DRAFT_Sun_Shade_SOW.pdf

STATEMENT OF WORK

FOR

AIRCRAFT SUN SHADES PROCUREMENT AND WARRANTY

TABLE OF CONTENTS

SECTION A DESCRIPTION OF PRODUCT

1.0. SCOPE OF WORK

1.1. Background

1.2. Scope

2.0. SUN SHADE REQUIREMENTS

2.1. Sun Shade Requirements

2.2. Lighting and Power Specifications

2.3. Lightning Protection

2.4. Global Positioning System

2.5. Communication Conduits

SECTION B GENERAL INFORMATION

1.0. TRANSITION

1.1. Assuming Functional Responsibility

1.2. Access to Facilities

1.3. Work Clearance and Permits

2.0. CONTRACTOR PERSONNEL

2.1. Contractor Employees

2.2. Employee Training

3.0. HOURS OF OPERATION

3.1. Duty Hours

3.2. Holidays

4.0. SAFETY

4.1. Contractor Liability

4.2. Safety and Health Program

4.3. Spill Notification

4.4. Safety Notification and Reporting

4.5. FOD Mitigation Plan

5.0. SECURITY

5.1. Identification and Credentials

5.2. Government Furnished Security Training

5.3. Escorting

5.4. Retrieving Identification Media

5.5. Traffic Laws

5.6. Weapons, Firearms and Ammunition

5.7. Computer Security

5.8. Photography

5.9. Reporting

SECTION C WARRANTY

1.0. WARRANTY

1.1. Sun Shade(s) Warranty

1.2. Roof System Weather-Tightness Warranty

1.3. Roof and Wall Panel Finish Warranty

SECTION D GOVERNMENT FURNISHED PROPERTY AND SERVICES

1.0. GOVERNMENT FURNISHED PROPERTY AND SERVICES

1.1. General Information

1.2. Government Furnished Training

SECTION E APPENDICES

Appendix A References

Appendix B Definitions

Appendix C Submittals

Appendix D Performance Work Statement for Sun Shade Sustainment

SECTION A

DESCRIPTION OF PRODUCT.

1.0. SCOPE OF WORK.

1.1. Background. Over the years, Air Force units have procured aircraft sun shades (herein referred to as “sun shades”) of all types and sizes. The Air Force has determined it is in the best interest of the Government to standardize sun shades for the protection of Government resources.

1.2. Scope. The contractor shall provide all personnel, equipment, tools, materials, vehicles, supervision, and other items necessary to install prefabricated steel aircraft shelter on the 124th Fighter Wing aircraft parking ramp located at Gowen Field, Idaho. Shelters shall be installed as follows:

a) One row of prefabricated steel shelters; eight parking bays in the row allowing wing- tip to wing-tip and nose to tail access.

b) One prefabricated steel free-span shelter covering pre-established parking area housing four aircraft.

Shelters shall meet the requirements in Section A, paragraph 2.0 of this Statement of Work (SOW).

2.0. SUN SHADE REQUIREMENTS.

2.1. Sun Shade Requirements. Provide galvanized steel sun shades that are designed and constructed in compliance with the applicable criteria and regulations listed in Appendix A References and any federal, State of Idaho, Ada County or City of Boise codes.

2.1.1. Seismic Design. Sun shade design and construction shall comply with the seismic provisions of the Unified Facilities Criteria (UFC) 3-301-01, and IBC 2009, American National Standards Institute/American Institute of Steel Construction (ANSI/AISC) 441, using the design procedures and loads in the American Society of Civil Engineers (ASCE) 7 as prescribed in UFC 3-301-01.. The contractor shall indicate on the drawings all locations and features for which special inspection and testing is required, drawings are required to be certified by an Idaho certified engineer. Contractor must follow all federal, state, county and city codes.

2.1.2. Thermal Movements. Sun shades must be designed to accommodate thermal stresses according to provisions in AISC 360 and AISC Code of Standard Practice and any other federal, state, county and city codes.

2.1.3. Wind Loads. Wind pressures shall be computed and applied IAW Metal Building Systems Manual and 2012 supplement, as well as ASCE 7 and federal, state, county and city codes.

2.1.4. Parking Bays. Parking bays shall be arranged so a sun shade can cover a parking space and can be connected to another sun shade covering a parking space. The sunshades shall be stand-alone column structures with open ends and sides allowing adjacent bays to share common frame. The shelters on the flight line will be eight connected parking bays, with a minimum interior height of 26 feet and a maximum exterior height of 35 feet. Dimensions of each internal structure shall be a minimum of 65 feet in depth by 110 feet long, with the overall structure being approximately 900 feet. The eastern and western most sides shall have side paneling extending from the roof 2/3rds of the way to the ground. The free-span structure located on Building 1533’s concrete pad will be a minimum of 130 feet by 160 feet with a minimum internal height of 26 feet.

2.1.5. Concrete Anchors. Sun shades shall be free standing. Concrete anchors shall be designed and installed according to the provisions found in American Concrete Institute (ACI) 318A. Column supports shall not be installed on any joint to ensure pavement integrity. Column support placement must meet the minimum edge spacing requirements in ACI 318A. Concrete footers shall be installed at all support column locations and will be installed to a minimum frost depth of 24 inches below finished surface. A Professional Structural Engineer shall provide stamped drawings showing the footings to meet all loading requirements caused by the support columns. The Contractor shall account for the slopes on the aircraft parking apron with respect to the levelness of the entire structure and bearing surface of the base plates.

