PD.pdf

PURCHASE DESCRIPTION

C-17 FABRIC SHELTER

Project#: UHHZ 150376

09 August 2018

1.0 DESCRIPTION: Provide all labor, material, plant, equipment, supplies, testing, coordination and supervision to design/install a C-17 Tension Fabric Shelter (structure) at Robins AFB, Georgia. This shall be a turn-key effort to include: design, fabrication, materials, delivery and set-up of a stand-alone, tensioned fabric structure. This shelter will be complete with all accessories, adequately anchored to the apron to withstand local design load requirements. There will be no requirement for a fire suppression system, alarm system, emergency lighting system or any explosion proof products. Final delivery/installation will be complete 12 months after receipt of contract.

2.0 PROJECT SCOPE:

2.1 Project Scope:

2.1.1 Existing Conditions: C-17 aircraft currently undergo maintenance and repair operations on the N27 position of the Depot Maintenance Ramp. A tensioned fabric shelter is required to provide protection from sun and rain to allow for outdoor operations, minimizing effects from the elements. N27 is a concrete aircraft apron, 14 inches thick, unreinforced and sloped to provide drainage. Concrete flexural strength as tested is 665 psi. No utilities are available at the site.

2.1.2 Demolition: No demolition is expected for installation of Tension Fabric Structure

(TFS).

2.1.3 New Work:

2.1.3.1 Field Investigation: Contractor shall take a minimum of 3 concrete core samples and confirm actual concrete strength (thru testing) and thickness prior to design. Contractor will need to schedule a digging permit prior to coring. A digging permit will be required before any digging, driving of stakes or post starts. Digging Permits are obtained in the Civil Engineering conference or break room area on Wednesday at 1000 to 1030 hours each week at building 1555.

The Government representative must be present.

2.1.3.2 Design: Shelter design shall be performed and design documents sealed by an engineer registered in the State of Georgia. Designer shall adhere to the following design requirements:

UFC 1-200-01 DoD Building Code (General Building Requirements), 20 Jun 2016 UFC 3-301-01 Structural Engineering, with Change 3, 20 Jun 2016 UFC 3-310-04 Seismic Design of Buildings, with Change 1, 20 Jun 2016 UFC 3-501-01 Electrical Engineering, 6 Oct 2015 UFC 3-520-01 Interior Electrical Systems, 6 Oct 2015

UFC 3-530-01 Design, Interior and Exterior Lighting and Controls, 1 Jun 2016 UFC 3-550-01 Exterior Electrical Power Distribution, 23 Mar 2017 UFC 3-575-01 Lightning and Static Electricity Protection Systems, 1 Jul 2012 UFC 3-600-01 Fire Protection engineering for Facilities, 25 Mar 2018

(All UFC codes are available on the WBDG website at the following link:

http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc

IBC 2015 International Building Code ASCE 7-15 Minimum Design Loads for Buildings and Other Structures Robins AFB Base Facility Standards (BFS) http://www.robins.af.mil/Portals/59/documents/CE%20FacilityStandards/BFS RAFB16FEB17.pdf?ver=2017-05-05-140603-110

2.1.3.3 Structural: Structural design shall consider all loads and loading combinations required by listed codes. Frame design, spacing and support/anchorage shall take into consideration existing concrete thickness/strength to resist all loads acting on the structure. Structure shall be designed as to not require additional concrete to resist forces (only anchorage to existing airfield concrete will be allowed). Design for wind loads shall be in accordance with ASCE 7-15, 115 mph 3 sec. gust, exposure condition “C” and importance factor of 1.15 (shelter for high value).

2.1.3.4 Shelter: Install Tension Fabric Structure (TFS) to support maintenance activities for C- 17 aircraft at N-27. Anchor attachments/points shall be into existing airfield concrete paving.

Tension Fabric Structure (TFS) is a multi-sided structure with dimensions as shown on Appendix A – Concept Floor Plan. The mounting of lights and fixtures should not intrude into the minimum clearance area around the aircraft. Final Shelter design is required to be performed by an engineer registered in the State of Georgia. Design drawings and full engineering calculations will have the engineer’s seal and be submitted for approval. No work shall begin until submittal has been approved by the Government. Grounding and lightning protection is required IAW AFI32-1065 and must be third party certified. This certification should be coordinated by the Contractor. The shelter must fit between the wing tip clearance line and the emergency fire lane. No part of the shelter is allowed to be any closer than 95 feet to the center tow line. The wings of the aircraft have to be covered by the shelter.

