITY:

6.2. SECURITY:

6.3. POST AWARD CONFERENCE/PERIODIC PROGRESS MEETINGS:

6.4. CONTRACTING OFFICER REPRESENTATIVE (COR):

6.5. PERSONNEL QUALIFICATIONS AND CERIFICATIONS:

7. APPLICABLE PUBLICATIONS

8.1. DEFINITIONS

8.2. ACRONYMS:

9. ATTACHMENTS AND PERFORMANCE

9.1. ATTACHMENTS

9.2. PERFORMANCE REQUIREMENTS SUMMARY (PRS)

9.3. DELIVERABLES SCHEDULE

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ATTACHMENT 1 – AEROSPACE GROUND EQUIPMENT (AGE) MASTER LIST

ATTACHMENT 2 – MUNITIONS TRAILERS (MUNS) MASTER LIST

ATTACHMENT 3 – PAINT AND COATING PROCESS TABLES

ATTACHMENT 4 – PRE-TRANSPORTATION CHECKLIST (2pg) EXAMPLE / DAF FORM 1297

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1. GENERAL INFORMATION

1.1. GENERAL:

1.1.1. This Performance Work Statement (PWS) defines the tasks required for the corrosion control repair and painting services for Aerospace Ground Equipment (AGE) and Munitions (MUNS) Trailers, including but not limited to specialized extra small, small, medium, large, and extra-large AGE and MUNS Trailers, in accordance with applicable Technical Orders at the contractor’s facility. This is a non-personal services contract. The Government shall not exercise any supervision or control over the contractor performing these services.

1.1.2. This is a single-award Indefinite Delivery/Indefinite Quantity (IDIQ) contract. IDIQs are used when the Government has known service requirements, but the exact quantity or the length of the requirement cannot be identified. Corrosion control repair and paint services for AGE and MUNS Trailers are to be specified at the Task Order (TO) level; See Attachments 1 and 2 – AGE EQUIPMENT CLASSIFICATION and MUNITIONS TRAILERS CLASSIFICATION for size classifications. A Contracting Officer’s Representative (COR) will be appointed and serve as the primary point of contact for each Task Order.

1.1.3. PLACE OF PERFORMANCE: The work to be performed under this contract will be performed at the contractor’s facility, however exceptions may apply which will be specified at the task order level.

1.1.4. PERIOD OF PERFORMANCE: The period of performance shall be for one (1) Base Year and four (4) Option Years or when the cumulative value of all orders reaches the ceiling of the IDIQ, whichever comes first. In accordance with FAR 52.217-8 Option to Extend Services, the Government may require continued performance of services within the limits and at the rates specified in the contract. These rates may be adjusted only as a result of revisions to prevailing labor rates provided by the Secretary of Labor.

If this option is exercised, the Unit Prices proposed in Price List for the period of performance directly preceding the extension period will apply.

1.1.5. HOURS OF OPERATION: The contractor will coordinate pickup and delivery times with the designated Government point of contact(s) (POCs) as detailed in each Task Order. The Government’s regular hours of operation are 8:30 a.m. to 3:30 p.m., Monday through Friday except Federal holidays or when the government facility is closed for administrative reasons.

1.1.6. RECOGNIZED HOLIDAYS: The contractor will not be able to pick up or drop off any equipment on the following holidays.

a. New Year’s Day

b. Martin Luther King Jr.’s Birthday

c. President’s Day

d. Memorial Day

e. Juneteenth

f. Independence Day

g. Labor Day

h. Columbus Day

i. Veteran’s Day

j. Thanksgiving Day

k. Christmas Day

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1.2. OBJECTIVES:

1.2.1. The primary objective of this contract is to provide comprehensive corrosion control services for Aerospace Ground Equipment (AGE) and Munitions (MUNS) Trailers. To achieve this, the contractor shall perform complete corrosion removal, surface preparation, and coating applications in strict accordance with the applicable Technical Orders. Furthermore, the contractor shall replace corroded hardware as specified in the applicable Technical Order or as directed by the COR, provided the material cost for replacement hardware on any single asset does not exceed the Micro-Purchase Threshold (MPT) defined in the Federal Acquisition Regulation (FAR). The contractor shall conduct repairs according to the repair level identified during the initial joint inspection or subsequent repair process. Finally, the contractor shall adhere to all established equipment pickup and return timeframes to ensure minimal disruption to Government mission operations. The contractor shall not perform any out-of-scope work; if the COR requests work outside the scope of this contract, the contractor must immediately notify the Contracting Officer (KO) before proceeding.

1.3. DESCRIPTION OF SERVICES:

1.3.1. The contractor shall provide a skilled labor force capable of performing comprehensive corrosion control, including metal repair (welding and fabrication), fiberglass rework, plastic structure restoration, composite repairs, and painting. Personnel shall possess and maintain all required qualifications and certifications in accordance with paragraph 6.5 of this PWS. The contractor shall utilize sufficient surface preparation equipment and methods to remove existing coatings and ensure optimal adhesion and bonding of new paint systems, all while performing corrosion removal without compromising the structural integrity of the assets. All equipment restoration, painting, and coating applications shall be performed in accordance with applicable technical data and Occupational Safety and Health Administration (OSHA) regulations. The contractor shall ensure the safety and accountability of all personnel and shall provide all required personal protective equipment. Required service details will be defined at the Task Order level.

