Attach 1 - PWS RAN Demolition B230 dated 22 Jul 25.pdf

PERFORMANCE WORK STATEMENT

For Demolition Services

Joint Base San Antonio Randolph General Purpose Warehouse, Building 230

22 July 2025

1. DESCRIPTION OF SERVICES. This is a non-personal service requirement. The contractor shall provide all management, supervision, tools, supplies, equipment, and labor necessary for the complete demolition of Building 230, located at Joint Base San Antonio (JBSA) Randolph (RAN). The contractor shall conduct and provide documentation of initial and post-demolition topographic surveys, along with pre-demolition photographic records. All surveys and records shall be certified by a Registered Professional Land Surveyor. The contractor shall completely demolish and remove all associated building materials, including but not limited to, the main building, all above-grade and below-grade components, concrete slabs, foundations, and vaults, to a minimum depth of three feet. The contractor shall locate, disconnect, cap, and plug all overhead and underground utilities (water, wastewater, electrical, gas, etc.) to the nearest acceptable point. The exact cutoff point shall be jointly determined on-site by the Contractor, the applicable service provider, and Government Project Manager (PM) during the execution of the contract. The contractor shall remove and dispose of all demolition debris from the site and properly grade the post-demolition site, ensuring restoration to a condition suitable for its intended future use. The contractor shall seed and ensure the establishment of grass on all affected areas.

1.1. Building Description. The former corrosion control and painting facility is slated for demolition due to its age and deteriorating condition. Constructed in 1931, the 9,948 square foot building has reached the end of its lifecycle and is no longer suitable for occupancy. The building exhibits significant dilapidation, including potential foundation issues. Its construction consists of wood and metal framing, a concrete foundation, brick, stucco, and poured concrete walls, and features a standing seam metal roof, metal sliding doors, and steel-framed glass windows. Additionally, there is a large exterior metal sliding door and approximately 100 linear feet of outdoor metal fencing. Previously used for corrosion control, preparation, paint, and stripping operations, the building contains hazardous materials as stated in Appendix F.

Additional HAZMAT found, not included within Appendix F and not previously identified in the Historic American Buildings Survey (HABS), shall be immediately reported to the government representatives. While the interior, composed of materials like floor tile, wall coverings, concrete, wood, ceiling tile, and sheetrock, has been vacant for several years, it is currently being used for storage. The items currently stored within B 230 will be removed by 575th AMXS prior to contractors commencement of work. The demolition scope includes the building and its approximately 1,314 square foot concrete driveway. Contractor employees shall not enter the structure except in the process of executing the necessary tasks included in this PWS. The government does not guarantee the condition of the property prior to demolition. The building and contents are considered to have no salvage value; however, the government will allow CE and COMM maintenance shops to evaluate and take any reusable materials or equipment prior to demolition. All remaining materials and equipment not taken by the government shall be disposed of at a government-approved landfill. The Contractor shall abate any hazardous materials as indicated in the hazardous material (HAZMAT) survey. The contractor shall conduct field verifications of the As-Built Plan drawings provided for the building. See attached Appendix B - Location Map, Appendix C - As Built Plans, Appendix D - Utility Plans, Appendix E - Demolition Limits, and Appendix F - HazMat Survey.

1.2. Demolition. The contractor shall demolish the building identified in this PWS and associated attachments, in accordance with the Government approved Contractor’s Demolition Plan. Before any demolition begins, all asbestos shall be abated by the contractor. A State notification shall be submitted 10 days prior the schedule demolition date, for any abatement and demolition activities. All notifications and amendments shall be prepared and submitted by the Contractor through the 802d CES/CEIE Environmental Office at Hangar 62, JBSA-Randolph, TX. The Contractor shall not commence asbestos abatement or demolition activities until the mandatory 10-workday waiting period has elapsed from the date the Government's Environmental Office submits the notification to the state. The Contractor shall remove rubbish, waste and debris from the project site daily and shall not allow accumulations inside or outside of the building. The scope of work includes complete demolition of the structure and proper disposal of all resulting rubbish, debris, and any excess soil from government property. The Contractor shall remove and transport any debris in a manner that prevents spillage on streets or adjacent areas and not create a public nuisance. Dispose of excess soil in accordance with federal, state, and local hauling and disposal regulations and the contractor’s Soil Management Plan presented to the government. The Contractor shall store materials that cannot be removed daily in areas specified by the Contracting Officer Representative (COR).