(A007, DI-MGMT-80368A/T, Certification – Grounding and Lightning Protection)

2.1.3.4.1 C-17 Stressed Fabric Membrane (SFM) Shelter Requirements:

The main SFM structure shall consist of welded truss arches with parallel tubes spaced apart separated by continuous structural webbing. The Rigid I-beam frame system is not a suitable substitute for welded truss arches. Dimensions must comply with requirements as shown on Appendix A Concept Floor Plan. The roof slope of the structure shall have a designed slope of no less than 20 degrees and no more than 28 degrees from the horizon.

The shelter must be re-locatable. SFM frame shall be designed to be mounted to a base plate system to allow the shelters to be re-locatable.

This shelter is to be erected on an existing concrete foundation or aircraft parking apron.

The concrete apron intended for this installation is approximately 14 inches thick.

The SFM framing members shall be designed with primary and secondary structure in accordance with requirements for listed building codes. Additional criteria is as follows:

Collateral Loads: In addition to the structure self-weight the Contractor shall design the structure for 5 pounds per square foot dead load or electrical/lighting equipment load (whichever is greater) applied on the horizontal projected area of the roof.

Wind Load: Contractor shall design the SFM structure for a minimum of 115 mph (mile per hour) wind loads, exposure C and an importance factor of 1.15 (for sheltering high value equipment). (IBC 2015, ASCE 7-15)

Snow Load: SFM structure must be designed with a minimum 125% unbalanced snow loading ability.

2.1.3.4.2 Structural Member Details:

Hot-Rolled steel strip conforming to requirements of ASTM

A1011/A1011M-10 and as follows: 1.00" x 14 Gauge/5.00" x 8 Gauge Modified Grade 1010 All other sizes/gauges: Modified Grade

Minimum mechanical properties of finished tube as follows: 1.00" x 14 Gauge/5.00" x 8 Gauge 50,000 psi Yield Strength 55,000 psi Tensile Strength. All other sizes/gauges:

55,000 psi Yield Strength 60,000 psi Tensile Strength.

All steel tubing used in the structure shall have minimum dimensional, structural and mechanical properties meeting ASTM A500, Section 10 with ultimate tensile strength: 65 KSI and Yield:

60 KSI.

Other Steel. All steel flat bar, cross rods and other steel components shall meet the following minimum structural and mechanical properties (ASTM A-44W) with: Tensile: 65 KSI and Yield: 44 KSI.

Aluminum alloys used in the structure shall be 6063-T5.

2.1.3.4.3 Coatings:

Structural framing members or components including bolts, anchors, cross rods, cables, and attachment couplers shall have a finished tubular product with required mechanical and corrosion resistant properties. Structural tubing shall be triple coated, in- line galvanized steel tubing, cold-formed and induction welded using Modified Grade Steel.

All weld joints shall be coated with 97% zinc, cold galvanized for corrosion protection. All welded components shall be finished with a coating of hot molten zinc applied a minimum of 3 mills thick. All factory welded surfaces shall be prepared (sandblasted) prior to the application of the molten zinc.

All bolts shall be plated or galvanized and shall be a minimum Grade 5 - A-325 ASTM specification.

Exterior of Tubing shall be in-line, hot-dip galvanized to a nominal coating zinc weight of 0.6 oz/ft2. Provide a clear organic polymer applied to the top surface coat to retard oxidation and to enhance surface appearance, providing a minimum corrosion resistance of 2000 hours - as per ASTM B 117-90.

Interior of Tubing shall be full zinc based organic coating applied to 100% of the interior surface as a corrosion barrier. The interior tubing shall demonstrate the ability to withstand a minimum of 1000 hours of accelerated salt fog testing to the condition of 5% surface red rust, when tested in accordance with ASTM B 117-90. Contractor shall provide a Certification that the interior tubing demonstrated the ability to meet these conditions. (A004. DI-MGMT-80368A/T, Certification of Interior Tubing Endurance)

2.1.3.4.4 Fabric Properties: The covering shall consist of polyvinyl chloride (PVC) fabric with a polyester scrim, UV stabilized, fungus resistant and shall have a plasticized PVC coating to enhance weathering and self-cleaning ability.