2. MAINTENANCE AND LOGISTICS SUPPORT REQUIREMENTS:

2.1. WORKLOAD ESTIMATE:

The Government estimates a current installation inventory of approximately 672 Aerospace Ground Equipment (AGE) assets and 133 Munitions (MUNS) Trailers. Based on this inventory, the Government anticipates an average induction rate of approximately seven (7) assets per week, with an estimated total annual workload of 230 to 250 assets.

Actual workload may vary based on mission requirements, operational priorities, equipment availability, and repair complexity. The Government may issue equipment induction requests individually, in batches, or on an irregular schedule depending on operational needs. The contractor shall maintain sufficient staffing, facilities, equipment, and transportation capability to support fluctuations in workload and shall be capable of accommodating temporary increases above the anticipated average induction rate when mission requirements necessitate. The Government reserves the right to adjust equipment induction quantities and scheduling in order to meet operational requirements.

2.2. EQUIPMENT SIZE CATEGORIES

The assets covered under this contract consist exclusively of AGE assets and MUNS Trailers. (Reference

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PRS-6)

2.2.1. AGE EQUIPMENT AND MUNS TRAILERS SIZE CATEGORIES:

All Aerospace Ground Equipment (AGE) and Munitions (MUNS) Trailers serviced under this contract shall be categorized by size based on their total cubic volume. To determine an asset's category, its volume shall be calculated in cubic inches (Length" x Width" x Height") and compared to the classification ranges defined below. To convert cubic inches to cubic feet, divide the result by 1,728.

For MUNS Trailers, the "Overall Length" from the tip of the drawbar to the rear of the main body shall be used for the calculation, as this better reflects the total work footprint. For all other AGE, standard overall dimensions apply.

Example Calculation: A floodlight with dimensions 80"L x 48"W x 66"H has a volume of 253,440 cubic inches (146.67 cubic feet) and is therefore classified as "Small."

The contractor shall be capable of servicing all equipment categories identified in this PWS. The table below defines the size categories for AGE and MUNS Trailers.

Category Definition (Cubic Inches / Cubic Feet)

Representative Examples

Extra Small Less than 172,800 cu in (Less than 100 cu ft)

Oil Cart, Axle Jack, LOX Cart, Universal Ram, Hydro Cart, Wheel Dolly, LOPAC

Small 172,800 – 432,000 cu in (100 – 250 cu ft) Heater, Floodlight, C-17 Towbar, Jacking Manifold, SGNSC, MHU-141 Trailer

Medium 432,001 – 864,000 cu in (250 – 500 cu ft) Fuel Bowser 200G, Generator, Bleed Air Cart, MC-7 Air Compressor, Hydraulic Test Stand, MHU-110/M Trailer, MHU-226 Trailer

Large 864,001 – 1,492,992 cu in (500 – 864 cu ft) B5 Stand, Jack Trailer, Boom Trailer, ACU-302

Extra Large Greater than 1,492,992 cu in (Greater than 864 cu ft)

THOR, B7 Stand, LMHA Trailer, B2 Stand

Reference Attachment 1 – Aerospace Ground Equipment (AGE) Master List Reference Attachment 2 – Munitions (MUNS) Trailers Master List

2.3. REPAIR LEVELS AND CORROSION LEVELS

The purpose of Repair and Corrosion Levels is to categorize the extent of damage and structural work required before coating and refinishing. The repair level shall be determined during the joint inspection

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Furthermore, the total cost for any repair services, hardware, or material replacements on a single asset shall not exceed the Micro-Purchase Threshold (MPT) as defined in the Federal Acquisition Regulation (FAR). If the estimated cost of any repair exceeds the MPT, the contractor must immediately halt work on that asset and notify the COR and the Contracting Officer (KO). The contractor shall not proceed with any repair exceeding this threshold without a formal, written contract modification executed by the KO.

2.3.1. BASELINE REQUIREMENT:

All equipment processed under this contract shall receive complete corrosion removal, surface preparation, and a full application of coatings in accordance with applicable Technical Orders, regardless of the assigned repair level

2.3.1.1. DEFINITION OF COATING:

The terms "coating," "painting," and "refinishing" refer collectively to the complete, multi-step surface protection process required by the applicable equipment Technical Order (e.g., 1-1-8 and 35-1-3).

2.3.2. CORROSION LEVELS

All equipment shall be categorized into one of four corrosion categories in accordance with TO 35-1-3 and 1-1-691. A depth gauge will be used to measure the depth of corrosion.

2.3.2.1. LIGHT, MODERATE, SEVERE CORROSION

Light corrosion is characterized by discoloration of surface corrosion or pitting to a maximum depth of 0.001 inch. The protective coating may be scraped, gouged, or chipped to bare metal, or display tracks of filiform corrosion. This damage can normally be removed by light hand sanding.

Moderate corrosion is characterized by blistering, scaling, or flaking of the coating system, with pitting depths up to 0.010 inch. This damage is normally removed by extensive hand sanding or light mechanical sanding.

