ATTACHMENT 2 -PWS_ATF COMPLEX_5 AUG 2026.pdf

PERFORMANCE WORK STATEMENT

Design-Build Construction of Two-Building Pre-Engineered Metal Building Complex

ATF Complex, Glynco, Georgia

Date: August 5, 2026

1.0 GENERAL

1.1 Purpose

The purpose of this Performance Work Statement is to define the requirements for the design and construction of a two-building complex consisting of two new conditioned pre-engineered metal buildings (PEMBs) on concrete slabs. The completed facilities shall support storage and training simulation functions.

The Contractor shall provide all design, labor, supervision, materials, equipment, tools, transportation, quality control, safety management, permits, coordination, and services necessary to deliver complete and usable facilities that meet the requirements of this PWS, applicable codes, approved submittals, and contract documents.

1.2 Project Description

The project consists of a design-build construction. In an effort to reduce costs, the government’s preference is for both buildings to be new pre-engineered metal buildings that are then fitted appropriately with HVAC, lighting, electrical as described below.

1. Warehouse Building: Approximately 50 feet wide by 70 feet deep by 16 feet eave height.

2. Simulator Building: Approximately 50 feet wide by 90 feet deep by 16 feet eave height.

The work includes, but is not limited to:

• Site design - preparation, clearing, grading, and stabilization.

• Demolition and removal of existing storage sheds.

• Design and construction of concrete slabs and foundations suitable for the intended facilities.

• Construction of pre-engineered metal buildings.

• HVAC design and installation.

• Electrical power and lighting design and installation.

• Doors, louvers, exhaust fans, controls, and related building systems.

• Interior and exterior finishes.

• Drainage and site restoration.

• Testing, inspections, documentation, and closeout.

1.3 Design-Build Responsibility

The Contractor shall be responsible for final design and construction of the facilities. Conceptual drawings and criteria provided by the Government are for reference and planning purposes only.

The Contractor shall verify existing conditions, develop final engineered drawings, and submit all required design documents and product submittals for Government review and approval prior to construction.

The Contractor shall ensure that the completed work satisfies the performance requirements stated in this PWS and complies with all applicable codes, regulations, and standards.

1.4 Location of Work

The work shall be performed at the project site identified by the Government at Glynco, Georgia.

The Contractor shall coordinate site access, laydown areas, deliveries, and work activities with the Contracting Officer, Contracting Officer’s Representative, and designated Government representatives.

1.5 Period of Performance

The Contractor shall complete all work within 180 calendar days from issuance of the Notice to Proceed, unless otherwise modified by the Contracting Officer.

2.0 APPLICABLE CODES, STANDARDS, AND REQUIREMENTS

2.1 General

The Contractor shall design and construct the facilities in accordance with the latest applicable editions of all federal, state, and local codes, standards, and regulations. At a minimum, the work shall comply with:

• International Building Code, latest applicable edition.

• National Electrical Code, latest applicable edition.

• Occupational Safety and Health Administration requirements, including 29 CFR Part

1926.

• Applicable state and local environmental laws and regulations.

• Applicable structural, mechanical, electrical, energy, fire, and life safety requirements.

• Manufacturer’s written installation requirements for all installed systems and products.

2.2 Structural Performance Requirements

The pre-engineered metal buildings, foundations, structural systems, and related components shall be designed and constructed to support the intended use and all applicable loads. At a minimum, the structures shall:

• Meet applicable building code requirements.

• Withstand a 3-second wind gust of 117 mph.

• Meet Seismic Design Category B requirements.

• Comply with applicable provisions of the International Building Code and ASCE 7.

• Be erected in accordance with the approved engineered drawings and manufacturer’s instructions.

2.3 Contractor Responsibility for Existing Conditions

The Contractor shall verify field conditions before commencing work. The Contractor shall notify the Contracting Officer and COR of any differing site conditions, utility conflicts, access constraints, or conditions that may affect performance, schedule, or cost.

Soil borings or geotechnical investigations are not required unless otherwise directed by the Contracting Officer. The Contractor remains responsible for designing slabs and foundations suitable for the intended buildings and site conditions.

3.0 PERFORMANCE OBJECTIVES

The Contractor shall deliver a complete two-building complex that satisfies the following performance objectives:

Performance Objective Required Outcome

Complete facility delivery Two functional, weather-tight, conditioned PEMB facilities ready for Government use.