The Contractor shall submit a plan for Government approval that details how the levelness shall be addressed.

2.1.6. Fasteners. All fasteners shall be corrosion resistant and of a type and size to meet the performance requirements and design loads. Fasteners, washers and nuts shall be corrosion resistant, as well as having locking features in order to prevent Foreign Object Damage (FOD).

2.1.7. Lateral Bracing, Side Cables or X-Braces. Lateral bracing, side cables or X-Braces shall meet the requirements identified in the Metal Building Manufacture’s Association (MBMA) systems manuals supplement 2012, ASCE Standard 19-10 and UFC 3-301-01. Lateral bracing, side cables or X-Braces shall have a minimum clearance of at least ten feet from the top of the pavement.

2.1.8. Bird Mitigation. Mitigation of bird roosting and nesting shall be incorporated into the design and installation of the sun shades. Netting is a commonly accepted form of mitigation; audible mitigation will not be accepted.

2.1.9. Color. All sun shade surfaces shall be a uniform color of grey, tan, beige or blue. Color samples will be approved on an AF 3000.

2.1.10. Ground Collision Mitigation. Sun shade columns shall be wrapped with two or three inch wide reflective tape that meets Federal Specification L-S-300C. Self-adhesive, self-illuminating tape, which stores energy, or “recharges” with exposed UV-illuminated visible light may be used. Reflective tape must be a solid band, on all columns.

2.1.11. Dead Load. Design in accordance with (IAW) ASCE 7-2010.

2.1.12. Roof. Roof shall be designed for a minimum live load IAW ASCE 7, state, county and city codes, but under no circumstances less than 25 pounds per square foot (psf) in addition to calculated dead loads.

Roof areas shall also be designed with both positive and negative wind loads IAW ASCE 7 and state, county and city codes. Roof shall be designed for applicable snow loads in Boise, Idaho, no less than 30 psf; including snow cleats. Snow cleats need to be compatible with and not void the manufacturer’s warranty. The roof system shall be designed and constructed in a manner to shed water away from the area under the sun shade. For the eight connected sun shades water must be shed to the south. Roof deck system shall be designed to allow for future solar panel installation.

2.1.13. Jet Blast. Sun shades shall meet the requirements of UFC 3-260-01.

2.1.14. Fall Protection. Overhead Safety protection cables shall be installed in each parking bay and the free-span structure. The safety wires will run horizontal along the wingspan of the aircraft in order to facilitate aircraft taxing in and out the bays. Fall Protection must be compliant with OSHA 29 CFR

1926.5 Subpart M, AFI-91-203 section 13.4.6 and all UFC, ETL, Federal, State and Local Codes.

2.2. Lighting and Power Specifications

2.2.1. Electrical System. Electrical system shall be designed and installed IAW the National Electrical Code, NFPA 70, state, county and city codes. A short circuit analysis shall be conducted and all devices over 50 volts shall be labeled with arc flash warning labels IAW NFPA 70E, Standard for Electrical Safe Practices.

2.2.2. Security Lighting. Security lighting shall be designed and installed IAW AFI 31-101, Integrated Defense. Design security lighting IAW the Illuminating Engineering Society (IES) Handbook and Paragraph 2.2.4 of this SOW. A master 208 volt, 30 amp photo sensor shall be incorporated to control all Obstruction Lights and the security lights in each bay of the shelters. The photo sensor shall be located in proximity to the electrical panel.

2.2.3. Obstruction Lighting. Obstruction lighting must be designed and installed IAW UFC 3-535-01, Visual Air Navigation Facilities, and Engineering Technical Letter (ETL) 11-29, Use of LED Fixtures in Airfield Lighting Systems on Air Force Installations and Enduring/Contingency Locations. Red LED obstruction lights are not approved. A master 208 volt, 30 amp photo sensor shall be incorporated to control all Obstruction Lights and the security lights in each bay of the shelters. The photo sensor shall be located in proximity to the electrical panel.

2.2.4. General Lighting.

2.2.4.1. Lights. Per parking bay/area: High Bay LED 277v LED lighting, capable of producing a non-shadowing effect and meeting a maintained average of 35 foot candles at maintenance requirements height of 5 feet off the ground. Fluctuations in line voltage up to 15% shall have no visible effect on the luminous output. All lighting must meet the requirements outlined in the UFCs and ETLs. LED fixtures will have a CCT value of 4000K-5000K and a CRI of less than 56.

2.2.4.2. Computer Model. The contractor is responsible for doing a computer model to determine the best placements of the lights along the two inner beams. From the computer model, the contractor will determine with the Air Force approval, the best color rendering and the best beam angle. Computer model color rendering and beam angle will be submitted on AF 3000.

2.2.4.3. Installation. Lighting installation shall comply with NFPA 70, Article 513 of the National Electric Code. Because the lights will be exposed to the outside weather, they shall, at a minimum, be capable of operating at -20 degree F, be weather proof and able to withstand 90 miles per hour wind.

NFPA 70 states that any equipment within 1.5 meters (5 feet) above aircraft fuel vents to ground level shall be Class1, Division 1. Light fixtures shall be installed above this height requirement, as such, all equipment above 5 feet from the fuel vents does not require any class or division rating. The fixtures are to be mounted directly to substantial structural members, by bolts, screws, or screw on base. The placement color and intensity could change based upon the results of the computer model. Lighting is to be located in compliance with National Fire Protection Association NFPA 70, Article 513 locations and will comply with applicable Air Force ETLs and UFCs.