Severe corrosion is characterized by severe intergranular corrosion cracks, blistering exfoliation, and scaling or flaking of the metal surface. Pitting depths exceed 0.010 inch. This damage requires extensive mechanical sanding or grinding and may necessitate a patch-type repair or component replacement

2.3.2.2. CORROSION CATEGORY DEFINITIONS

Category Deterioration and Corrosion Characteristics

Category

Asset has new or recently touched-up paint with no chips, cracks, or scratches exposing bare metal. Coating is not faded or mismatched. No visible rust or blistering is present at the seams.

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Category

Asset displays light corrosion or surface rust removable by sanding or wire brushing.

Characterized by minor paint chipping, peeling, scratches, fading, or chalking.

Requires replacement of corroded fasteners, latches, fittings, or handles.

Category

Asset displays moderate corrosion, surface rust, or excessive paint missing.

Characterized by localized extensive corrosion on removable panels, leaching rust from spot-welded seams, and an excessively faded or weathered appearance.

Category

Asset displays severe corrosion, pitting, or rust-through on panels, seams, framework, chassis, or axles. Obvious oxidation, peeling, or cracking covers 75 percent or more of the total exterior surface. Requires extensive local manufacturing of new panels or structural components.

2.3.3. REPAIR LEVELS

2.3.3.1. BASIC REPAIR LEVEL 1 (TYPICALLY CORROSION CATEGORY 1 OR 2):

Level 1 repairs address surface corrosion and require minor restoration that does not affect structural integrity. This level is characterized by corrosion damage, such as staining, etching, or pitting, with a maximum depth of 0.001 inches. Level 1 repairs shall not require fabrication, welding, or structural component replacement.

The scope for Level 1 repairs may include the following work:

• Surface corrosion removal and sanding

• Composite material repairs in accordance with PWS 3.6

• Surface preparation

• Replacement of minor hardware (fasteners, clips, brackets)

• Replacement of decals, stencils, reflective materials, and placards

• Application of all required coatings.

2.3.3.2. MODERATE REPAIR LEVEL 2 (TYPICALLY CORROSION CATEGORY 3):

Level 2 repairs address moderate corrosion characterized by severe pitting, etching or scaling with a depth up to 0.010 inches. This level requires limited structural restoration, including minor fabrication and welding, to ensure the asset is serviceable. Multiple moderate repair actions on a single asset shall be classified collectively as one Level 2 repair.

The scope for Level 2 repairs may include the following work:

• All work defined under Level 1

• Moderate corrosion removal involving pitting, etching or scaling

• Limited sheet metal repair or patching

• Fabrication or reinforcement of non-load-bearing structural components

• Replacement of small panels or non-structural brackets

• Disassembly of panels or housings to access corrosion

• Multi-layer composite repairs in accordance with PWS 3.6.

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Minor fabrication is defined as the localized restoration or patching of non-load-bearing components. This work includes straightening bent sheet metal, replacing damaged hardware, installing localized sheet metal patches matching original equipment manufacturer (OEM) thickness, and performing minor tack-welding to secure non-structural brackets or seal exterior seams.

Exclusions: Minor fabrication or welding shall not include cutting, splicing, modifying, or welding the asset's primary structural frame, load-bearing chassis, axle assemblies, suspension mounts, lifting eyes, or tow-bar assemblies. Such work is classified as a Major Repair (Level 3). All welding shall be performed by certified personnel in accordance with PWS Section 6.5.

2.3.3.3. MAJOR REPAIR LEVEL 3 (TYPICALLY CORROSION CATEGORY 4):

Level 3 repairs address extensive corrosion or structural damage that compromises the primary load-bearing framework, weight-bearing capacity, or operational safety of the asset.

Level 3 repairs are defined by any of the following conditions:

• Primary Structural Components: Any cutting, splicing, reinforcing, or welding on the main chassis, primary frame rails, cross-members, axle assemblies, or suspension mounting points.

• Towing and Lifting Components: Any repair or replacement of the drawbar, lunette ring, safety chain attachment points, or designated lifting points.

• Extensive Reconstruction: The complete removal and replacement of entire body panels or the fabrication of complex structural reinforcements mandated by the applicable Technical Order.

• Category 4 Corrosion: Any repair necessitated by exfoliation corrosion, characterized by the visible separation of metal layers or structural thinning that renders the metal unable to meet OEM load specifications.

The scope for Level 3 repairs shall include all work defined under Levels 1 and 2, in addition to major panel fabrication, structural reinforcement, or frame repair.

2.4. TURNAROUND TIME REQUIREMENTS

Turnaround Time (TAT) is the maximum number of business days permitted for the contractor to complete all corrosion repair, surface preparation, and coating application services.

TAT begins when the contractor signs the induction documentation (e.g., DAF Form 1297), acknowledging receipt of the asset. TAT ends upon Government acceptance of the completed asset following the final joint inspection. The contractor shall complete all work within the TAT limits identified in Table 2.4, unless otherwise authorized by the Contracting Officer or specified at the Task Order level.

Table 2.4 – Turnaround Time (number of business days)

Equipment Category

Basic Repair Level 1

Moderate Repair Level 2

Support Equipment with Composite Material

Support Equipment Requiring Rework

Extra Small 12 16 +1 day 4

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Equipment Category

Basic Repair Level 1

Moderate Repair Level 2

Support Equipment with Composite Material

Support Equipment Requiring Rework

Small 15 19 +1 day 5 Medium 18 22 +2 days 5

Large 21 25 +2 days 8 Extra Large 24 29 +3 days 8

NOTE: Turnaround requirements are based on equipment category and apply to Basic Repair Level 1, Moderate Repair Level 2, equipment with composite material, and rework conditions.