Code compliance Facilities designed and constructed in accordance with applicable codes, regulations, and standards.

Structural adequacy Buildings, slabs, and foundations support intended use and required wind/seismic criteria.

Building envelope performance

Facilities provide durable exterior enclosure, insulation, doors, louvers, and finishes suitable for the intended use.

HVAC performance Each building is conditioned by a complete HVAC system sized and installed for the intended facility.

Electrical performance Each building has complete electrical distribution, outlets, interior lighting, and exterior lighting.

Site performance Site is cleared, graded, stabilized, and restored to support the buildings and prevent erosion or ponding.

Performance Objective Required Outcome Safety and environmental compliance

Work is performed safely and in compliance with applicable safety and environmental requirements.

Quality control Work is inspected, documented, and accepted before concealment and final acceptance.

Schedule performance Work is completed within the required period of performance.

4.0 SPECIFIC REQUIREMENTS

4.1 Site Preparation, Demolition, and Clearing

4.1.1 Demolition

The Contractor shall demolish and remove seven existing storage sheds within the project area, as identified in the contract documents or by the Government. The Contractor shall remove demolished materials and debris from the site and dispose of them in accordance with applicable federal, state, and local requirements. See Attachment 4.

4.1.2 Clearing and Grubbing

The Contractor shall clear and grub approximately three-quarters of an acre within the designated project area. The work shall include removal of trees, vegetation, roots, stumps, and organic materials necessary to provide a suitable construction area. See Attachment 3 – Site Map.

4.1.3 Site Preparation

The Contractor shall prepare the site for construction of the new buildings and slabs. The prepared site shall be graded, compacted, stable, and free of debris prior to installation of slabs, foundations, utilities, and building systems.

4.1.4 Site Stabilization

The Contractor shall stabilize disturbed areas upon completion of work. Disturbed areas shall be leveled, seeded, and restored unless otherwise directed by the Government.

4.2 Building 1: Warehouse Building

4.2.1 General Building Requirements

The Contractor shall construct one pre-engineered metal warehouse building with approximate dimensions of:

• Width: 50 feet.

• Depth: 70 feet.

• Eave height: 16 feet.

The building shall be constructed to support furniture storage and related operational use. The facility shall be complete, enclosed, conditioned, weather-tight, and suitable for occupancy and use upon final acceptance.

4.2.2 Building System

The building shall be a pre-engineered metal building designed, fabricated, and erected in accordance with the PEMB manufacturer’s requirements, approved engineered drawings, and applicable codes.

4.2.3 Slab and Foundation

The Contractor shall design and construct a concrete slab and foundation system suitable for the PEMB and intended storage use. The slab shall be designed to support the structure, equipment, stored materials, and anticipated usage.

4.2.4 Doors

The Warehouse Building shall include:

• Three Roll-up Doors:

o Two motorized roll-up doors, non-insulated, each 10 feet wide by 12 feet high, with manual override.

o One manual roll-up door, non-insulated, 10 feet wide by 12 feet high.

• Two personnel doors.

• A 5-foot by 5-foot concrete landing pad at each personnel door. Landing pads shall be 4 inches thick and fiber mesh reinforced.

Door locations shall be coordinated with the Government and shown on the Contractor’s final design submittals.

4.2.5 Insulation

The building envelope shall include closed-cell foam insulation meeting the following minimum performance values:

• Walls: R-19.

• Roof: R-30.

The insulation system shall provide a complete insulated envelope appropriate for conditioned space.

4.2.6 Ventilation

The Contractor shall design and construct a ventilation system suitable for the PEMB and intended storage use.

• An appropriately sized louver.

• An appropriately sized exhaust fan

• CO2 switch/control associated with the exhaust system.

Locations shall be included in the Contractor’s final design submittals.

4.2.7 HVAC

The Contractor shall design and install a complete HVAC system for the Warehouse Building.

The system shall include:

• One 10-ton package HVAC unit.

• Sock-type ductwork or approved equivalent.

• Controls wired to prevent HVAC operation when roll-up doors are open.

• No connection to Web Control required.

The HVAC system shall be installed complete and operational, including power, controls, condensate management, supports, ductwork, startup, and testing.

4.2.8 Electrical System

The Contractor shall design and install a complete electrical system for the Warehouse Building, including:

• 200-amp, 24-circuit main breaker panel, single phase.