The SFM structure fabric shall be polyester with a minimum weight of 6.9 ounces per square yard and shall have a minimum coated weight of 28 ounces per square yard.

The exterior color shall closely match: Sandstone, Std. Color Number 33711 of FED-STD-595 and the interior color shall closely match:

White Std. Color Number 37925 or a white to provide maximum interior light reflectance. A thin vinyl acrylic top coating shall be applied on the outside surface to minimize plasticizer migration and to provide ease of cleanability.

Flame Resistance specifications include Char length 4.5 inches maximum after flame of 2 seconds maximum per FED-STD-191, Method 5903.

Petroleum and Oil Resistance. No visible signs of deterioration or leakage using ASTM No. 3 Lubricant Resistance Oil per FED-STD-191, Method 3015 of Fed. Test Std.1016.

The Fabric shall be designed to withstand deterioration, change in color and cracking after 150 hours accelerated weather exposure time per FED-STD-151, Method 5804.

The membrane cladding structure shall be modular in design consisting of individual PVC coated polyester membrane panels, which do not exceed 20 ft. in width.

Membrane welded seams shall maintain a minimum of 175 pounds per linear inch (PU).

The PVC coated polyester membrane panels shall be continuous from the ground seal plate to the peak and manufactured in such a way that no eave shall exist.

The PVC coated polyester membrane shall be installed via a metal tensioning track and be tensioned both vertically and horizontally to prevent wear and abrasion of the membrane.

2.1.3.4.5 Track System: The track system, which holds the PVC coated polyester membrane to the main structure support trusses shall be removable to allow for quick interchangeability of the PVC coated polyester membrane if damage should occur. The structure shall be designed such that any bay section of the PVC coated polyester membrane may be removed.

• Horizontal Stretch - warp direction - (minimum pre-stress of 40 pounds per linear foot) shall be maintained mechanically with horizontal purlins and cabling that requires no ongoing maintenance.

• Vertical Stretch -fill direction - (minimum pre-stress of 40 pounds per linier foot) shall be maintained mechanically with a winch block fastening system that requires no ongoing maintenance.

• The PVC coated polyester membrane shall be assembled and tensioned, in a manner to eliminate wrinkles in hot and cold temperatures.

• The fabric shall end along the base level with a skirt that further seals the base.

2.1.3.4.6 Electrical Fixtures:

Lighting package shall consist of 400 Watt LED lights installed in the shelter as needed to provide illumination level of 100 foot candles.

The lighting package includes relocation wiring, hangars, switches, breakers, a waterproof (NEMA 4) panel board and grounding rods located at the panel board.

The panel board shall be rated for 120/240 Volt Single Phase service. The panel board shall be sized for 125% of the following loading: lighting load plus 10 KVA (minimum panel size: 100 AMP). Provide enclosure with four single pole spaces.

The Contractor shall provide a Hubbel 50-A-Twist-Lock, external power connector (Connector part number: CS-6365C, 3P-4W, 125/250 AC), and a 50 foot 50 AMP single phase cable.

2.1.3.5 Electrical Testing Acceptance by the Government: The Contractor must notify the Government Representative 14 days prior that lighting and electrical is complete and ready for testing. The Government will perform lighting and electrical testing. Installation shall require lighting and electrical testing prior to acceptance by the Government.

2.1.3.6 Warranty Information:

The Contractor shall provide a minimum twelve (12) month warranty after Government acceptance of the electrical system. Warranty shall include parts, equipment and labor required to correct any deficiencies in materials and/or workmanship encountered during the warranty period.

The Contractor warrants that for a period of ten (10) years from the date of purchase, it will replace or repair, at the company’s expense, any part or parts found to be defective in material or workmanship or both. The manufacturer shall honor all warranties regardless of who the Contractor utilizes for installation.

The manufacturer shall grant a ten (10) year prorated warranty covering color-fastness and tensile strength retainage (70% remaining after 10 years) of the fabric.

In case a defective item is accepted by the Contractor for return and replacement of repair under the warranty conditions of this contract, the transportation costs for the defective item from the customer to the place where replacement and correction will be made and back to the customer, will be borne by the Contractor.

The Contractor will comply with the applicable national and/or international regulations with respect to product liability.

2.1.4 Airfield Temporary Construction Waiver (TCW) information: The Contractor shall provide the following information in writing to the project manager 60 days prior to commencement of any field work. Contractor shall provide the types of vehicles to be utilized and the height of the tallest vehicle. If a crane will be used, indicate the maximum height when elevated or the height of the largest heavy equipment to be used.