2.4.1. UNFORSEEN CONDITIONS RECLASSIFICATION

If surface preparation or disassembly reveals that the actual corrosion damage differs from the originally assigned repair level (either more severe or less severe), the contractor shall immediately notify the COR in writing and provide documentation (including digital photographs) of the condition. (DEL #4) The contractor shall not proceed with the elevated repair level without written authorization and reassessment by the COR. The Turnaround Time (TAT) clock shall suspend at the time of notification and resume once the Government provides formal direction to proceed.

• Conversion from Level 1 to Level 2 (Upgrade): If the COR approves the reclassification of an asset from Basic Repair (Level 1) to Moderate Repair (Level 2), the asset shall be billed under the applicable Level 2 CLIN. The TAT shall automatically adjust to the standard Level 2 timeframe specified in Table 2.4.

• Conversion from Level 2 to Level 1 (Downgrade): If surface preparation reveals that the damage does not meet the threshold for a Level 2 repair (e.g., pitting is 0.010 inch or less and no minor fabrication is required), the COR shall reclassify the asset to a Basic Repair (Level 1). The asset shall be billed under the applicable Level 1 CLIN, and the TAT shall automatically adjust to the standard Level 1 timeframe specified in Table 2.4.

• Conversion to Level 3 (Major Repair): If the condition requires Major Repairs (Level 3) beyond the originally assigned level, the contractor shall submit a quote for the structural repair. The revised price and TAT shall be negotiated and mutually agreed upon between the contractor and the Contracting Officer via a contract modification prior to the continuation of work.

2.5. WORKFLOW AND LOGISTICS PROCESS

The contractor shall follow the three-phase workflow described below for all equipment inducted for service. This process establishes the procedures for equipment induction, work performance, and final acceptance to ensure clear transfer of custody, accountability, and performance tracking.

2.5.1. PHASE 1 – EQUIPMENT INDUCTION AND PICKUP

Phase 1 establishes the transfer of custody of Government equipment from the Government to the

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1. Pickup Coordination: The Contracting Officer Representative (COR) will identify the equipment requiring service and assign the initial repair level. The contractor shall coordinate with the COR to schedule pickup within two business days of receiving the Government's notification.

2. Transportation and Loading: The contractor shall provide all vehicles, trailers, tie-downs, and qualified operators necessary to safely transport the full range of equipment covered under this contract. The contractor shall arrive at the designated on-base pickup location with transportation equipment specifically rated for the weight and dimensions of the scheduled assets. The contractor shall ensure that no equipment is dragged, dragged onto, or dragged off of any transport vehicle. The contractor is solely responsible for the safe loading, securing, and unloading of all assets. If the contractor arrives with inadequate transportation equipment, the Government will deny the pickup, and the contractor shall return with appropriate equipment at no additional cost or extension to the Turnaround Time (TAT).

3. Joint Induction Inspection: Before the equipment is loaded onto the contractor’s transport vehicle, the contractor and the COR shall conduct a joint inspection to document the equipment's condition and identify any pre-existing damage.

4. Documentation and Custody Transfer: The inspection results shall be documented on the 36 MXG

Pre-Transportation Checklist and the DAF Form 1297 (DEL #2). Both parties shall sign these forms prior to the equipment leaving the installation. The Turnaround Time (TAT) clock begins at the time of the contractor's signature. The contractor shall provide an electronic copy of the signed forms to the COR by the close of business on the day of pickup.

5. Contractor Liability during Transit: The contractor assumes full liability for Government equipment from the moment loading begins at the Government installation until final acceptance and unloading at the return destination. Any damage occurring during transit, loading, or unloading shall be repaired by the contractor at no additional cost to the Government.

2.5.2. PHASE 2 – WORK PERFORMANCE

Phase 2 encompasses all technical activities and internal logistics performed at the contractor’s facility from the moment of arrival until the asset is ready for return delivery.

1. Internal Handling and Movement: The contractor shall provide all necessary equipment, such as forklifts, tow vehicles, and jacks, to move and position assets within their facility. The contractor shall ensure that all equipment is handled according to Technical Order (TO) specifications to prevent structural damage, deformation, or stress during movement between workstations (e.g., from blasting to painting areas).

2. Technical Execution: The contractor shall perform all disassembly, corrosion removal, structural repair, surface preparation, painting, and reassembly in accordance with the specific Technical Orders and performance standards defined in Section 3 of this PWS.

3. Protection of Prepared Surfaces: Following surface preparation and blasting, the contractor shall protect the assets from environmental contaminants, moisture, and flash rusting. The contractor shall

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4. Progress Tracking and Reporting: The contractor shall monitor the progress of each asset against the established Turnaround Time (TAT) and provide updates in the Monthly Production and Turnaround Status Report (DEL #1). The contractor shall promptly notify the COR of any production delays that may impact the delivery schedule.

5. In-Progress Quality Control: The contractor’s Quality Manager shall conduct internal inspections at key milestones (e.g., after blasting but before priming) to ensure compliance with technical standards. The Government reserves the right to perform unannounced in-progress inspections at the contractor's facility during Phase 2.