1.2.1. Existing Conditions. Prior to commencing demolition or deconstruction work, the contractor shall conduct a site visit and examine the drawings and specifications to determine the extent of the work, No Later Than (NLT) 14 days after award. The contractor shall document existing conditions showing the condition of structures and other facilities adjacent to areas of alteration or removal. Digital photographs will be acceptable as a record of existing conditions, accompanied by a narrative description and/or site plan indicating the precise location. Photos shall clearly depict any pre-existing cracks, damage, or deficiencies. It is the contractor's responsibility to verify and document all required utility outages that will be required during the lifecycle of this contract. The site visit results shall be submitted to the Contracting Officer Representative (COR) NLT 14 calendar days.

1.2.2. The contractor shall provide protection of personnel in accordance with OSHA

Standard 29 CFR. Before, during and after the demolition, the contractor shall continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workers remove debris or perform other work in the immediate area.

1.2.3. The contractor shall demolish and remove structures in their entirety to three feet below grade and within the demolition limits IAW Appendix E. The contractor shall obtain AF 103 (Digging Permit) prior to excavation activities.

1.2.4. Items to Remain in Place. The contractor shall utilize the necessary precautions to prevent damage to existing items that are designated to remain in place, to be reused, or to otherwise remain property of the Government. The contractor shall immediately report any damage to the COR and shall repair or replace damaged property at no cost to the government.

1.2.4.1. The contractor shall protect trees within the project site which might be damaged during demolition or deconstruction, and which are indicated to be left in place that are outside the demolition limits (Appendix E).

1.2.4.2. The contractor shall maintain existing utilities indicated to stay in service and protect against damage during demolition. The Contractor shall protect all electrical, mechanical services and utilities in reference to Appendix D.

1.2.4.3. The contractor shall not remove air conditioning, refrigeration, and other equipment containing refrigerants. The Government (CE HVAC Shop) shall be responsible for the removal, recovering, and disposal of refrigerants from all Government owned appliances containing refrigerants, IAW JBSA policies.

1.2.5. Items to be Removed. The contractor shall remove and dispose of materials IAW

Texas State Environmental Regulations and other local, state, and federal environmental regulations.

1.2.5.1. The contractor shall remove concrete, asphaltic concrete paving and slabs, including aggregate base to a depth of eight inches below existing adjacent grade. Remove sidewalks, curbs, and gutters as indicated in Appendix E (Demolition Limits).

1.2.5.2. Shrubs and scrub trees that are approximately 10 feet from the structure and within the demolition limits (Appendix E) are to be entirely removed from the premises. If large established trees are damaged beyond saving (e.g., major splits through the main trunk, severely leaning with exposed and damaged roots, more than half the crown destroyed, etc.), it must be removed, including the trunk to a depth of six inches below grade. All removed trees and shrubs shall be disposed of outside of base IAW applicable state regulations.

1.2.6. The contractor shall control the spread of demolition dust and debris by utilizing wet methods. These methods shall comply with the National Emission Standard for Hazardous Air Pollutants (NESHAP) rules, no visible emissions, 40 CFR 61, Subpart M.

1.2.7. Waste Disposal. All wastes leaving waste hall be properly characterized, profiled, and manifested including non-hazardous waste, recyclable materials, and all manifests will be signed by an appropriately appointed 802 CES/CEIE personnel.

1.2.7.1. The contractor shall profile all debris, analysis reviewed and manifested through the JBSA Environmental Office prior to disposing to landfill/disposal facilities. Soil shall be kept and profiled separate of all demolition debris. A Toxicity Characteristics Leaching Procedure (TCLP) for Resource Conservation and Recovery Act (RCRA) metals for Lead Based Paint (LBP) shall be accomplished.

1.2.7.2. All paint shall be analyzed for Polychlorinated Biphenyls (PCBs) by the

Contractor. Results shall be submitted to 802d CES/CEIE Environmental Office at Hangar 62, JBSA-Randolph, TX.

1.2.7.3. Recycling materials shall be coordinated with Randolph Recycling point of contact. All disposal trip tickets (manifests) with disposal location shall be submitted to the COR within 10 days after signature of receiving landfill. Weight tickets are required for each manifest signed.

1.2.7.4. The use of burning at the project site for the disposal of refuse and debris is prohibited.

1.2.8. The contractor shall provide the necessary traffic and pedestrian control signs, and traffic barricades with flashing lights where pedestrian and driver safety are jeopardized in the vicinity of the work site.

1.2.9. The contractor shall provide a minimum of two FAA Type L-810 steady burning red obstruction lights on temporary structures (including cranes) over 100 feet, but less than 200 feet, above ground level. The use of LED based obstruction lighting is not permitted.