2.2.4.4. Lighting Electrical. Shelter electrical equipment shall be Underwriters Laboratories (UL) listed.

All wiring shall be in conduit in accordance with the National Electric Code NFPA 70. It shall also be listed for outdoor conditions, minimum. The lights mounted on the inner beams in each bay will have their own electrical circuit which will be controlled at the main electrical distribution box. The security lights will have its own circuit separate from the other lights and will be controlled by an individual switch at the main electrical distribution box.

2.2.4.5. Warning Beacons. Each shelter will have two beacon/flashers (yellow or amber lights with minimum 9 candela of intensity). These lights will be used to warn flight line personnel of lightning and inclement weather. Both beacon/flasher lights shall be controlled by a common switch at the electrical distribution panel.

2.2.4.6. Lighting Switches. For the shelter, there will be six switches controlling the lights in each bay, six switches controlling the security lights in each bay, and one switch controlling the beacon/flasher lights. All switches will be located in the main electrical distribution box for the shelter.

2.2.5. Outlets. Provide a double gang four 20 amp 120 volt receptacles to each aircraft shelter. All receptacle components, to include cabling and conduit, shall meet NFPA 70 and NEC standards for weather ratings.

2.2.6. Static Grounds. Design and install static grounds IAW AFI 32-1065, Grounding Systems, NFPA 77, state, county and city codes.

2.2.7. Electrical Panel. Install an electrical panel in accordance with NEC and meets the electrical load requirements outlined in this SOW. The panel will be compliant with all applicable UFCs, ETL, Federal, State and local codes.

2.2.7.1. Power Transformer. In order to facilitate the increase in power consumption; contractor must coordinate purchase and installation of a new power transformer with Idaho Power. The suggested closest transformer location is transformer EPO1. This transformer is located to the Northwest corner of building 1531.

2.2.8. Base Power Connection. The contractor will be responsible to connect the sun shade’s electrical system to the base’s power. The contractor is responsible for all trenching and demolition required to connect the sunshades to the newly installed transformer. The contractor will be responsible for returning all damaged and trenched surfaces to original condition. The exception to this will be any damage done to concrete pads on the flight line will require a full block replacement at a minimum depth of 12 inches. All concrete blocks will be installed IAW UFC 3-260-02 Pavement Design for Airfields.

2.3. Lightning Protection. For each sun shade, contractor shall perform a Lightning Risk Assessment IAW NFPA 780, Standard for Installation of Lightning Protection Systems to determine the type of lightning protection system (LPS) to install. The LPS must be designed and installed IAW NFPA 780, AFI 32-1065, Grounding Systems, AFMAN 91-201, Explosive Safety Standards, UFC 575-01, Lightning and Stated Electricity protection, state, county and city codes.

2.4. Global Positioning System. Contractor will supply and install a GPS amplification system capable of retransmitting signals within each sun shade and the free span structure. This system must have surge protection, be connected to power at the installed location, and transmit L1/L2 signals per Mil-Spec.

2.5. Communication Conduits. Provide a minimum of one 1 inch conduit(s) to each shelter with a homerun pull string. The conduits will terminate at the same elevation and next to the 120v receptacles for each shelter. This conduit is to be used for telecommunications cabling both fiber and copper. All conduits shall meet all requirements outlined in UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design. No cabling is to be run. All conduits shall return to the location of the transformer located at Building 1531, utilized to service the flight-line sun shades. Conduits may be run in the same trench as the new electrical connection but must maintain three foot separation at all times.

SECTION B

GENERAL INFORMATION

1.0. TRANSITION

1.1. Assuming Functional Responsibility. The CO or COR will assume responsibility for all executable functions, identified in the SOW.

1.2. Access to Facilities. The contractor shall be allowed access to government facilities subsequent to transition start date. Access shall not interfere with the work efforts of current contractor or government personnel. CO or COR shall arrange access to ensure interference does not occur.

1.3. Work Clearance and Permits. Coordinate work with the base Aircraft Sun Shade Manager, as required. Obtain digging, welding and/or paint spraying permits IAW base operating instructions, dig-line and FAA.

2.0. CONTRACTOR

2.1. Contractor Employees. The contractor shall not allow employees identified by the Security Forces as a potential threat to the health, safety, security, general well-being, or operation mission of the installation or its populace to work on this project.

2.1.1. Base Access. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer or the Contracting Officer Representative. The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces. The Contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in Contractor security matters or processes. Contractor must have prior approval for personnel to work in any restricted areas aircraft taxiway or aircraft parking ramps. A letter to Contracting Officer with employee's name, SSN, and what dates they will be working in any restricted areas. This letter will be made available to Contracting Officer no-less-than 7 working days prior to start of work to allow for coordination with Base Security-Forces. All workers will have a flight line restricted area security, noise safety, and Foreign Object Detection (FOD) briefing before being allowed to enter aircraft taxiway or parking ramp area. The Contracting Officer and/or Contracting Officer Representative shall provide guidance and directions for restricted area access during Pre- Construction meeting and anytime their after.

2.1.2. Laws, Directives, and Regulations. The contractor and its employees will comply with the laws, regulations and directives of the Air National Guard, as well as the federal, state, county and city.

2.1.3. Terminations. The contractor will remove employees from the project who have been identified as a potential threat to the health, safety, security, general well-being, operational mission of the installation or it population, or failure to comply with laws, regulations and directives, IAW 2.1.2 of this SOW.