2.1.5 Installation Details:

2.1.5.1 Contractor shall provide all equipment, personnel, and tooling to deliver, erect and install the shelter on a cleared location. The Contractor shall provide certified operators to offload, erect and install the required structure. Crane operator must have laminated photo ID card from any crane operator testing organization approved by a nationally recognized accrediting agency, or the employer’s own qualification program. Contractors requiring access to USAF industrial areas will be required to meet flight line safety requirements. The Contractor will be provided a lay-down area for the materials equal to the size of one shelter site.

2.1.5.2 Contractor shall provide and service a roll off dumpster for solid waste and shall provide a temporary bathroom facility to include all rentals and dump fees for Contractor use.

Such items shall be secured to the apron to prevent wind gust movement.

2.1.6 Waste Management:

The Contractor shall provide a Solid Waste Disposal Plan stating how all materials leaving Robins AFB shall be disposed and recycled. The Solid Waste Disposal Plan shall be submitted no later than 15 days after notice to proceed (NLT) and not less than 10 days before the preconstruction meeting prior to starting work. The plan will be written in accordance with Robins Air Force Base Facility Standards paragraph 2B- 5.1. See Appendix F - Environmental Requirements for Robins AFB. (A008, DI-MGMT-80368A/T, Solid Waste Disposal Plan)

2.1.7 Accessibility: The shelters will be enclosed on two sides and open on both ends to permit entry and egress of a C-17 from either end (See Appendix A Concept Floor Plan).

3.0 PROJECT REQUIREMENTS:

3.1 Project Requirements

3.1.1 The Contractor shall provide the technical knowledge and skill necessary to perform services to meet standards set forth in this Purchase Description for base facilities, equipment and systems and at a minimum meet manufacturer’s requirement.

3.1.2 All stored equipment shall be stored and protected in accordance with manufacturer’s recommendations.

3.1.3 This project will require weekly reports to be filled out and submitted to the project manager on a weekly basis. Weekly reports at a minimum shall contain the following information:

Amount and type of work accomplished due Friday Materials delivered to the site Weather conditions and impact to work and schedule Labor workforces on site Construction equipment on site Safety inspection performed and violations noted Any outstanding issues, i.e. delays, RFIs, etc.

(A008, DI-MGMT-80368A/T, Status Report)

3.1.4 All items shall be installed in accordance with the manufacturer’s installation instructions unless the Base Facility Standards, specifications, drawings, contract clauses, schedule, attachments, manufacturer’s requirements, and other contract documents are more stringent. The most stringent requirement shall be met at no additional cost to the Government.

3.1.5 Coordination shall be required between different disciplines.

3.2 Evacuation: Before fencing off the installation site, notify the Contracting Officer in writing 30 days before ready to start so that Contracting Officer’s Representative and Project Manager can notify appropriate personnel.

3.3 Physical Security: The Contractor shall be responsible for safeguarding all Government personnel and property adjacent to the new work. The Contractor shall identify any existing problems in writing prior to the start of work.

3.4 Contractor Operations: Comply with Occupational Safety and Health Administration (OSHA) Corps of Engineers Safety Manual (EM 385-1-1), the contract safety provisions, Air Force Occupational Safety and Health (AFOSH) Standards, and National Fire Protection Association (NFPA) standards.

3.4.1 Contractor Employees:

3.4.1.1 Compliance with OSHA and other applicable laws and regulations for the protection of Contractor employees is the obligation of the Contractor.

3.4.1.2 The Contractor shall furnish to each of his/her employees a place of employment that is free from recognized hazards.

3.4.1.3 The Contractor shall brief his/her employees on the safety requirements of this contract and on hazards associated with prescribed tasks.

3.4.1.4 This contract shall in no way require persons to work in surroundings or under working conditions that are unsafe or dangerous to their health.

3.4.1.5 The Contractor must coordinate and perform work so as not to impact the safety of Government employees or cause damage to Government property.

3.4.1.6 This requires providing personnel with protective equipment and associated safety equipment as may be necessary.

3.4.1.7 The Contractor must also protect Government personnel from hazards generated by the work.

3.4.1.8 The Contractor shall perform all work to conform to the standards of the Government listed in paragraph 6.0 and per manufacturer specifications/ requirements.