1.3. Utilities. The Contractor shall coordinate with American Water (AW) and 502d CES Plumbing Shop the disconnection of all utility services at the service mains. The contractor shall be responsible for the connection charge and an agreement with American Water for the removal of water service(s). No work shall commence on any building prior to the contractor ensuring all utilities are properly disconnected. The Contractor shall cap and plug all utilities, using equipment, materials, and labor in accordance with local, state, and federal regulations. The contractor is responsible for disconnecting of all utilities, plugging of sewer taps, or connection to septic tanks. The contractor shall not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the COR. Disconnection of all utilities shall be coordinated by the contractor with the appropriate local service providers. The contractor shall contact the local utility companies prior to commencing work to coordinate termination of gas, water, electric, phone, cable TV, and any other utility services to the nearest acceptable point.

The contractor shall shut off and cap utilities for future use. Sewer taps shall be plugged with screw type expanding plug inserts or other means approved by the local sewer authority, to prevent intrusion of ground water into the existing sewer system.

1.3.1. Special Utility Considerations. The contractor shall identify and mark all utilities not managed and/or located by the local utility companies. The utility shall be capped a minimum of five feet from the building and per AW Specification 33 11 00.19 3.02.B Mains/Services must be cut/capped at the main. If septic tanks are encountered, the contractor shall ensure that damage does not occur to any septic tanks if still in use. Septic tanks no longer in use shall be pumped dry, crushed, and backfilled in accordance with local, state, and federal regulations.

1.4. Demolition and Environmental Protection Plans. The contractor shall provide a Demolition Plan and Environmental Protection Plan IAW JBSA environmental specifications.

All applicable notifications must be completed by the contractor to local, state, and federal agencies. Demolition Plan and Environmental Protection Plans shall be submitted to 802d CES/CENMPR Project Manager and 802d CES/CEIE Environmental Office at Hangar 62, JBSA-Randolph for review and approval prior to work proceeding. The plans shall be submitted within 14 days from contract award.

1.5. Asbestos Work Plan. The contractor shall submit an Asbestos Work Plan for review and approval through the JBSA Environmental Office and must include the procedures to safely manage asbestos. The contractor shall not make any Demolition/Abatement notifications to the state as it is a responsibility of the JBSA Environmental Office. The plan shall be submitted within 14 days from contract award.

1.6. Accident Prevention Plan (Safety Plan). The contractor shall submit an Accident Prevention Plan (APP) per requirements in EM 385-1-1 which outlines the occupational safety and health policy, responsibilities, and program requirements. EM 385-1-1 paragraph 4 (2) states that service contracting actions may use the abbreviated APP listed in Appendix A of that document. The plan shall be submitted within 14 days prior to the start of demolition.

1.7. Hazardous Waste Management Plan. The contractor shall provide a Hazardous Waste Management Plan detailing the way hazardous wastes will be managed and describing the types and volumes of hazardous wastes anticipated to be managed. At a minimum, the plan shall include the contractor’s procedures to safely handle all HAZMAT to include asbestos and/or lead abatement or remediation plans with personnel respirator fitness test, and the proper disposal of Polychlorinated Biphenyl (PCB) and Mercury. The plan shall be submitted within 14 days from contract award.

1.7.1. Offsite Hazardous Material and Waste Management. The contractor shall coordinate the offsite transfer of all hazardous materials and waste with the installation environmental function (802d CES/CEIE Environmental Office at Hangar 62, JBSA-Randolph, TX).

1.7.1.1. The contractor shall provide hazardous material and waste disposal trip tickets (manifests) with disposal location and shall be submitted to the COR within 10 days after signature of receiving landfill.

1.7.2. Hazardous Material Activities. Prior to conducting hazardous materials activities, the contractor is responsible for pre-transportation activities and must either certify to the government that a security plan is in place which meets the requirements of 49 CFR 172, Subpart I or if the types or amounts of hazardous materials are excluded from the security planning requirements, a written statement to that effect detailing the basis of the exception.

1.8. Storm Water Pollution Prevention Plan. The contractor shall prepare a Storm Water Pollution Prevention Plan (SWPPP) and provide drawings of temporary erosion control measures. It shall include, as a minimum, compliance with the base SWPPP and/or the base

Storm Water Management Plan (SWPP), the method for protecting all storm drains and waterways adjacent to the demolition area. The contractor shall ensure that any material/debris generated during the demolition is not allowed to enter storm drains or pollute storm water runoff. Water used for dust suppression shall be applied in a manner that does not allow it to discharge from the site. The plan shall be submitted within 10 business days from contract award.

1.9. Materials Testing and Inspections. The contractor shall be responsible for the coordination of all tests and inspections and shall schedule and request tests and inspections to be conducted as necessary to avoid any interference with the progress of work.