2.1.4. Conflict of Interests. Do not employ any person who is an employee of the government if the employment of that person would create a conflict of interest, or the appearance of a conflict of interest.

2.2. Employee Training. Develop, implement and maintain procedures for training, qualifying and certifying employees prior to performance of assigned duties under this contract (i.e. welding, electrical, etc.)

2.2.1. Records. Develop and maintain individual training records to document training and test results.

Document all initial and supplemental training accomplished in each employee’s training record.

Maintain each training record at the individual’s work location and available to government representative(s) upon request.

3.0. HOURS OF OPERATION

3.1. Duty Hours. Provide required resources during duty hours of 0700 to 1630; Monday through Friday, unless a holiday is being observed.

3.2. Holidays. If the holiday falls on a Saturday or Sunday, it may be observed on Friday or Monday as directed. United States holidays include:

New Year’s Day

Martin Luther King Day

Presidents Day

Memorial Day

Independence Day

Labor Day

Columbus Day

Veterans Day

Thanksgiving

Christmas

4.0. SAFETY

4.1. Contractor Liability. The contractor shall be liable and responsible for non-compliance of environmental safety and health (ES&H) provisions, and pay fines and fees resulting from improper contractor actions and/or processes.

4.2. Safety and Health Program. Establish responsibilities and procedures required to effectively administer conformance with Air Force Occupational Safety and Health (AFOSH), Occupational Safety and Health Administration (OSHA), and Air Force Safety Instructions.

4.3. Spill Notification. Notify the CO and the base Aircraft Sun Shade Manager immediately of any pollution incident, as per base requirements.

4.4. Safety Notification and Reporting. Notify the CO and the base Aircraft Sun Shade Manager of any mishap involving contractor personnel, AF assets, or AF operations, which result in injury, illness or damage. Establish internal mishap notification procedures and brief all contractor personnel. Document the mishap notification briefing as part of initial safety orientation. Document and report and mishap using local base procedures. Provide a copy of all mishap reports to the CO and the base Aircraft Sun Shade Manager. Injuries to contractor personnel shall be reported IAW OSHA requirements. Maintain copies of all mishap reports for at least one year.

4.5. FOD Mitigation Plan. Foreign Object Damage (FOD) Prevention: Aircraft safety is paramount, therefore, during shelter installation aircraft will not operate within the shelter installation area. The contractor shall take all necessary precautions, to include any necessary screening, to settle debris and cover dumpsters to prevent blowing of dust and papers. If necessary, wet down materials as required.

The contractor shall remove and dispose of any fallen debris from work area ground; i.e., metal clippings, zip-ties, wire sleeves, and bird netting. The contractor shall maintain work areas in a neat, clean, and safe condition. The contractor shall submit a FOD Prevention plan to the Contracting Office. The FOD Prevention Plan shall at a minimum, address:

1. Tool Control/Accountability.

2. Daily FOD-Walks at end of day to pick up any fallen debris in the Contractor’s work area on Flight line.

4.5.1. Debris Mitigation. The shelter installation work site is located within an active aircraft operations parking apron. The contractor shall protect adjacent aircraft parking areas, property, buildings, and their contents from dust, dirt, or other materials. The contractor shall maintain the site to prevent material or debris from migrating outside of the work area. If notified of material or debris outside of the work area, the contractor shall remove the debris and coordinate with Airfield Management to ensure aircraft movement and aircraft maintenance operations are not affected.

4.5.2. Debris Disposal. The contractor shall dispose of all trash and debris generated during the contract.

Disposal shall be by sanitary landfill or other approved methods and shall conform to all local, state, and federal guidelines and regulations.

4.5.3. Debris/Refuse Removal. The contractor shall store all refuse in appropriate trash containers on the jobsite. Location of a dumpster at the site shall be as directed by the Airfield Management Office. The dumpster shall be covered to prevent possible use by base personnel. The contractor shall have all refuse removal trucks covered and secured prior to entering or leaving the jobsite. If any materials are observed falling off the trucks, the truck shall be stopped and reloaded to prevent damage. The contractor shall bear the monetary responsibility to repair all damage associated with falling debris. The contractor’s dumpster shall be removed prior to Final Inspection. The contractor shall repair any damage the dumpster causes to concrete, asphalt paving or lawns.

4.5.4. Debris Responsibility. All mud, dirt, debris, foreign objects, or spills of any kind from contractor operations (including subcontractors and suppliers) on the aircraft parking apron or streets and parking lots used as access to the work or staging areas, shall be cleaned off the same day. Taxiways, runways, parking aprons, and hard surfaces used as access to the work or staging areas shall be kept clean at all times by the contractor.

4.5.5. Concrete Wash-outs. There is no approved concrete truck cleanout site on base. The contractor may instruct the truck to wash out into the contractor’s dumpster only. If the concrete truck cleans out anywhere else on base, the clean-up charges will be billed back to the contractor. Any hardened concrete must be removed from the base.

4.5.6. Government Dumpsters. The base refuse contract supplies dumpsters for Government produced refuse only. The contractor shall not dump refuse from this project in the Government dumpsters. If the Government discovers project refuse in Government dumpsters, the Contracting Officer may instruct the contractor to immediately remove the refuse, or have Government resources remove it at the contractor’s expense, per the approval of the Contracting Officer.