3.4.1.9 Equipment and materials provided by the Contractor shall match/meet or exceed the specified equipment and material.

3.4.1.10 The Contractor shall correct work not meeting these specifications at no additional expense to the Government.

3.4.1.11 The Contractor shall coordinate work between the different disciplines.

3.5 Fire Reporting:

3.5.1 Brief all workers and subcontractors as to the location of telephone and fire alarm pull stations.

3.5.2 Report all fires as soon as discovered. The fire reporting number for on Base phones is

911. The fire reporting number for off Base phones is 478-222-2900. The caller should give his or her name and location of what is on fire. Also, give any other information that may be requested by the Fire Department dispatcher. Stay on the telephone until the dispatcher has obtained all necessary information.

3.6 Permits & Utility Outages:

3.6.1 It shall be the Contractor’s responsibility to attend permit and outage request meetings.

3.6.2 Before any “hot work” is performed on the job, an AF Form 592, USAF Welding, Cutting, or Brazing Permit, must be obtained and displayed at the work site for the duration of the permit.

3.6.3 Permits can be obtained by contacting the Civil Engineer Construction Inspector/Army Corp Project Engineer assigned to the job. The Fire Alarm Dispatch Center can be reached at 478-926-3487 or 478-926-3488.

3.6.4 Permits will be returned to the fire department, Bldg. 377 Fire Station Number 1, on the day they expire.

3.6.5 Adequate number and type of portable fire extinguishers, supplied by the Contractor, will be as close to the work area as possible. At least a 10 pound ABC type fire extinguisher shall be located at close proximity to the work being performed. In certain circumstances, one or two 20 pound ABC type fire extinguishers will be required for hazardous locations. The fire inspector issuing the welding/burning permit will determine the required level of protection at the time of permit issuance.

3.6.6 Utility: Utility outages will be signed off on during the weekly outage meeting held on Wednesdays at 1000 hours in building 1555. Request utility outages in writing to the Base Civil Engineer, with a copy to the Contracting Officer a minimum of 21 days before the proposed outage.

Outages shall be scheduled at the Government’s convenience and may be at times other than normal working hours. For example, the times may be on weekends or during the second and third shifts (including holidays, holiday weekends, and work curtailment days). These outages are at no additional cost to the Government.

3.7 Superintendent: A full time Superintendent is required for this effort.

3.7.1 The Superintendent may be a working superintendent. The superintendent shall be on site at all times when any Contractor or subcontractor personnel are on site. The superintendent must be designated as a superintendent.

3.7.2 The Contractor shall provide the Contracting Officer a letter 14 days prior to installation designating a competent person as site superintendent. The letter shall state that the superintendent has full authority to act for the Contractor and will be the primary Point of Contact for the Government.

3.7.3 The Government Project Manager reserves the right to shut down all Contractor site activities if the superintendent is not on site at such times. Site work shall not resume until the superintendent has returned to the site. Several violations of this requirement are cause for termination for default.

3.8 Site, Maintenance, Clean-up and Restoration:

3.8.1 Maintain the work site in a neat, orderly and safe manner to prevent Foreign Object Debris from damaging aircraft.

3.8.2 Remove scrap, waste and excess materials promptly. Provide signs, barricades and lights as required to protect base personnel.

3.8.3 Do not allow trash and debris to accumulate and become unsightly. Sweep up and collect in Contractor-maintained disposal containers daily. Dispose of collected debris weekly as a minimum.

3.8.4 Restore the project site to its final condition as required by the contract as soon as possible.

3.9 Equipment Damaged by Contractor: The Contractor shall take before and after photographs of the work site. Prior to starting work the Contractor shall photograph, annotate, and bring to the attention of the Eric Hughey, 478-222-0097 any noticeable damage to trailers adjacent to the work area. The location of the annotated damage and photographs must be well defined. If the damage is not documented, then the Contractor shall be responsible for the repairs. The Contractor shall be responsible for the repair of any of the above damaged in the process of performing their work. The repairs shall utilize original manufacturer’s approved parts and comply with manufacturer’s specifications. This shall be accomplished at no cost to the Government.

3.10 Contract Qualifications: The Contractor shall ensure that all employees performing work under this contract have all applicable licenses and certification to work on the items in question. At a minimum the Contractor shall hold all applicable licenses required by the state for the type of work being accomplished. Supporting documentations shall be provided if requested. At any time, work performed by a non-qualified persons may be rejected as in noncompliance and may not be acceptable.