• NEMA 3 feed-through lugs for service.

• 200-amp main lug only indoor panel with a minimum of 24 circuits.

• Ten 120V convenience outlets mounted approximately 18 inches above finished floor.

• Four quad outlets mounted approximately 42 inches above finished floor.

• Complete grounding, raceways, conductors, devices, supports, and appurtenances required for a complete system.

4.2.9 Lighting

The Contractor shall design and install complete interior and exterior lighting for the Warehouse Building, including:

• Exterior LED wall packs on all sides of the building.

• Photocell control for exterior wall packs.

• Interior high-bay LED lighting suitable for the building use.

• Interior high-bay lighting controlled by 3-way switches at each roll-up door and personnel door.

Lighting levels, fixture layout, and controls shall be included in the Contractor’s design submittals.

4.2.10 Exterior Finish

The exterior color scheme shall be:

• Primary color: Old Town Gray.

• Trim color: Polar White.

4.3 Building 2: Simulator Building

4.3.1 General Building Requirements

The Contractor shall construct one pre-engineered metal simulator building with approximate dimensions of:

• Width: 50 feet.

• Depth: 90 feet.

• Eave height: 16 feet.

The building shall support simulator-related use, including a small building structure and projector screens to be housed within the facility. The facility shall be complete, enclosed, conditioned, weather-tight, and suitable for Government use upon final acceptance.

4.3.2 Building System

The building shall be a pre-engineered metal building designed, fabricated, and erected in accordance with the PEMB manufacturer’s requirements, approved engineered drawings, and applicable codes.

4.3.3 Slab and Foundation

The Contractor shall design and construct a concrete slab and foundation system suitable for the PEMB and intended simulator use. The slab shall support the structure, equipment, simulator components, and anticipated activities.

4.3.4 Doors

The Simulator Building shall include:

• One motorized roll-up door, non-insulated, 10 feet wide by 12 feet high, with manual override.

• One personnel door.

• A 5-foot by 5-foot concrete landing pad at the personnel door. The landing pad shall be 4 inches thick and fiber mesh reinforced.

Door locations shall be coordinated with the Government and shown on the Contractor’s final design submittals.

4.3.5 Insulation

The building envelope shall include closed-cell foam insulation meeting the following minimum performance values:

• Walls: R-19.

• Roof: R-30.

The insulation system shall provide a complete insulated envelope appropriate for conditioned space.

4.3.6 Interior Wall Finish

The Contractor shall install metal siding on all interior walls to a height of 10 feet above finished floor.

4.3.7 Ventilation

The Contractor shall design and construct a ventilation system suitable for the PEMB and intended storage use.

• An appropriately sized louver.

• An appropriately sized exhaust fan

• CO2 switch/control associated with the exhaust system.

Locations shall be included in the Contractor’s final design submittals.

4.3.8 HVAC

The Contractor shall design and install a complete HVAC system for the Simulator Building.

The system shall include:

• Appropriately sized HVAC unit.

• Sock-type ductwork or approved equivalent.

• Controls wired to prevent HVAC operation when roll-up doors are open.

• No connection to Web Control required.

The HVAC system shall be installed complete and operational, including power, controls, condensate management, supports, ductwork, startup, and testing.

4.3.9 Plumbing and Drainage

The Contractor shall provide an indoor spigot and floor drain in the Simulator Building. The Contractor shall also install a 500-gallon tank with a gravel bottom to facilitate subsurface drainage.

The Contractor shall design and install drainage features to prevent nuisance water accumulation and to support the intended building use. Locations and details shall be included in the Contractor’s final design submittals.

4.3.10 Electrical System

The Contractor shall design and install a complete electrical system for the Simulator Building, including:

• 200-amp, 24-circuit main breaker panel, single phase.

• NEMA 3 feed-through lugs for service.

• 200-amp main lug only indoor panel with a minimum of 24 circuits.

• Ten 120V convenience outlets mounted approximately 18 inches above finished floor.

• Complete grounding, raceways, conductors, devices, supports, and appurtenances required for a complete system.

4.3.11 Lighting

The Contractor shall design and install complete interior and exterior lighting for the Simulator Building, including:

• Exterior LED wall packs on all sides of the building.

• Photocell control for exterior wall packs.

• Interior high-bay LED lighting suitable for the building use.

• Dimmable 3-way switching at each roll-up door and personnel door.