4.5.7. Safety Barricades. The contractor shall furnish, install, and maintain lighted barricades approved by the Contracting Officer at sites where work is being accomplished. Barricades shall meet the requirements set forth in Engineering Technical Letter (ETL) 04-2, Standard Airfield Pavement Marking Schemes, Paragraph 9.2, July 2004 (Appendix A, page 32 Para. 9.2.1. - 9.2.2.) Contractor shall install barricades with amber yellow warning lights around the boundaries of work at maximum intervals of 50ft and shall use dual markers and lights on corners and ends. Barricades shall be anchored by sandbagging to prevent overturning and/or displacement. The contractor will ensure that barricade lighting is maintained in operational conditions at all times.

5.0. SECURITY

5.1. Identification and Credentials. Employees shall wear reflective vests while operating on the flight line. The contractor shall ensure all employees have the legal right to perform work within the United States, and can pass appropriate security checks. All contractor employees shall properly identify themselves as contractors during official communication and possess the appropriate identification for a contractor employee.

5.2. Government Furnished Security Training. All contractor personnel shall receive base-specific security from the COR and/or unit Security Manager for restricted access areas prior to being granted access to restricted areas.

5.3. Escorting. Contractor personnel without appropriate security clearance shall be escorted by authorized personnel within controlled areas.

5.4. Retrieving Identification Media. The contractor will turn-in all identification media, including vehicle pass to the CO or COR upon termination of employment. The CO or COR will provide security termination briefings IAW Department of Defense (DoD) 5200.1. Enclosure 5(9), and AF Form 2587 according to Air Force Instruction (AFI) 31-401, Section 8E.

5.5. Traffic Laws. The contractor and its employees will comply with installation traffic regulations.

5.6. Weapons, Firearms and Ammunition. Contractor employees shall not possess any weapons, firearms, or ammunition on themselves, or within any vehicle on a United States Air Force Base/Installation.

5.7. Computer Security. If required, all contractor personnel shall obtain a favorable National Agency Check (NAC) and complete the Information Assurance Awareness Computer Based Training (CBT) prior to gaining access to “.mil” or “.smil” domains IAW AFI 33-200 and AFI 33-115 Vol. 2, chapter 5. CBT is located at (https://www.smartforce.com/learning_community/Custom/USAF/login.asp). Additional user training may be developed locally to reflect local needs and concerns.

5.8. Photography. Contractor shall ensure no photographic equipment is permitted on the flight line by their personnel. If needed in the performance of their duties, contractor shall follow local base policies prior to taking photographs.

5.9. Reporting. Report to the CO or base Aircraft Sun Shade Manager any information or circumstances that may pose a threat to the security of Department of Defense personnel, contractor personnel, or government resources (format to be determined by the CO or Aircraft Sun Shade Manager) within 24-hours of the incident.

SECTION C

WARRANTY

1.0. WARRANTY.

1.1. Sun Shade(s) System Warranty. The contractor will furnish a manufacturer’s no-dollar limit warranty for the aircraft sun shade(s). The warranty period shall be no less than 5 years from the date of acceptance of sun shade(s) installation by the Government. The warranty shall provide that if within the warranty period, the sun shade(s) shows evidence of deterioration resulting from defective materials and/or workmanship, correction of any defects is the responsibility of the sun shade(s) manufacturer.

Repairs that become necessary because of defective materials and/or workmanship while sun shade(s) is under warranty are to be performed within the timeframe specified by the CO. Failure to perform repairs within the timeframes established by the CO shall constitute grounds for having emergency repairs performed by others at the expense of the contractor and shall not void the warranty.

1.2. Roof System Weather-Tightness Warranty. The contractor will furnish manufacturer’s no-dollar-limit warranty for the roof system. The warranty period shall be no less than 5 years from the date of acceptance of sun shade(s) installation by the Government. The warranty shall provide that if within the warranty period, the roof panel system shows evidence of corrosion, perforation, rupture, loss of weather tightness or excess weathering due to deterioration of the panel system resulting from defective materials, correction of the defective workmanship is to be the responsibility of the sun shade(s) manufacturer.

Repairs that become necessary because of defective materials and/or workmanship while roof panel system is under warranty are to be performed within the timeframe specified by the CO. Failure to perform repairs within the timeframes established by the CO shall constitute grounds for having emergency repairs performed by others at the expense of the contractor and shall not void the warranty.

1.3. Roof and Wall Panel Finish Warranty. The contractor will furnish manufacturer’s no-dollar-limit warranty for the metal panel system. The warranty period shall be no less than 5 from the date of acceptance of sun shade(s) installation by the Government. The warranty shall provide that if within the warranty period, the structure shows evidence of checking, delaminating, cracking, peeling or excess weathering due to deterioration of the panel system resulting from defective materials and finish, correction of the defective workmanship is to be the responsibility of the sun shade(s) manufacturer.

Liability under this warranty is exclusively limited to replacing the defective coated panels. Repairs that become necessary because of defective materials and/or workmanship while roof panel system is under warranty are to be performed within the timeframe specified by the CO. Failure to perform repairs within the timeframes established by the CO shall constitute grounds for having emergency repairs performed by others at the expense of the contractor and shall not void the warranty. Repair of protective coatings and painted surfaces must be compatible to the formula and color specified by the panel manufacturer and/or conforming to American Society for Testing and Materials (ASTM) A780/A780M.

SECTION D

GOVERNMENT-FURNISHED PROPERTY AND SERVICES

1.0. GOVERNMENT-FURNISHED PROPERTY (GFP) AND SERVICES.

1.1. General Information. The government provides no equipment or vehicles.

1.1.1. Utility Companies. Contractor is solely responsible to work with utility companies for any necessary use during contract execution. The contractor will need to provide necessary equipment/meters to monitor utility use and handle payment to utility companies.