2.5.3. PHASE 3 – DELIVERY AND FINAL ACCEPTANCE

Phase 3 governs the return of serviced equipment and the formal transfer of custody back to the Government.

1. Return Transportation and Delivery: Upon completion of all repair and coating services, the contractor shall transport the equipment to the designated return location on Andersen Air Force Base.

The contractor shall coordinate the delivery time with the COR at least 24 hours in advance to ensure personnel are available for the final inspection. The contractor shall provide all equipment and labor necessary to safely unload the assets at the Government-designated site.

2. Final Joint Inspection: Immediately upon delivery and unloading, the COR and the contractor shall conduct a joint final inspection to verify that all work meets the standards defined in this PWS..

3. Formal Acceptance:

a. Acceptance: If the asset meets all criteria below, the Government will formally accept it. The TAT clock stops only upon this signature.

b. Rejection: An asset shall be rejected if any of the following conditions are identified:

• Visible corrosion remains after coating application.

• Coating defects are present (runs, sags, blistering, peeling).

• There is improper masking or overspray on protected components.

• Colors, markings, or placards are incorrect.

• The asset fails to meet any applicable Technical Order requirement.

4. Transportation and Rework for Rejected Assets: If an asset is rejected, the contractor shall immediately remove it from the installation. The contractor is responsible for all logistics and costs associated with transporting the asset back to their facility, performing the necessary rework, and returning it for re-inspection. The Government will not provide compensation for delays caused by the correction of deficient work.

2.5.4. POST-DELIVERY DAMAGE INSPECTION

The Contracting Officer Representative (COR), or another Government-designated representative, will conduct a damage inspection of each asset upon its return to the installation to verify its condition. The

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The contractor shall repair or replace any such damaged equipment at no additional cost to the Government.

3. PERFORMANCE REQUIREMENTS AND PROCESSES

The contractor shall perform all corrosion control, structural repair, and refinishing services in strict accordance with applicable Air Force Technical Orders (TOs), Original Equipment Manufacturer (OEM) specifications, and the Department of Defense Qualified Products List (QPL). The ultimate standard of acceptable performance is the delivery of structurally sound, safe, and fully operational equipment, restored to a like-new finish, and delivered within the contractually mandated Turnaround Time (TAT) limits.

3.1. CORROSION CONTROL REPAIR PROCESS

The contractor shall perform structural repairs in accordance with applicable TOs (Reference PRS-2). The process shall include the following steps:

The structural repair process shall be performed as follows:

• Assess the extent of damage by visually inspecting the structure for cracks, corrosion, and compromised load-bearing components.

• Prepare the area by removing paint and cleaning surfaces to allow for an accurate evaluation.

• Removed all damaged material by cutting, sanding, or grinding to ensure only clean, structurally sound material remains.

• Fit and install replacement material, use correct alignment, thickness and material compatibility before fastening or welding.

• Secure and reinforce the repair using approved fastening, welding, or bonding methods to restore original strength.

• Finish and protect surface; seal, prime, or coat the repaired area to prevent corrosion and moisture intrusion.

• Document all repairs in the Monthly Production and Turnaround Status Report.

3.2. SUPPORT EQUIPMENT PAINTING PROCESS

The contractor shall perform all painting and coating services in accordance with the applicable Technical Orders (e.g., TO 35-1-3, TO 1-1-8, TO 1-1-691) (Reference Attachment 3).

The painting process shall include:

• Complete Surface Refinishing: Removing all existing coatings and corrosion down to the base material to ensure a clean substrate for new application.

• Surface Preparation: Cleaning, degreasing, and treating surfaces as required by the specific metal or composite type to ensure maximum coating adhesion.

• Sequential Coating Application: Applying primers, sealants, and topcoats in the correct sequence and within the dry-time windows specified in the technical data.

• Full Coverage: Ensuring all exterior surfaces, interior access areas, and the undercarriage are completely covered and protected.

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3.2.1. PAINT COATING PERFORMANCE STANDARD

All paint coating systems applied under this contract shall meet the following performance standards (Reference PRS-3):

• Coatings shall be free of runs, sags, orange peel, fisheyes, blistering, peeling, or visible corrosion.

• Coating coverage shall be uniform with consistent color and finish across all coated surfaces.

• Masking shall be applied to prevent overspray on components not intended to be painted, including gauges, electrical components, glass surfaces, hydraulic rams, data plates and grounding points.

• Coating adhesion shall meet the requirements specified in applicable Technical Orders (e.g., TO 1-1-

8 and 35-1-3)

• and shall demonstrate proper bonding to the substrate.

• All coating systems shall be applied in accordance with the material thickness, curing, and application procedures specified in the applicable Technical Orders (e.g., TO 1-1-8 and 35-1-3) and manufacturer technical data.

Any coating defects identified during Government inspection that are attributable to contractor workmanship shall be corrected by the contractor at no additional cost to the Government.

3.3. PAINT PREPARATION AND APPLICATION:

The contractor shall perform the following steps for paint preparation and application:

• Inspect for and remove all corrosion.

• Conduct all required welding repairs and fabrication prior to coating.

• Sand and scuff all required surfaces, including the interior of access doors.

• Remove and reinstall all lighting, lenses, markings, and placards.