• Lighting controls configured so that approximately one half of the building is controlled separately from the other half.

Lighting levels, fixture layout, and controls shall be included in the Contractor’s design submittals.

4.3.12 Exterior Finish

The exterior color scheme shall be:

• Primary color: Old Town Gray.

• Trim color: Polar White.

4.4 Site Work and Drainage

The Contractor shall provide all site work necessary to support the two-building complex, including grading, slab preparation, drainage, access coordination, and final stabilization.

The final site condition shall:

• Provide positive drainage away from building foundations.

• Avoid standing water adjacent to buildings.

• Support safe access to doors and building entrances.

• Restore disturbed areas.

• Include erosion and sediment controls as required.

• Be suitable for the intended use of the facilities.

The Contractor shall include drainage design, grading plans, and erosion control measures in the required design submittals.

5.0 SUBMITTALS

5.1 General Submittal Requirements

The Contractor shall submit required design documents, shop drawings, product data, schedules, safety documentation, and other submittals for Government review and approval. No construction work requiring an approved submittal shall begin until the applicable submittal has been approved.

Submittals shall be complete, coordinated, and suitable for review. The Contractor shall revise and resubmit rejected or returned submittals until approval is obtained.

5.2 Initial Submittals

The Contractor shall submit the following within 15 days of contract award, unless otherwise directed by the Contracting Officer:

• Grading and site plan.

• Final engineered PEMB drawings as well as For Construction drawings.

• Foundation and slab design documents.

• HVAC design and equipment submittals.

• HVAC package unit submittals.

• Ductwork or sock-type ductwork submittals.

• Electrical design and product submittals, including panels, lighting, outlets, and controls.

• Foam insulation submittals.

• Exhaust fan and louver submittals.

• Metal siding submittals.

• Door and hardware submittals.

• Drainage design and related submittals.

• Erosion and sediment control plan, including silt fence as applicable.

• Initial project schedule.

• Activity Hazard Analyses by work activity.

• Site access and personnel information required by the Government.

5.3 Schedule Submittals

The Contractor shall submit an initial construction schedule within 10 days of contract award.

The initial schedule must be approved by the Contracting Officer before physical work begins.

The Contractor shall submit updated schedules monthly, not later than the fifth day of each month, to the Contracting Officer and COR.

5.4 Notice to Proceed

Notice to Proceed shall be issued in accordance with the contract after required initial submittals are approved.

6.0 QUALITY CONTROL AND INSPECTION

6.1 Contractor Quality Control

The Contractor shall establish and maintain a quality control program sufficient to ensure all work complies with the contract documents, approved submittals, applicable codes, and manufacturer’s requirements.

The Contractor shall provide qualified personnel to manage construction quality, site supervision, and safety. The Superintendent, Quality Control representative, and Site Safety and Health Officer functions are required. Combined roles may be permitted if allowed by the contract and accepted by the Government.

6.2 Inspection Requirements

The Contractor shall notify the Government before covering or concealing work. Work subject to inspection shall not be covered until inspected or released by the Government.

At a minimum, Government inspection shall be coordinated for:

• Site preparation prior to slab work.

• Utility work prior to backfill or concealment.

• Foundation and slab preparation.

• Concrete placement.

• PEMB erection milestones.

• Mechanical, electrical, and plumbing rough-in.

• Insulation installation.

• Final system installation.

• Final inspection and acceptance.

6.3 Documentation

The Contractor shall provide documentation required to verify quality and compliance, including:

• Approved submittals.

• Daily reports.

• Inspection records.

• Concrete and aggregate delivery tickets.

• Equipment startup reports.

• Test reports.

• As-built or record drawings.

• Operation and maintenance information.

• Warranty documentation.

No payment for aggregate base or concrete work shall be made without required truck ticket documentation.

6.4 Deviations

The Contractor shall not deviate from approved submittals, drawings, contract requirements, or manufacturer’s instructions without prior written approval through the Contracting Officer.

7.0 SAFETY AND ENVIRONMENTAL REQUIREMENTS

7.1 Safety Compliance

The Contractor shall comply with all applicable safety requirements, including OSHA 29 CFR Part 1926. The Contractor shall ensure personnel are properly trained and that work is performed in a safe manner.

7.2 Activity Hazard Analyses

The Contractor shall prepare and submit Activity Hazard Analyses for each major work activity.

