Attachment 1 - PWS Remove and Replace Bridge 7 April (Updated).docx
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- Solicitation number
- FA301626Q0043
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This is a Performance Work Statement (PWS) for the removal and replacement of the Hole 18 Golf Cart Bridge (B490) at Joint Base San Antonio (JBSA) Lackland. The contractor must provide all management, tools, equipment, and labor to remove the existing bridge and install a new prefabricated steel bridge structure that is structurally sound, ADA-compliant, and safe for pedestrian and golf cart conveyance. The bridge must be at least 8 feet wide, 85 feet long, with railings at least 42 inches high and a minimum 8-ton load capacity. The bridge structure shall feature black corrosion preventative coating (or acceptable powder coating finish), steel truss-style railings with corrosion-resistant powder finish, and decking made of 3-inch by 12-inch pressure-treated Douglas Fir wood. The concrete approach must match the bridge width and taper to approximately 6 feet wide over a 12-foot length.
Site preparation includes removal and disposal of the existing bridge platform (including below-grade removal), installation of new concrete abutments, removal of branches or trees affecting installation, establishment of contractor laydown areas in designated locations, and installation of safety fencing around the work site. The contractor is responsible for silt barriers to prevent soil runoff into the creek, daily worksite cleanup, disposal of all debris at an off-base location, landscape restoration including sod or seed application for any damaged grass or rutting, and restoration of the site to original conditions. The period of performance is 120 days from receipt of the prefabricated bridge from the manufacturer. The contractor must provide all equipment and vehicles, maintain them in good operable condition with U/L listing, and provide operation and maintenance manuals and assembly drawings. Work shall be performed during normal base hours of 7:30 a.m. through 4:30 p.m., with the contractor not required to work on federal holidays but responsible for rescheduling any work affected by holiday closures. The contractor must comply with all OSHA safety requirements, base traffic regulations, environmental laws, establish a contract manager available within one hour during duty hours, maintain distinctive company identification for all personnel, and provide accident reports within five calendar days of any occurrence.
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PERFORMANCE WORK STATEMENT (PWS)
Remove and Replace Golf Cart Bridge JBSA, Lackland 7 April 2026
1. DESCRIPTION OF SERVICES:
The contractor shall provide all management, tools, equipment, and labor necessary to ensure that the removal and replacement of the existing: Hole 18 Golf Cart Bridge (B490) at Joint Base San Antonio (JBSA) Lackland (LAK) also referred to as Site A, in a manner that will provide a structurally sound pre-fabricated bridge to allow the safe conveyance of pedestrians/golf carts and be compliant with the Americans with Disabilities Act (ADA). The bridge structure can be modular or in whole pieces for assembly of the structure on-site to abutments.
Site A: Hole 18 Golf Cart Bridge (B490) at Joint Base San Antonio (JBSA) Lackland (LAK)
SITE PREPARATION: Work shall include any site preparations such as the removal and disposal of existing bridge platforms, to include below grade removal, in preparation of new concrete abutments for bridge installation. The installation approach must be compliant with the Americans with Disabilities Act (ADA), along with any necessary landscape shoring or retainment of wall blocks. Current bridge must be removed and disposed of at an off-base location. Any branches or trees affecting the installation of the bridge will be removed by Golf Course Management before work begins. Contractor laydown area will be located at the small parking lot by the main parking area, and a second laydown area will be located near the bridge to be removed (See Appendices 1&2 below for an aerial view.) Contractor is required to set up a barrier (fencing) around site for safety concerns.
BRIDGE STRUCTURE: Prefabricated steel bridge structure must be provided by the contractor. Bridge must have black corrosion preventative coating applied. If applicable, a powder coating finish is acceptable. Rails shall be made of steel and must have corrosion resistant powder finish. The width of the bridge shall be at least 8ft wide. Length shall be at least 85’ long and bridge railings should be at least 42” high. The bridge will have beams and should have at least an 8-ton load capacity (16,000 lb.). Railings must be truss style. Concrete approach must be same width of bridge then can taper to meet the width of the sidewalk; about 6’ wide and 12’ in length from the bridge.