• Mask all components as necessary to prevent overspray on gauges, glass, hydraulic rams, hoses, etc.

• Ensure ground points and copper contact surfaces are not painted.

• Paint the undercarriage of all equipment and all control panels behind access doors.

• Apply non-skid coating and seal all seams where required by the applicable TO.

• Ensure the final coating meets the standards described in the applicable TO and is in accordance with the Qualified Products List (QPL) https://qpldocs.dla.mil

3.4. MARKINGS AND STENCILING APPLICATION

The contractor shall procure and install all new common and special markings required to restore the asset to a like-new condition in accordance with the applicable Technical Order (e.g., TO 35-1-3 and 35-1-18).

These required markings shall include all stencils, decals, reflective tape, nameplates, placards, and safety and warning markings.

3.5. COMPOSITE COMPONENT REPAIR

The contractor shall inspect and repair all composite components (e.g., fiberglass, carbon fiber, or honeycomb structures) discovered during refurbishment in accordance with applicable Technical Orders or Original Equipment Manufacturer (OEM) repair manuals.

The contractor shall ensure all composite repairs:

https://qpldocs.dla.mil/

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• Restore the component to its original structural strength and integrity.

• Remain free of cracks, delamination, voids, or structural defects.

• Match surrounding surfaces by sanding and blending to maintain original contours.

• Receive proper surface preparation to accept primer and topcoat systems.

3.6. REPORTING REQUIREMENTS

3.6.1. DELIVERABLES

3.6.2. MONTHLY PRODUCTION AND TURNAROUND STATUS REPORT:

The contractor shall submit a Monthly Production and Turnaround Status Report to the COR no later than the fifth (5th) day of the following month, in accordance with DEL #1. The contractor shall identify the status of all equipment processed under this contract. The report shall include the following minimum information for all equipment in the contractor’s custody or processed during the reporting period:

• Equipment identification number and type.

• Assigned Repair Level (Level 1, 2, or 3).

• Pickup and delivery dates.

• Turnaround Time (TAT) metrics demonstrating compliance with limits established in Section 2.4.

• Assets completed during the reporting period.

• Assets currently in work and estimated completion dates.

• Assets pending service start.

• Assets requiring additional actions (e.g., parts procurement, Government approval, or COR direction).

• Assets determined to be unsafe or unserviceable following corrosion removal or repair.

• Total labor hours expended for painting and repair activities per asset.

The contractor shall create the report in a PDF, Microsoft Excel, or equivalent format and submit it electronically to the COR no later than the fifth business day of the following month.

3.6.3. WORK ORDER REPORT:

Upon completion of repairs on each asset, the contractor shall provide the COR with a complete Work Order Report detailing all work performed. As specified at the Task Order level, this report shall include digital images of the asset's identification number and major components impacted by corrosion, man-hours expended, materials consumed, and the type of service performed. The contractor shall document and track all discrepancies, structural defects, and deteriorated coatings using spreadsheets, databases, or other formats directed by the Task Order. (DEL #3)

3.6.4. ACCIDENT AND DAMAGE REPORT:

The contractor shall notify the Contracting Officer (CO) and COR as soon as practical, but no later than four hours after any accident involving damage to Government property in the contractor’s possession.

The notification (DEL #4) shall include the contract number, contractor name, date and time of the accident, location, injuries (if any), identification of the equipment involved, extent of property damage, and a brief description of the incident.

3.6.5. REPAIR LEVEL TRACKING AND CLIN NOTIFICATION

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The contractor shall track all Minor Repair and Major Repair actions and maintain a running count of each repair type by applicable Contract Line Item Number (CLIN). The contractor shall include the cumulative totals in the Monthly Production and Turnaround Status Report. (DEL #1)

When cumulative usage reaches 80 percent of the estimated quantity for Level 1 Repair or Level 2 Repair CLINs, the contractor shall notify the COR in writing. This notification shall identify the CLIN, current quantity used, estimated remaining work, and projected date when the quantity may be exceeded. The contractor shall continue performance in accordance with contract requirements unless directed otherwise by the COR.

4. CONTRACTOR FURNISHED ITEMS AND SERVICES

4.1. MATERIALS:

The contractor shall acquire and utilize all materials specified in Attachment 3 and in accordance with all applicable Technical Orders, including but not limited to, TO 36-1-191 and the Qualified Products List (QPL) https://qpldocs.dla.mil.

5. GOVERNMENT FURNISHED ITEMS AND SERVICES

5.1. SERVICES:

The Government will provide access to the designated installation areas for the purposes of joint inspections, equipment pickup, and equipment delivery. The Government will provide initial technical data, including applicable Technical Orders (TOs), if such data is not publicly available or accessible via the contractor’s existing technical library.

5.2. PROPERTY AND EQUIPMENT

The Government will provide the Aerospace Ground Equipment (AGE) and Munitions (MUNS) Trailers requiring refurbishment as identified by the COR. The Government will maintain ownership of all assets throughout the performance period.

5.3. DOCUMENTATION

The Government will provide the necessary forms for induction and acceptance, including DAF Form 1297 and the 36 MXG Pre-Transportation Checklist.