1.2. Government-Furnished Training. Government-provided training shall be identified and provided by the unit (i.e. flight line driving certification), and per Section B, Paragraph 5.2. of this SOW.

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APPENDIX A

REFERENCES

1.0. AIR FORCE REFERENCES

AFI 31-101, Integrated Defense

AFI 31-401, Retrieving Identification Media (section B 5.4)

ANGI 32-1023, Criteria and Standards for Air National Guard Design and Construction

AFI 32-1065, Grounding Systems

AFI 33-20 (SECTION B 5.7)

AFI 33-115 (SECTION B 5.7)

AFOSH 91-100, Aircraft Flight Line – Ground Operations and Activities

AFMAN 91-201, Explosive Safety Standards

2.0. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325, Steel Construction Manual ANSI/AISC 341, Seismic Provisions for Structural Steel Buildings ANSI/AISC 360, Specification for Structural Steel Buildings

3.0. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-2010, Minimum Design Loads for Buildings and Other Structures ASCE 19-10, Structural Applications of Steel Cables for Buildings

4.0. AMERICAN WELDING SOCIETY (AWS)

AWS A5.1/A5.1M, Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding AWS D1.1/D1.1M, Structural Welding Code – Steel AWS D1.3/D1.3M, Structural Welding Code – Sheet Steel

5.0. ASTM INTERNATIONAL (ASTM)

ASTM A780/A780M, Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

6.0. ENGINEERING TECHNICAL LETTER (ETL)

ETL 11-29, Use of LED Fixtures in Airfield Lighting Systems on Air Force Installations and Enduring/Contingency Locations ETL 04-2, Standard Airfield Pavement Markings

7.0. ILLUMINATING ENGINEERING SOCIETY (IES) HANDBOOK

8.0. INTERNATIONAL BUILDING CODE (IBC) 2012

9.0. METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)

MBMA MBSM, Metal Building Systems Manual

10.0. NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS

(NAAMM)

NAAMM AMP 500, Metal Finishes Manual

11.0. NATIONAL FIRE PROTECTION CODE (NFPA)

NFPA 70, National Electrical Code NFPA 77, Recommended Practice on Static Electricity NFPA 780, Standard for Installation of Lightning Protection Systems

12.0. UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-260-01, Airfield Planning and Design UFC 3-260-02 Pavement Design for Airfields.

UFC 3-301-01, Structural Engineering UFC 3-310-04, Seismic Design for Buildings UFC 3-535-01, Visual Air Navigation Facilities UFC 3-530-01, Design, Interior and Exterior Lighting and Controls UFC 3-550-01, Exterior Electrical Power Distribution UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design UFC 3-600-01, Fire Protection Engineering for Facilities

APPENDIX B

DEFINITIONS

Configuration Management – physical attributes or characteristics. Installation of original hardware/equipment.

Contracting Officer Representative (COR) – typically the Aircraft Sun Shade Manager, unless otherwise appointer.

Corrosion – the electrochemical oxidation of metals in reaction with an oxidant such as oxygen. Can occur in any environment.

Dead Load – includes loads that are relatively constant over time, including the weight of the structure itself, and immoveable fixtures such as walls, plasterboard or carpet.

Fatigue – the progressive and localized structural damage that occurs when a material is subjected to cyclic loading.

Fracture – the (local) separation of an object or material into two, or more, pieces under the action of stress.

Fraying – to strain; chafe. To wear away (the edges of fabric, for example) by rubbing. To become worn away or tattered along the edges. A frayed or threadbare spot, as on fabric.

Hardware – a general term for items such as fasteners, bolts, washers, wire, turn buckles, etc.

Metal Sun Shades – both the roof and the structure (frame) made of galvanized steel.

No Limit Warranty – A warranty that has no limitations on monetary responsibility. Some warranties are pro-rated meaning the coverage is reduced proportionally depending on how many years it has been since installation.

Performance Work Statement (PWS) – specifies the government’s requirements for services to be performed.

Serviceable – safe for use and discrepancies do not pose a hazard to personnel, equipment and/or aircraft.

Statement of Work (SOW) – a formal document that captures and defines the work activities, deliverables, and timeline a vendor must execute in performance of specified work for a client.

Structural Failure – loss of the load carrying capacity below manufacturer’s design. Can refer to a component or member within a structure or of the structure itself.

Unserviceable – presents a danger to personnel, equipment and/or aircraft.

Wear – erosion or sideways displacement of material from its “derivative” and original position on a solid surface performed by the action of another surface. Wear is related to interactions between surfaces and more specifically the removal and deformation of material on a surface as a result of mechanical action of the opposite surface.

APPENDIX C

SUBMITTALS

1.0 Submittals. All submittals will be on the AF Form 3000.

1.1. Concrete anchor levelness IAW Section A 2.1.5.

1.2. Color samples of Sun Shade surfaces IAW Section A 2.1.9.

1.3. General lighting computer model rendering IAW Section A 2.2.4.2.

1.4. FOD prevention plan IAW Section A 4.5.

APPENDIX C

PERFORMANCE WORK STATEMENT

AIRCRAFT SUNSHADE SUSTAINMENT SERVICES

AT GOWEN FIELD, BOISE, IDAHO

TABLE OF CONTENTS

Paragraph Page

1.0. DESCRIPTION OF SERVICES

2.0. GOVERNMENT-FURNISHED EQUIPMENT AND TRAINING

3.0. GENERAL INFORMATION

4.0. SECURITY…………………

5. 0. APPENDICES

Appendix A – Definitions (1 page)

Appendix B – Submittals (1 page)

Appendix C – Maintenance Documentation (1 page)

Appendix D – Aircraft Sunshade Inspection Checklist (1 page)

PERFORMANCE WORK STATEMENT

AIRCRAFT SUNSHADE SUSTAINMENT SERVICES

1.0. DESCRIPTION OF SERVICES.

1.1. Description of Services. The contractor shall provide all equipment, tools, materials, vehicles, personnel, labor, supervision, and management to perform Aircraft Sunshade Inspection sun shades installed at Gowen Field, Boise Idaho.

