Golf Course/Pedestrian Walkway Bridge

Sources Sought Notice / Market Research

The 502D Contracting Squadron is conducting market research to identify contractors capable of providing prefabricated golf cart and pedestrian bridges, including installation. This is a one-time purchase order requirement.

• One (1) 18 Golf Cart Steel Utility Bridge (B490) for Site A.

• One (1) Pedestrian Steel Utility Bridge (B8160) for Site B (JBSA Chapman Training Annex).

• Contractor shall provide all tools, labor, management, materials, and transportation necessary for installation.

• This is a voluntary request for information (RFI) and not a solicitation for quotes.

• Responses must be submitted in MS Word or Adobe PDF format.

• Deadline for responses: 17 February 2026, 11:00 am Central Standard Time (CST).

• Submission recipients: Miranda Garza (miranda.garza.2@us.af.mil) and Lauren Macias (lauren.macias.1@us.af.mil).

• No notification of results will be provided.

• Confirmation of NAICS code 811310 appropriateness.

• Company's small business status and socio-economic concerns (if applicable).

• Acknowledgement of responsibility for 100% project funding and completion verification before payment.

• Questions regarding the draft PWS (not to exceed 2 pages).

• Voluntary cost input for the specified bridges.

• Pricing source (GSA or Open Market).

• Estimated lead time for completion of both bridges.

• Recent experience providing similar services for military, governmental, or commercial sites (including contract numbers and POCs).

• Capability statements/brochures are welcome (not to exceed 5 pages).

• This market survey aims to determine the applicable planning and acquisition strategy.

• All proprietary information must be clearly identified.

Sources Sought Notice / Market Research

The 502D Contracting Squadron is conducting market research to identify contractors capable of providing prefabricated golf cart and pedestrian bridges, including installation. This is a one-time purchase order requirement.

• One (1) 18 Golf Cart Steel Utility Bridge (B490) for Site A at JBSA Lackland.

• One (1) Pedestrian Steel Utility Bridge (B8160) for Site B at JBSA Chapman Training Annex.

• Contractor shall provide all tools, labor, management, materials, and transportation for installation.

• This is a voluntary request for information (RFI) and not a solicitation for quotes.

• Responses are due by 16 February 2026, 11:00 am CST.

• Submit responses in MS Word or Adobe PDF format to Miranda Garza (miranda.garza.2@us.af.mil) and Lauren Macias (lauren.macias.1@us.af.mil).

• No notification of results will be provided.

• Confirmation of NAICS code 811310 appropriateness.

• Company's small business status and socio-economic concerns (HUBZone, service-disabled veteran-owned, women-owned, etc.).

• Acknowledgment of responsibility for 100% project funding, with payment upon completion and verification.

• Questions regarding the draft PWS (not to exceed 2 pages).

• Voluntary cost input for the specified bridge products.

• Indication of whether pricing is offered via GSA or Open Market.

• Estimated lead time for completion of both bridges.

• Details of recent, similar experience with military, governmental, or commercial sites (including contract numbers and POCs). Capability statements/brochures (not to exceed 5 pages) are welcome.

• All information provided is strictly voluntary.

• This market survey aims to determine applicable planning and acquisition strategies.

• Proprietary information must be clearly identified.

Performance Work Statement (PWS)

To provide all management, tools, equipment, and labor necessary for the removal and replacement of two bridges: the Hole 18 Golf Cart Bridge (B490) at JBSA-Lackland (Site A) and the Pedestrian Bridge (B8160) at JBSA-Chapman Training Annex (Site B). The new bridges must be structurally sound, compliant with the Americans with Disabilities Act (ADA), and allow for safe conveyance of pedestrians/golf carts.

Site A (JBSA-Lackland):

• Site Preparation: Removal and hauling of existing bridge, preparation of concrete abutments, installation of concrete approaches for ADA compliance, necessary landscape shoring, retaining wall blocks, and vegetation removal.
• Bridge Structure: Prefabricated steel bridge, black corrosion preventative compound, steel rails with corrosion-resistant powder finish, minimum 8ft width, minimum 85ft length, minimum 42" high railings, minimum 8-ton load capacity.
• Bridge Decking: Pressure-treated Douglas Fir wood.

Site B (JBSA-Chapman Training Annex):

• Site Preparation: Removal and hauling of existing bridge, preparation of concrete abutments, installation of concrete approaches for ADA compliance, necessary landscape shoring, retaining wall blocks. Communication cable to be reconnected by 502 CES.
• Bridge Structure: Prefabricated steel bridge, black corrosion preventative compound, steel rails with corrosion-resistant powder finish, minimum 8ft width, minimum 80ft length, minimum 50" high railings (fully welded), minimum 8-ton load capacity.
• Bridge Decking: Pressure-treated Douglas Fir wood.

General:

• Cleanup & Site Restoration: Contractor must avoid damage to existing structures, spread/level removed soil, install silt barriers, and restore the site to its original condition daily and upon completion.

• Tasks to be completed in accordance with manufacturer's recommendations.

• Performance Threshold: No more than 0 defects per month for site preparation, bridge structure, bridge decking, and cleanup/restoration for both sites.

• Adherence to the submitted project schedule.

• Quality Control Plan (QCP) required, addressing workmanship, process improvement, and deficiency correction.

• Government validation via COR inspections; unsatisfactory results require re-performance within two hours.

• Contract Discrepancy Reports (CDR) issued for unmet performance thresholds, requiring a response within 10 calendar days.

• Work to be performed at JBSA-Lackland and JBSA-Chapman Training Annex.

• Contractor to provide their own off-installation office space.

• Services to be performed during Normal Base Hours (7:30 a.m. - 4:30 p.m.), excluding Federal Holidays. Deviations for timely completion are permitted at no additional cost.

• Contractor-Furnished Equipment: All equipment and vehicles must be in good, operable, U/L listed condition. Adequate numbers and backup capability required.

• Personnel: Must present a neat appearance, be easily recognizable (company name/logo on distinctive clothing), and comply with base access/identification requirements.

• Security: Compliance with base traffic laws, prohibition of weapons/firearms/ammunition, reporting of security threats, and safeguarding of government property.

• Documentation: Provide operation and maintenance manuals and assembly drawings for each bridge. Provide manufacturer warranty documentation.

• Base Access: Contractor must coordinate base passes with 502d CES POC and submit all documentation at the pre-performance conference. A work schedule must be provided within 10 days of award.