4.0 GENERAL INFORMATION:

4.1 Continued Occupancy:

4.1.1 Access: Ramp parking spots around N-27 shall remain in full operation during the entire duration of the project. The Contractor will be given full access to the project area.

4.1.2 The work area is in a restricted area. The Contractor shall receive special access badges to work in the restricted area. As such, the Contractor is allotted up to 30 minutes of delays at the beginning and end of the work day.

4.2 Hours of Operation:

4.2.1 Standard Work Hours: The Contractor shall perform the services required under this contract during the following hours: Monday – Friday, 0730 –1600, except federal holidays and as noted herein. The Contractor may be allowed to work, with prior approval of the contracting officer representative, extended hours to ensure timely completion of work at no additional cost to the Government. Permission to work extended/alternate hours shall be requested in writing a minimum of 5 days prior to when the alternate work hours are desired.

The Government reserves the right to deny the Contractor’s request.

4.2.2 Recognized Holidays: The Contractor is not required to work on the following days without written approval: New Year’s Day, Martin Luther King Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day. If the holiday falls on a Saturday, it is observed on Friday. If the holiday falls on Sunday, it is observed on Monday. Permission to work on holidays shall be requested in writing a minimum of 5 days prior to when the alternate work hours are desired.

The Government reserves the right to deny the Contractor’s request.

4.3 Deliverables:

4.3.1 Contractor shall provide preliminary and final as-built shelter design drawings signed and sealed by a registered engineer. The Contractor will provide preliminary design drawings for Government approval within 60 days of contract award and final as-built shelter drawings within 90 days of contract award. (A003, DI-SESS-81002F, Developmental Design Drawings, Models and Associated Lists)

4.3.2 Contractor shall provide a “Certification of Interior Tubing Endurance”. See PD paragraph 2.1.3.4.3. (A004, DI-MGMT-80368A/T, Certification of Interior Tubing Endurance)

4.3.3 The Contractor shall provide two (2) each hardcopy maintenance inspection manuals and one (1) electronic copy covering the following topics:

directions on what to inspect how often to inspect fastener and hardware identification for replacement if required structural bolt torque value chart for the fasteners bracing cable maintenance base plate anchors steel fabricated framing components fabric cleaning.

(A005, DI-TMSS-80527C, Commercial Maintenance Inspection Manuals)

4.3.4 Contractor shall provide 2 hardcopy and one (1) electronic version of the O&M manual52725272 52725272

527. (A006, DI-TMSS-80527C, Commercial Operations & Maintenance (O&M) Manual)

4.3.5 Contractor shall provide a certification of grounding and lightning protection. See PD paragraph 2.1.3.4. (A007, DI-MGMT-80368A/T, Grounding and Lightning Protection)

4.3.6 Contractor shall provide a Solid Waste Disposal Plan. See PD paragraph 2.1.6. (A008, DI-MGMT-80368A/T, Solid Waste Disposal Plan)

4.3.7 Contractor shall provide a weekly Status Report. See PD paragraph 3.1.3. (A009, DI- MGMT-80368A/T, Status Report)

4.3.8 Contractor shall provide a maintenance kit before the contract is complete. The Contractor shall also provide familiarization training (1 day or less) on the application of fabric patching materials before the final day of contract.

4.4 Place of Performance: Work is to be accomplished at Robins AFB, Georgia in AMXG space N-27.

4.5 Affirmative Procurement Programs (APP):

4.5.1 In accordance with FAR 23.404(b)(1), 100% of purchases of Environmental Protection Agency (EPA)-designated products included in the Comprehensive Procurement Guidelines (CPG) list [https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program] and/or United States Department of Agriculture (USDA)-designated products included in the biobased product listings [http://www.biopreferred.gov] shall, at a minimum, meet the EPA or USDA standards for recovered materials or biobased content, respectively, unless an item cannot be acquired competitively within a realistic timeframe, meet appropriate performance standards, and/or be acquired at a reasonable price.

4.5.2 In accordance with FAR 23.404(a)(iii), the Contractor shall provide estimates and verification of recovered material for EPA-designated CPG products and certification for both EPA-designated CPG products and USDA-designated biobased products. In accordance with the Robins Air Force Base, Georgia / Green Procurement Program (GPP) Plan, the Contractor shall provide estimates and certifications to the Government for completion of the applicable attachment(s).