BRIDGE DECKING: Bridge decking must be made of 3” X 12” pressure treated Douglas Fir wood to resist moisture, fungal decay and insects for extended lifespan. See Appendix 3 photos for an example. Note: the bridge does not have to be an exact match.
PERIOD-OF-PERFORMANCE: 120 days from receipt of the prefabricated bridge from manufacturer.
CURRENT SITE CONDITIONS: Currently the bridge sits over a shallow creek that is holding water. The bridge is in an area with some overgrowth of small trees and brush. Please refer to the images provided under Attachment 3 – LAK Bridge Site Photos for current site conditions. Golf course management informed CE that they will remove/ trim back before work begins.
1.1 CLEANUP & SITE RESTORATION: The contractor shall use reasonable care to avoid damaging existing buildings, equipment, and vegetation. If any damage occurs to grass and/or rutting, contractor is responsible to add sod or seed and back fill with topsoil if necessary to damaged landscape. Any accumulation of removed soil shall be spread and leveled to match existing grades. Silt barriers shall be installed to prevent the runoff of soil into the creek. The Contractor shall cleanup worksite at the end of each workday. The Contractor shall clean up debris and dispose of at off base location at discretion of the contractor and restore site to its original condition.
1.2. CONTRACTOR-FURNISHED EQUIPMENT/VEHICLES. The contractor shall provide and maintain all equipment and vehicles necessary to perform the requirements of this contract. Contractor vehicles shall be used solely for the intended purpose of performing services in this performance work statement during normal hours of operation.
1.2.1 EQUIPMENT CONDITION. All equipment used in the performance of this contract shall be in good operable condition and carry a U/L (Underwriters Laboratory) listing. Equipment found to be unsafe and unable to function as designed shall not be used for the performance of this contract. 502 CES may inspect the contractor’s equipment and vehicles at any time and direct the removal of any unsafe or unusable equipment or vehicle from the installation.
1.2.3 EQUIPMENT QUANTITIES. The contractor shall provide adequate amounts of equipment, items and vehicles to effectively fulfill the scope of this contract. In addition, the contractor shall maintain or have backup capability to provide continued service in the event primary equipment or vehicles are down for extended maintenance or repairs. Equipment failure shall not alleviate the contractor from performing any requirement contained in this contract.
2.0 GOVERNMENT FURNISHED PROPERTY AND SERVICES
2.1 GOVERNMENT FURNISHED FACILITIES. No Government facility will be provided for performance of this contract. The Contractor shall provide their own facility/office off the premises of this installation and within the metropolitan area to conduct business, store supplies, and equipment.
2.2 SECURITY, FIRE AND MEDICAL SERVICES. The Government will provide police and fire protection. In the event of a medical emergency, base ambulance service for transporting an injured employee to a local hospital is available on a cost reimbursement basis.
3.0 GENERAL INFORMATION
3.1 HOURS OF OPERATION. The contractor shall perform the services required under this contract during the following hours. The contractor is not required to perform services on Federal Holidays.
3.1.1 NORMAL BASE HOURS. Base hours of operation are 7:30 a.m. through 4:30 p.m. The contractor may find it necessary to deviate from the normal base hours of operation, to ensure timely completion of work under this PWS at no additional cost to the government.
3.2 FEDERAL HOLIDAYS
· New Year’s Day - 1 January
· Martin Luther King Day - 3rd Monday in January
· Washington’s Birthday - 3rd Monday in February
· Memorial Day - last Monday in May
· Juneteenth - 19 June
· Independence Day - 4 July
· Labor Day - Monday, September 7th
· Columbus Day - 2nd Monday in October
· Veteran’s Day - 11 November
· Thanksgiving Day - 4th Thursday in November
· Christmas Day - 25 December
If these holidays fall on Saturday, the preceding Friday will be observed. If these holidays fall on Sunday, the following Monday will be observed. If a holiday falls on a scheduled service day, the contractor will be responsible for rescheduling services for the first day post the holiday observance.
3.3 BASE CLOSURES. Work scheduled but not accomplished because of base closure due to weather, exercises, or actual alert, will be accomplished as soon as possible after reopening the base.