Work shall not proceed until applicable safety documentation has been accepted as required by the contract.

7.3 Site Protection

The Contractor shall provide construction signage, barricades, fencing, and other protective measures as needed to protect personnel, pedestrians, Government operations, and property.

7.4 Environmental Compliance

The Contractor shall comply with applicable federal, state, and local environmental requirements. The Contractor shall manage demolition debris, construction waste, erosion controls, sediment controls, and disturbed areas in accordance with applicable requirements.

7.5 Weather Protection and Site Security

The Contractor shall protect and secure materials, equipment, and incomplete work from damage, weather, and unauthorized disturbance. The Contractor shall take appropriate protective measures before significant weather events.

8.0 UTILITIES, EXCAVATION, AND OUTAGES

8.1 Utility Locates

Before excavation or ground disturbance, the Contractor shall coordinate utility locates through Georgia 811 and applicable facility utility coordination procedures. The Contractor shall provide utility locate documentation to the COR before beginning excavation.

8.2 Excavation Notification

The Contractor shall notify the Contracting Officer and COR at least 48 hours before excavation.

8.3 Utility Outages and Connections

The Contractor shall schedule work to minimize utility outages and operational impacts.

Requests for utility outages or utility connections shall be submitted at least 10 days in advance unless otherwise approved by the Contracting Officer.

The Contractor shall not interrupt utilities without written authorization.

9.0 ACCESS, COORDINATION, AND WORK HOURS

9.1 Contractor Use of Premises

The Contractor shall limit use of the premises to areas designated by the Government. The Contractor shall coordinate access, deliveries, laydown areas, and work sequencing with the Government.

9.2 Work Hours

Standard work hours are 0600 to 1800, Monday through Friday. Requests to work outside standard hours shall be submitted in writing at least 3 days in advance and are subject to Government approval.

9.3 Deliveries

The Contractor shall coordinate deliveries with the Government. Delivery routing, staging, and unloading shall be performed in accordance with Government direction.

9.4 Personnel Access

All Contractor and subcontractor personnel shall comply with Government site access requirements. The Contractor shall submit required personnel access information within 15 business days of award and maintain a current personnel access status spreadsheet available for review during progress meetings. See section H of the solicitation for access details and specifics.

10.0 PROJECT MANAGEMENT AND REPORTING

10.1 Coordination

The Contractor shall coordinate all work with the Contracting Officer, COR, and other designated Government representatives. The Contractor shall sequence work to minimize disruption to ongoing Government operations.

10.2 Progress Meetings

The Contractor shall participate in recurring progress meetings as directed by the Government.

At a minimum, the Contractor shall be prepared to discuss:

• Schedule status.

• Work completed.

• Upcoming work.

• Submittal status.

• Safety issues.

• Quality control issues.

• Utility coordination.

• Access and delivery coordination.

• Requests for information.

• Potential delays or changes.

10.3 Daily Reports

The Contractor shall submit daily reports to the COR and Contracting Officer. Daily reports shall summarize:

• Work performed.

• Personnel on site.

• Equipment on site.

• Deliveries.

• Weather conditions.

• Safety issues or incidents.

• Quality control inspections.

• Visitors.

• Problems, delays, or coordination issues.

11.0 DELIVERABLES

The Contractor shall provide, at a minimum, the following deliverables:

Deliverable Due Date/Frequency Initial construction schedule Within 10 days of contract award Grading/site plan Within 15 days of contract award Final engineered PEMB drawings Within 15 days of contract award Foundation and slab design Within 15 days of contract award HVAC design and submittals Within 15 days of contract award Electrical design and submittals Within 15 days of contract award Lighting design and submittals Within 15 days of contract award Insulation submittals Within 15 days of contract award Door, louver, exhaust fan, and siding submittals Within 15 days of contract award Drainage and erosion control submittals Within 15 days of contract award Activity Hazard Analyses Before related work begins Personnel access information Within 15 business days of award Updated construction schedule Monthly, by the fifth day of each month Daily reports Each workday Utility locate documentation Before excavation Concrete and aggregate tickets With payment documentation or as requested Test and startup reports Before final acceptance

Deliverable Due Date/Frequency Record drawings/as-builts At project closeout O&M manuals and warranties At project closeout Final cleanup and site restoration Before final acceptance

12.0 ACCEPTANCE REQUIREMENTS

12.1 General Acceptance

The Government will accept the work when the Contractor has delivered complete, functional, code-compliant facilities that satisfy the contract requirements, approved submittals, and this

PWS.