4.6 Government Property: No Government Property will be provided under this acquisition.

4.7 Access to Government Facilities: The Air Force has mandated visitors, to include all non- DOD cardholders, to consent to a check of their criminal history prior to being allowed access to installations. The check is similar to a driver’s license check and is conducted at the Visitor Control Center (VCO) located by the Main Gate to the base.

4.8 Contractor Badges: Contractor personnel will need their driver’s license or state-issued ID, and a social security card, which will be checked by name, dates of birth and social security number. Contractor personnel who wish to drive on base must present a valid driver’s license and vehicle registration. Any Contractor that needs to gain vehicle access to take supplies to site needs to get an Airfield Driving Competency Card and vehicle pass. Passes will not be issued for convenience of access. If the project is under 90 days, a temporary Airfield Driving Competency Card can be issued. Airfield driving training is a one day training class normally conducted several times a month. Contact the VCO in building 155 for scheduling at 478-222- 7265 or jaclyn.brittain.2@us.af.mil. In order to be scheduled, the Contractor will need to give a copy of their driver's license and contact information to include contract, e-mail, and phone number to be contacted at. Please plan in advance so that you are able to gain access by the contract award dates. To obtain a DBIDS Contractor badge, individuals will need to fill out the highlighted portions of the attached affidavit (Appendix D Affidavit) and send it to the Visitor Control Office for completion. Once the completed affidavit has been sent to the VCO at the main gate, the individual will report there with two (2) forms of I.D., one of which has to be a non-laminated Social Security Card, vehicle registration card, or proof of insurance if they plan to drive on base. To gain controlled area access, the individual will need to report to Building 155 to get controlled area badges. The attached AF 2586 Block 1 will be completed with individual’s personal information and the Contractor project manager can sign off in block 2.

Contact the Security Specialist, Robert W. Sprague if you have any questions at 478-327-5180 or robert.sprague.1@us.af.mil.

4.9 Security Requirements. The Contractor shall be capable of meeting all security requirements for the tasks to which they are assigned. This acquisition is not considered to be a classified contract. The Contractor shall not divulge any information regarding files, data processing activities/functions, user identifications, passwords, or other knowledge that may be gained, to anyone who is not authorized to have access to and does not have a need to know such information. Contractor personnel shall abide by all Government rules, procedures, and standards of conduct.

4.10 Access to Government Information Systems. The Contractor will not require or be provided access to the base network or any Government Automated Information System.

4.11 Security Incident or Violation. The Contractor shall immediately notify the Government Security Office of any potential or actual security incidents or violations including potential or actual unauthorized disclosure or compromise of classified and/or sensitive, but unclassified, information.

4.12 Contractor Identification. Contractor personnel shall wear visible identification designating them as Contractors at all times while on Robins AFB.

4.13 Contractor Furnished Items. The Contractor shall provide all required personal protective equipment (hearing protection, gloves, steel-toed shoes, safety glasses, etc.) for their personnel. The Government is not responsible for ensuring Contractor compliance with "personal" safety requirements that do not present the potential to damage Government resources, and is not responsible for medical examinations, hearing testing, and substance abuse testing for Contractor employees.

4.14 Safety

4.14.1 Contractor Safety Program. (See Appendix C, Part II, Para 7) The Contractor shall establish and maintain an acceptable safety program in accordance with their accepted Safety and Health Plan. The Air Force is part of the OSHA Voluntary Protection Program (VPP). All shall familiarize themselves with the requirements of VPP. Information on the VPP can be accessed at http://www.osha.gov/dcsp/vpp/index.html. Additionally, the Contractor is responsible for the safety and health of all subcontractor employees. No more than two Class C mishaps per contract year and Zero Class A or B mishaps will be tolerated. All changes to the plan must also be submitted in writing and approved by the Government. (CDRL A001, DI- MGMT-81580/T, Contractor's Standard Operating Procedures (Contractor’s Safety Plan))