3.4 CONTRACTOR/EMPLOYEE BASE PASS AND IDENTIFICATION, SPECIAL
CLEARANCES AND VEHICLE PASSES. The contractor shall comply with all requirements and procedures for Contractor Access to Air Force Installations. All documentation shall be submitted at the pre-performance conference. 502 Civil Engineering will coordinate passes for the contractor and team. The contractor shall provide a schedule for all work to be performed within 10 days of award of contract. Contractor shall coordinate base passes with 502d CES POC.
3.5 TRAFFIC LAWS. The contractor and its employees shall comply with base traffic regulations.
3.6 WEAPONS, FIREARMS AND AMMUNITION. Contractor employees are prohibited from possessing weapons, firearms, or ammunition, on themselves or within their contractor-owned or privately owned vehicle while on JBSA Lackland.
3.7 REPORTING REQUIREMENTS. Contractor personnel shall report to an appropriate authority any information or circumstances of which they are aware may pose a threat to the security of DoD personnel, contractor personnel, resources, and classified or unclassified defense information.
3.8 PHYSICAL SECURITY. The contractor shall be responsible for safeguarding all government property and controlled forms provided for contractor use. At the end of each work period, all government facilities, equipment, and materials shall be secured.
3.9 CONTRACT MANAGER. The contractor shall establish and maintain an office through which the contract manager or alternate(s) can be contacted during work hours. The contract manager or alternate shall be available during normal duty hours to meet on the installation within 1 hour with the government personnel designated by the CO to discuss problem areas. The contractor shall provide the COR/CO telephone number(s) where validation results and complaints can be reported. The contractor shall also provide to the COR/CO the names and phone/pager numbers of contractor POCs for after business hours including nights, weekends, and holidays. This information will be kept updated by the contractor whenever personnel changes occur. The contract manager or alternate shall have full authority to act for the contractor on all contract matters relating to the daily operation of this contract.
3.10 PERSONNEL. Contractor personnel shall present a neat appearance. Contractor personnel shall be easily recognizable while on the installation in conjunction with this contract. This shall be accomplished through the wear of distinctive clothing, overcoats, or hats, bearing the company name or logo. The coloring or design of the items selected should be such that identifies personnel easily and quickly for reasons of safety and personal protection. The government is authorized to restrict the employment under the contract of any contractor employee or prospective contractor employee, who is identified as a potential threat to the health, safety, security, general wellbeing, or operational mission of the installation and its population.
3.11 SCHEDULES. The contractor shall stay within timeframe of schedule that was submitted with proposal. Changes to the schedule shall be immediately identified and reported to the 502d CES inspector. All work shall be completed and must be accepted by the government before closing out of the contract.
3.12 ENVIRONMENTAL COMPLIANCE. The contractor shall comply with all applicable federal, state, and local environmental laws and regulations.
3.13 CE REPRESENTATIVE. 502 CES POC Bictor Zamora office: (210)808-0186 or Cell (210) 419-9423
3.14 SAFETY REQUIREMENTS AND REPORTS. The contractor shall perform work in a safe manner as required by OSHA Safety and Health Requirements. Provide a verbal report to the CO as soon as possible of each occurrence of damage to Government property or an accident resulting in death, injury, occupational disease, or adverse environmental impact. Provide a completed copy of required Accident Investigation Reports to the CO within five calendar days of each occurrence.
3.15 OPERATION AND MAINTENANCE. The Contractor shall provide operation and maintenance Manuals and assembly drawings for each bridge.
3.16 WARRANTY. The contractor shall provide documentation for any manufacturer warranties extending beyond the one-year period, and include the manufacturer’s contact name, phone number, and address where warranty claims can be submitted.
4.0 APPENDICES. The government will make all publications, forms, references and report formats listed available. Publications can be accessed on-line at http://www.e-publishing.af.mil/. Supplements or amendments to listed publications from any organizational level may be issued during the life of the contract. The contractor shall immediately implement those changes in publications.
ABBREVIATIONS AND ACRONYMS
ADA - Americans with Disabilities Act AF – (U.S) Air Force AFI – Air Force Instruction CLIN- Contract Line-Item Number CO – Contracting Officer
APPENDIX 1
APPENDIX 2
APPENDIX 3
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