1.1.1. Background. Preventative Maintenance is the basis of Air Combat Command’s policy for aircraft sunshade sustainment. The Government’s objective is to maintain safe and reliable aircraft sunshades and to maintain original manufacturer’s standards.

1.2. Scope. The contractor shall provide all labor, equipment and personnel to inspect Aircraft Sunshades located at Martin State Airport. Inspection will include but not limited to lights, electric, nesting mitigation and lightning protection. The contractor shall provide documentation of inspection.

1.3. Inspection. The contractor shall perform inspections, in accordance with (original equipment manufacturers) specifications, procedures, industry standards or best practices, (in that order) and in accordance with applicable federal, state and local building code and regulations or equivalent military standard Unified Facilities Criteria (UFC) and Unified Facility Guide Specifications (UFGS). The contractor shall advise the Government’s Program Manager (PM) of any conflicts/ambiguities in the various documents before beginning any task.

1.4. Inspection Responsibilities. At a minimum, the contractor shall accomplish the following tasks to support aircraft sunshade inspection requirements.

1.4.1. Inspect, Report, Document. Inspect for, report and document the following:

a) Inherent structural weakness

b) Corrosion

c) Improper installation

d) Design defect

e) Electrical defect

f) Weather (turbulence) related damage

g) Improper use

h) Destruction

i) Failure (signs of or evidence of electrical, structural or mechanical failure)

j) Severed item

k) Evidence of stress/buckling/fatigue/etc.

l) Missing hardware

m) Loose hardware

n) Wildlife intrusion

o) Other discrepancies

1.5. Preventative Maintenance Plan (PMP). The contractor shall develop a PMP that provides details, to include how aircraft sunshade configurations shall be maintained and perform preventative maintenance of sun shades. The contractor shall submit the PMP to the Contracting Officer (CO) and the Government’s PM no later than 60 days after contract award and shall be non-proprietary.

1.6. Compliance. The contractor shall comply with all applicable base regulations and instructions.

1.7. Site Management. Provide a single point of contact (POC) for management of all aircraft sunshade activities.

1.8. Maintenance Documentation. The contractor shall maintain and submit maintenance documentation to the base-level COR. Maintenance documentation shall include sun shade condition (serviceable/unserviceable – see definition), scheduled and unscheduled maintenance activities, discrepancies, corrosion control action, repairs needed, corrective action, identified trends in discrepancies and metrics. All documentation shall be considered an integral part of this contract and shall be non-proprietary in nature. This documentation shall be submitted quarterly, if any activities have been performed or changed pertaining to this PWS. If no activities have been performed, documentation submission is not required.

1.9. Reference Material. Government PM will maintain copies of applicable aircraft sunshade manuals, drawings, specifications, etc., for use in inspection preventative maintenance and/or repair.

1.10. Requirements. The contractor shall perform tasks IAW manufacturers’ recommended inspection industry standards, or best practices (in that order) and be IAW applicable federal, state and local building code and regulations or equivalent military standard Unified Facilities Criteria (UFC) and Unified Facility Guide Specifications (UFGS). Advise the Government PM of any conflicts/ambiguities in the various documents before beginning any task.

1.11. Alternate Procedures. The contractor may propose alternate maintenance procedures as a cost saving initiative or enhancement to inspection and or maintenance accomplishment. These procedures include deviations from preventive maintenance requirements when supported by technical analysis, test results and documented conclusions. The PM shall approve all contractor proposed deviations from preventive maintenance requirements prior to implementation.

1.12. Planned Work.

1.12.1. Inspection. Perform and report inspection procedures to include lightning protection systems, aircraft sunshade structure, metal roofing and lighting systems.

1.13. Disruption. Coordinate disruptions with the Government PM prior to starting work. Provide notification, at least three working days, prior to disruption (e.g., power outage, blocked access, inspection process maintenance process,). Disruptions shall provide the least amount of customer inconvenience. Notify the Government PM (format to be provided by the Government PM) within three working days of expected downtime due to disruption.

1.13.1. Work Schedules. Schedule work with the Government PM to minimize disruption to mission requirements. Coordinate inspections, maintenance and/or repair work no later than 30-calendar days before work is scheduled.

1.14. Work Priorities. The contractor shall include in maintenance documentation procedures for assessing, scheduling and performing emergency, urgent and routine corrective maintenance (CM) as follows:

1.14.1. Emergency Maintenance. Emergency maintenance is classified as an immediate response to repair hardware or structural failure that renders the aircraft sunshade unserviceable and/or unsafe. Scope shall be limited to work necessary to eliminate the emergency condition (i.e., investigation and temporary repair, except where permanent repair is more practical).

1.14.2. Urgent Maintenance. Urgent maintenance is classified as a condition that if not acted upon immediately is likely to create an emergency maintenance situation.