4.14.2 Mishap Notification. (See Appendix C, Part II, Para 5) The Contractor shall notify the Robins AFB Safety Office telephonically at (478)-926-1708 during duty hours and (478)-926- 3567 after hours, within four (4) hour after initial notification of all mishaps or incidents for damage to DoD property (material plus labor) entrusted by this contract and employee injuries as a result of the contract operation. A follow-up (written or e-mail) of this mishap/incident notification shall be sent within three calendar days to the Government Representative, the Procurement Contracting Officer (PCO) or the Administrative Contracting Officer (ACO) (with a copy to program manager), who will forward it to the Safety Office. The information that is not available at the time of the initial notification shall be provided within 20 calendar days after the mishap. Mishap notification shall contain, as a minimum, the following information:

a. Contract, Contract Number, Name and Title of Person(s) Reporting

b. Date, Time and exact location of accident/incident

c. Brief Narrative of accident/incident (Events leading to accident/incident)

d. Cause of accident/incident, if known

e. Estimated cost of accident/incident (material and labor to repair/replace)

f. Impound Authority Name and Phone Number (as applicable)

g. Nomenclature of equipment and personnel involved in accident/incident

h. Corrective actions (taken or proposed)

i. Other pertinent information

(CDRL A002, DI-SAFT-81563 NOT 1, Accident/Incident Report)

4.15 Environmental Management Systems (EMS) Awareness Training. All Contractor personnel working on Robins AFB who perform activities on the installation are required to complete Air Force-provided initial EMS Awareness Training. It is the responsibility of the Prime Contractor to ensure that all sub-Contractors, vendors, and employees complete this training prior to beginning work on Robins AFB. Notification of training completion shall be sent to both the Robins AFB Contracting Officer (CO) to be maintained in the contract file and Environmental Management, 78 CEG/CEIE, (78ceg.cev.FrontOfc@us.af.mil) for tracking purposes. Failure to provide documentation of EMS Training may result in termination of the contract.

4.15.1 EMS training is provided by Environmental Management at (478) 327-8104 or (478) 926- 9645. Contractors have two options to satisfy the mandatory EMS Awareness Training requirement. Contractors that do not have a Common Access Card must exercise Option 2

4.15.2 Option 1 (Preferred Option): The Air Force version of EMS Awareness Training is available through the Advanced Distributed Learning Service (ADLS) website:

https://golearn.adls.af.mil/kc/rso/login/ADLS_login.asp. EMS Awareness Training is located under the miscellaneous tab. This option is only available to Contractors who have a CAC and takes approximately 10 minutes to complete.

4.15.3 Option 2: Contractor requests a copy of the Robins EMS Awareness Training Power Point Presentation from Environmental Management. The request should be sent to the Environment Management Workflow Box at the following email address, 78ceg.cev.FrontOfc@us.af.mil.

Once the presentation is received, the Contractor is responsible for ensuring that all his/her employees view the training.

4.16 Government Representative. The Contractor shall coordinate all work activities with the following Government Representative considered to be the Government Project Manager and inspector:

Name: Eric Hughey Organization: 402 AMXG/MXDEB Building 125 92 Phantom Street Robins AFB GA 31098 Work Phone: 478-222-0097 Email: eric.hughey@us.af.mil

5.0 APPENDICES:

(1) Appendix A - Concept Floor Plan

(2) Appendix B - C-17 Aircraft Dimensions

(3) Appendix C - Industrial Safety and Health Requirements

(4) Appendix D - Affidavit

(5) Appendix E - AF Form 2586 (Editable)

(6) Appendix F – Environmental Requirements for Robins AFB

6.0 REFERENCES:

The publications listed below are standard references used to specify quality products to meet the desired standards of this requirement and they form a part of this PD to the extent referenced:

• International Building Code 2015 (IBC 2015)

• US National Fire Protection Association 701 (NFPA 701: Standard Methods of Fire Tests for Flame Propagation of Textiles and Films)

• ASTM A-44W

• ASTM A500, Section 10 *

• ASTMA1011/A1011M-10

• ASCE 7-15

• ASTMB117-90

• Occupational Safety and health Administration (OSHA)

• Air Force Occupational Safety and Health (AFOSH)

• National Fire Protection Association

• All other applicable federal, state and local codes to ensure the system/s are installed in accordance with manufacturer’s specifications.

• UFC 3-600-01 – Fire Protection Engineering for Facilities

• Robins AFB – Base Facility Standards http://www.robins.af.mil/Portals/59/documents/CE%20FacilityStandards/BFSRAFB16FEB17.pdf?v er=2017‐05‐05‐140603‐110

• FED-STD-151

• FED-STD-595

• FED-STD-191