5.4. CONTRACTOR RESPONSIBILITY FOR GOVERNMENT PROPERTY

The contractor shall be responsible for the safeguarding and protection of all Government property provided under this contract. The contractor shall report any loss, damage, or destruction of Government property to the COR within one business day of discovery. Use, maintenance, and disposition of Government property shall comply with FAR 52.245-1, Government Property.

6. GENERAL INFORMATION AND ADMINISTRATIVE INFORMATION

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6.1. QUALITY:

6.1.1. QUALITY CONTROL PLAN (QCP):

The contractor shall develop, implement, and maintain a Quality Control Plan (QCP) to ensure services are performed in accordance with this PWS. The QCP is the contractor's documented approach for monitoring its own performance. The contractor shall provide the QCP to the Government before the contract award and provide any changes within three business days of implementation. (DEL #5)

6.1.2. QUALITY ASSURANCE:

The Government will evaluate the contractor’s performance in accordance with the Quality Assurance Surveillance Plan (QASP). The contractor shall not present equipment for final inspection until all internal quality control checks are complete and all work required under the contract has been performed.

6.1.3. WARRANTY/FAULTY WORKMANSHIP

The contractor shall provide a six-month warranty on all workmanship, starting from the date of Government acceptance of the serviced equipment. The contractor shall correct any deficiencies identified within this warranty period that are attributable to faulty workmanship. This includes providing all transportation, labor, and materials required to remedy the deficiency at no additional cost to the Government.

6.2. SECURITY:

6.2.1. SECURITY REQUIREMENTS:

The contractor shall comply with all Andersen Air Force Base security requirements, including personnel vetting, background checks, and vehicle registration. Contractor personnel shall obtain all required passes and identification, including Defense Biometric Identification System (DBIDS) credentials, prior to beginning work. The contractor shall be responsible for safeguarding all Government property in its possession and shall return all Government-issued identification media for employees who depart prior to contract completion.

6.3. POST AWARD CONFERENCE/PERIODIC PROGRESS MEETINGS:

The contractor agrees to attend any post award conference convened by the contracting activity. The meetings will be scheduled as needed. The Contracting Officer, COR, and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the Contracting Officer will apprise the contractor of how the government views the contractor's performance and the contractor will apprise the Government of problems, or concerns, being experienced.

Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the Government.

6.4. CONTRACTING OFFICER REPRESENTATIVE (COR):

The COR will be appointed by letter to monitor the technical aspects of the contract. The COR is authorized to provide technical interpretations of the requirements. The COR is not authorized to make any changes to the contract terms, conditions, cost, or delivery schedule.

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6.5. PERSONNEL QUALIFICATIONS AND CERIFICATIONS:

The contractor shall provide a qualified workforce capable of meeting all PWS requirements. The contractor shall maintain all required training and certification records and make them available to the Government upon request.

Role / Discipline Qualification / Certification Requirement Additional Details

Contract Manager

(CM)

Primary point of contact with full authority to act on behalf of the contractor on all administrative and technical matters.

Shall be available between 7:30 a.m. and 4:30 p.m., Monday through Friday, except Federal holidays. Must respond to Government inquiries within one business day.

Welding Personnel

Current, valid welder certifications compliant with AWS D1.1 (Structural Welding Code – Steel) or other codes dictated by the specific equipment Technical Order (TO).

Certification records shall be maintained and made immediately available to the COR or Contracting Officer upon request.

Weight Handling Equipment (WHE)

Operators

Properly trained and qualified in accordance with Occupational Safety and Health Administration (OSHA) requirements.

Applies to all operators of contractor-owned cranes, forklifts, and hoists used during contract performance.

6.5.1. ENVIRONMENTAL, SAFETY, AND OCCUPATIONAL HEALTH (ESOH)

The contractor shall prioritize safety and environmental compliance throughout all phases of contract performance.

Safety Category Contractor Requirement Applicable Standard / Action

General Safety & PPE

Maintain a safe work environment, ensure personnel accountability, and provide all required Personal Protective Equipment

(PPE).

Comply with all OSHA regulations and applicable Air Force safety standards.

Hazardous Material

(HAZMAT)

Management

Submit a list of all proposed hazardous materials and corresponding Safety Data Sheets (SDS) for Government approval prior to bringing them onto the installation.

Maintain a current SDS file. Label, store, handle, and dispose of HAZMAT in accordance with federal, state, and local environmental regulations.

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Incident & Spill

Reporting

Maintain a spill response kit at the work site. Immediately report any hazardous material spills to the base fire department and the COR.

Report any work-related injuries, safety mishaps, or property damage to the COR within four hours of the incident.

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7. APPLICABLE PUBLICATIONS

The contractor shall perform all work in accordance with the most current editions of the publications listed in the table below. The COR will act as the point of contact to assist the contractor in obtaining any publications that are not publicly available.