1.14.3. Routine Maintenance. Routine maintenance is classified as all other maintenance actions. The contractor shall incorporate routine maintenance into a planned work schedule.

2.0. GOVERNMENT FURNISHED EQUIPMENT AND TRAINING.

2.1. Government-Furnished Equipment. The Government will provide one, eight bay Sunshade and one free-span Sunshade, however the contractor is ultimately responsible for care and maintenance of the aircraft sunshades.

2.2. Government-Furnished Security Training. All contractor personnel shall receive base specific security training from the unity Security Manager for controlled access areas, prior to being granted access to controlled areas.

3.0. GENERAL INFORMATION.

3.1. QUALITY ASSURANCE. The Government shall inspect and evaluate the contractor’s performance to ensure services are received in accordance with requirements set forth in this contract. The Government PM will periodically inspect by watching actual task performance, physically checking an attribute of the completed task, checking a management information report, investigating customer complaints, conferring with facility managers, or otherwise inspecting the task or its results to determine whether or not the performance meets the standards contained in this PWS. The Government PM will use the contractor’s work schedule to record surveillance results. This surveillance record then becomes the official Air Force record of the Contractor’s performance. When a performance threshold has not been met or contractor performance has not been accomplished, the Government PM will initiate and provide the CO a Contract Discrepancy Report (CDR) for issuance to the contractor. The contractor shall respond to the CDR IAW instructions provided and return it to the CO within ten calendar days of receipt.

3.1.1. Performance Evaluation. Contractor performance outputs are subject to surveillance by a Government PM to ensure PWS compliance. At a minimum, the contractor shall:

3.2. Government PM/CO/QAPC. Allow Government representative(s) access to work areas and data, provide support and not interfere with the Government PM, State, Federal and other designated personnel in the performance of their official duties. Permit the CO or authorized representatives access to all records, data and facilities used in the performance of the contracted services. Access shall be provided as soon as possible, but is not to exceed one workday of the request. Extensions shall be approved by the PM prior to the needed extension.

3.3. Non-Conformances. Take effective corrective action(s) for any non-conformance identified during internal or government surveillance.

3.4. Major Non-conformance. A major non-conformance(s) one that adversely impacts (or has the potential) mission, safety of personnel and/or equipment, environment, performance (quality), schedule

(delivery) and/or cost. The Government PM shall communicate major non-conformances to the contractor on a Corrective Action Request (CAR) form with a suspense date for the contractor’s corrective action plan. The PM must review and send to the contractor. As a minimum, the contractor’s action plan shall address:

1. Action(s) taken to fix the problem (correction)

2. Root cause analysis of the problem

3. Corrective action(s) on the cause of the problem

4. Action(s) taken to prevent recurrence

3.5. Minor Non-conformance. A minor non-conformance is a non-conformance which by itself does not adversely impact mission, safety of personnel and/or equipment, performance (quality), schedule (delivery) or cost. Minor non-conformances are communicated through notices; first notices are issued for any identified minor non-conformances, second non-conformances are issued for repeat minor non-conformances or failing to correct minor non-conformance issues within a reasonable amount of time. A formal corrective action plan is not required for notices.

3.6. GOVERNMENT REMEDIES. The CO shall follow FAR 52.212-4, Contract Terms and Conditions-Commercial Items (Feb 2012), for contractor’s failure to perform satisfactory services or failure to correct non-conforming services.

3.7. Duty Hours. Provide required resources during duty hours of 0700 to 1630; Monday through Friday, unless a holiday is being observed.

3.8. Holidays. If the holiday falls on a Saturday or Sunday, it may be observed on Friday or Monday as directed. United States holidays include:

New Year’s Day

Martin Luther King Day

Presidents Day

Memorial Day

Independence Day

Labor Day

Columbus Day

Veterans Day

Thanksgiving

Christmas

3.9. Contractor Liability. The contractor shall be liable and responsible for non-compliance of environmental safety and health (ES&H) provisions, and pay fines and fees resulting from improper contractor actions and/or processes.

3.10. Safety and Health Program. Establish responsibilities and procedures required to effectively administer conformance with Air Force Occupational Safety and Health (AFOSH), Occupational Safety and Health Administration (OSHA), and Air Force Safety Instructions.

3.11. Spill Notification. Notify the CO and the base Aircraft Sun Shade Manager immediately of any pollution incident, as per base requirements.

3.12. Safety Notification and Reporting. Notify the CO and the base Aircraft Sun Shade Manager of any mishap involving contractor personnel, AF assets, or AF operations, which result in injury, illness or damage. Establish internal mishap notification procedures and brief all contractor personnel. Document the mishap notification briefing as part of initial safety orientation. Document and report and mishap using local base procedures. Provide a copy of all mishap reports to the CO and the base Aircraft Sun Shade Manager. Injuries to contractor personnel shall be reported IAW OSHA requirements. Maintain copies of all mishap reports for at least one year.

3.13. FOD Mitigation Plan. Foreign Object Damage (FOD) Prevention: Aircraft safety is paramount, therefore, during shelter installation aircraft will not operate within the shelter installation area. The contractor shall take all necessary precautions, to include any necessary screening, to settle debris and cover dumpsters to prevent blowing of dust and papers. If necessary, wet down materials as required.

The contractor shall remove and dispose of any fallen debris from work area ground; i.e., metal clippings, zip-ties, wire sleeves, and bird netting. The contractor shall maintain work areas in a neat, clean, and safe condition.