12.2 Final Acceptance Criteria

Final acceptance shall require, at a minimum:

• Both PEMB facilities are complete and ready for intended use.

• All building systems are installed, tested, and operational.

• HVAC systems are operational and controls function as required.

• Electrical systems, outlets, lighting, and controls are operational.

• Doors, louvers, exhaust fans, and related systems operate properly.

• Interior and exterior finishes are complete.

• Site grading, drainage, stabilization, and restoration are complete.

• Required inspections are complete.

• Deficiencies and punch list items are corrected.

• Required closeout documents are submitted and accepted.

• Work area is clean and free of construction debris.

• Government inspection and acceptance are complete.

12.3 Warranty

The Contractor shall provide all required warranties for materials, equipment, workmanship, and installed systems. Warranty periods shall begin upon final acceptance unless otherwise stated in the contract.

13.0 GOVERNMENT-FURNISHED INFORMATION AND SUPPORT

The Government will provide available conceptual drawings and identify the general project area. The Government may designate laydown areas and coordinate site access requirements.

Conceptual drawings are provided for reference only and do not relieve the Contractor of responsibility for final design, field verification, code compliance, and construction of complete and functional facilities.

14.0 PERFORMANCE STANDARDS SUMMARY

Requirement Area Performance Standard Method of Surveillance

Schedule Complete work within 180 calendar days from NTP

Schedule review, progress meetings

Design Final engineered design complies with PWS and codes Submittal review

PEMB construction Buildings erected per approved drawings and manufacturer requirements Site inspection

Slabs/foundations Suitable for building and intended use Submittal review, inspection, documentation

HVAC Systems complete, operational, and controlled as required

Inspection, startup reports, functional testing

Electrical Systems complete, safe, code-compliant, and operational Inspection, testing

Lighting Interior and exterior lighting installed and controlled as required Inspection, functional testing

Drainage/site restoration

Positive drainage and stabilized disturbed areas Site inspection

Safety Compliance with OSHA and accepted AHAs

Safety inspections, daily reports

Quality control Work inspected before concealment and final acceptance

QC records, Government inspections

Closeout Complete O&M, warranties, as-builts, and final documentation Closeout review

PERSONNEL REQUIRMENTS AND EVALUATION CRITERIA:

6. Required Key Personnel:

The government requires the following three positions on site during contractor’s work:

• Superintendent:

The Government will evaluate the proposed Superintendent’s experience managing construction projects of similar size and complexity, with emphasis on renovation work in occupied facilities. Demonstrated ability to coordinate trades and maintain project schedules will be considered.

• Safety Manager:

The Government will assess the Safety Person’s qualifications, including relevant safety certifications and experience implementing site-specific safety plans on comparable construction projects. A strong record of safety performance and incident prevention will be evaluated.

• Project Manager:

The Government will evaluate the Project Manager’s experience overseeing construction projects of similar scope, including budget and schedule management. Demonstrated leadership and successful delivery of past projects will be considered.

• Quality Control Manager:

The Government will evaluate the Quality Control Manager’s experience in implementing and managing quality control programs for construction projects of similar size and complexity. Demonstrated ability to identify and resolve quality issues, maintain compliance with contract requirements, and ensure project deliverables meet specified standards will be considered.

Any changes in personnel after award must meet at a minimum the qualifications above and must be approved by the Contracting Officer prior to the change.

7. Evaluation Criteria

The Government will evaluate the submissions based on the following criteria:

a. Project Experience

i. The Offeror shall provide descriptions of up to three 3 relevant projects completed within the past five (5) years.

ii. Projects must demonstrate experience with design build as well as mechanical installation of systems found in the above performance work statement such as HVAC systems, etc

iii. Each project description shall include:

1. Project title and location

2. Contract value

3. Scope of work

4. Type and size of HVAC system replaced

5. Period of performance

6. Client/owner information

7. Key challenges and solutions

b. Key Personnel (as described in section 6 above)

c. Past Performance (formal evaluations done on previous Government projects) –

The Government will obtain past performance information from Contractor Performance Assessment Reporting System (CPARS). In the event that no past performance information is found in CPARS, a rating of neutral will be given the contractor for this element.

d. Price End of Performance Work Statement