Document Type No/Revision Title

Technical Order 00-35D-54 USAF Deficiency Reporting and Investigation System

Technical Order 00-25-252 (WP 005) Aeronautical Equipment Welding

Technical Order 1-1-8 (All)

Application and Removal of Organic Coatings, Aerospace and Non-Aerospace Equipment

Technical Order 1-1A-9 (All)

Aerospace Metals - General Data and Usage Factors

Technical Order 1-1-691 Aircraft Weapons Systems Cleaning and Corrosion Control

Technical Order 1-1-690 General Advanced Composite Repair Process Manual

Technical Order 1-1A-12 (All)

Fabrication Maintenance and Repair of Transparent Plastics

Technical Order 33A2-2-27-34 Portable Hydraulic Test Stand MJ2A-1 PN 9780-

Technical Order 33A2-2-63-4

Portable Hydraulic Test Stand USAF TYPE MJ-

2A-1 PN 88043-100 NSN

4920-01-279-4762 PN 88043-1001 NSN 4920-01-

587-7737

Technical Order 33A2-2-111-1 Portable Hydraulic Test Stand Diesel

Technical Order 34W4-1-5 (All) Welding Theory and Application

Technical Order 35-1-3 (All)

Corrosion Prevention, Painting and Markings of USAF Support Equipment

Technical Order 35-1-18 Marking of USAF General Support Equipment (SE)

Technical Order 35C2-3-469-14 Generator Set, Diesel Engine Driven, Wheel Mtd, 72 KW 3 PHASE, 4 WIRE, 115/200 VOLTS

Technical Order 35D3-2-25-4 Truck, Lift, Aerial Stores 3000 Capacity Type MJ-

1A & MJ-1B &

MJ-1B/C

Technical Order 35D3-2-25-11 Aerial Stores Lift Truck USAF Type MJ-1C

Technical Order 35D3-2-26-1-WA-1 OPR, Service and Repair Instructions with IPB – Munitions Handling Trailer Type MHU-110M, PN

68E6900, NSN 1740004038235

Technical Order 35D3-2-26-6WC-1-

WA-1

Workcards, Periodic Inspection (365 and 720 Day Inspections) Munitions Handling Trailer Type

MHU-110M

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Document Type No/Revision Title

Technical Order 35D3-2-27-1-WA-1

OPN and Maint Instr WIPB – Trailer, Munitions Handling, Type MHU-141M FSCM 23808, 12339, 07878, 9W009 MFR PN 801000, 76H05000, 74355-10, 748500 AF PN 748500, 73455-10 NSN

1740-01-031-5868, 1740-01-031-5868, 1740-00- 342-1710

Technical Order 35D3-2-27-6WC-1-

WA-1

Periodic Inspection (365 and 720 Day Inspections) Munitions Handling Trailer Type MHU-141M

Technical Order 35D3-2-31-1-WA-1 Operation WIPB – Munitions Handling Trailer

MHU-226, PN: 20038001, NSN: 1740-01-506-

3624, ( MIL - SPEC BY WASP, INC )

Technical Order 35D5-3-8-31 Munitions Handling/Loading Lift truck USA Type

MHU-83B/E, MHU-83C/E AND

MHU-83C/D/E

Technical Order 35D5-3-8-41 Aerial Stores Lift Truck USAF Type MHU-83D/E

QPL Online Qualified Products List (QPL) https://qpldocs.dla.mil.

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8. DEFINITIONS AND ACRONYMS

8.1. DEFINITIONS

Term Definition

Acceptance The formal act by an authorized Government representative (COR) acknowledging that the supplies or services conform to contract requirements.

Business Day Any day from Monday through Friday, excluding Federal holidays and Government-sanctioned base closures.

Contracting Officer

(CO)

The only person with the legal authority to enter into, administer, or terminate contracts and make related determinations and findings.

Contracting Officer Representative (COR)

An individual appointed by the CO to provide technical oversight and monitor contractor performance.

Corrosion Control The complete process of identifying, removing, and preventing the deterioration of metal and composite materials through chemical and mechanical means.

Deficiency Any condition or characteristic in any supply or service which is not in compliance with the requirements of the contract.

Induction The point at which the contractor formally accepts custody of Government equipment and the Turnaround Time (TAT) clock begins.

Lot A collection of assets or services from which a sample is to be drawn and inspected to determine conformance with the acceptability criteria.

Performance Work Statement (PWS)

A statement of work for performance-based acquisitions that describes the required results in clear, specific, and objective terms.

Quality Assurance

(QA)

The Government's procedures to verify that the contractor is providing services that meet the requirements of the PWS.

Quality Control (QC) The contractor's internal system to ensure that the services provided meet the contract's quality standards.

8.2. ACRONYMS:

Acronym Definition

AGE Aerospace Ground Equipment

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AWS American Welding Society

CDRL Contract Data Requirements List

CLIN Contract Line Item Number

COR Contracting Officer Representative

CUI Controlled Unclassified Information

DAF Department of the Air Force

DEL Delivery

HAZMAT Hazardous Material

IDIQ Indefinite Delivery/Indefinite Quantity

MUNS Munitions

OSHA Occupational Safety and Health Administration

PWS Performance Work Statement

QCP Quality Control Plan

SDS Safety Data Sheet

TAT Turnaround Time

TO Technical Order

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9. ATTACHMENTS AND PERFORMANCE

The following documents are attached to this PWS and are incorporated into the contract by reference.

The contractor shall utilize these exhibits to ensure compliance with performance standards and administrative requirements.

9.1. ATTACHMENTS

Attachment Number

Title Purpose

Attachment 1 Aerospace Ground Equipment (AGE) Master List

Detailed inventory of assets by size category.

Attachment 2 Munitions (MUNS) Trailer Master List Detailed inventory of trailers by size category.

Attachmen…