1.10. Insurance and Permit Requirement. The contractor shall properly be insured in accordance with the Federal Acquisition Regulation (FAR) 28.3 requirements and must provide proof of insurance within 14 days from contract award. Contractor shall obtain all necessary permits and conduct field verification visits prior to beginning work and as required by federal, state, and local agencies. The contractor shall be responsible for preparing, filing, and paying for fees required for all necessary permits for this project. All necessary permits shall be submitted within 14 days from contract award.

1.11. Licenses and Certification. Employees under contactor authorization are required to have a license or certification to perform specific work duties including, but not limited to, hazardous waste testing and sampling, removal, and disposal efforts.

1.12. Safety Data Sheet. The contractor shall address by submittal the plans to prevent and control fugitive dust through specific mitigation and preventative measures, including Safety Data Sheet or (SDS) for soil binder to be used. The contractor shall, at a minimum, maintain records indicating dust control measures taken. Information provided shall be sufficient to answer any questions regarding control methods utilized, products used, application rates, inspections performed. Dust control shall be performed as the work proceeds to minimize vehicle off-site tracking of sediment and generation of dust.

1.13. Work Plans and Related Documents. The contractor shall prepare and submit for acceptance by the COR, a set of work plans and related documents required for the project.

These plans and documents shall be prepared in accordance with all applicable federal, state, and local regulations. The contractor shall incorporate information and data from the pre-bid site visit, the pre-demolition Environmental Hazmat Survey, and other documents within the times specified on the schedule of deliverables.

1.13.1. Deliverables to include Certificates of Insurance, Quality Control Plan, Soil Management Plan, and Environmental Protection Plan, and all shall be submitted within 14 days from contract award.

1.14. Special Procedures - Surveying. The contractor shall perform pre and post surveying procedures including, but not limited to, control points, temporary control points, topographic information filing, existing utilities, water, sanitary sewer, electrical and communication equipment, and gas. The contractor shall coordinate and conduct a kick-off meeting prior to the initiation of the field survey.

1.14.1. All survey work shall utilize a localized scale factor.

1.14.2. The draft and final survey data shall be submitted either on a DVD or CD and a transmittal letter shall accompany each submittal.

1.14.3. The contractor shall include AutoCAD files in their survey submittal package.

1.15. Special Project Procedures - GIS. All FINAL and all INTERIM review plans shall include NATIVE format files, i.e., CAD files, in AutoCAD drawing format compliant with government requirements. Email usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil for current version, native format documents (*.doc, *.xls) and PDF files of same.

1.15.1. GIS files must meet the following technical requirements:

• Horizontal Control for Texas State Plane, South Central Zone (4204), NAD 83; shall comply with Corps of Engineers 3rd Order, Class I standards.

• Vertical Control for NAVD 88; shall comply with Corps of Engineers 3rd Order.

• All measurements shall be collected using an electronic data collector; all elevations will be measured at hundredths-of-feet (0.00).

• Unit of Measure shall be U.S. Survey Feet.

• Map scale shall be 1-inch equals 30-feet.

• Contour interval shall be 1-foot.

1.16. Activity Hazard Analysis Plan. The contractor shall check the structure prior to demolition to ensure that the property is vacated and shall conduct an activity hazard analysis at the site considering overhead power lines, underground utilities, formerly as a corrosion control facility, and other structures which are not scheduled for demolition. Contractor shall submit an Activity Hazard Analysis Plan within 14 days from contract award.

1.16.1. Due to the presence of a licensed explosives facility in Building 229, contractors working between Building 229 and Building 230 must always maintain a safe distance. This is especially critical when operating heavy machinery or equipment, which must never come into close contact or proximity with Building 229.

1.17. Extermination. Before starting demolition, the contractor shall employ a certified rodent and vermin exterminator and treat the facilities in accordance with governing health laws and regulations. Any rodent, insects, or other vermin appearing before or during the demolition shall be destroyed or otherwise prevented from leaving the immediate vicinity of the demolition work.

1.18. Temporary Structures. The contractor shall furnish and erect all temporary side, barricade covers and temporary structures necessary for the proper and safe conduct of the work.

The contractor shall erect a suitable perimeter fence around the work site. All such temporary structures shall be removed upon the completion of the work at no additional cost to the government. Fencing shall be installed around the perimeter of the project site, for the duration of the work and removed before the project is considered complete. Inlet protection and silt fencing may be necessary at times during some of the project operations.

1.19. Debris Removal and Disposal. The contractor shall provide all labor and equipment necessary for the removal and disposal of the structures, in accordance with all applicable federal, state, and local regulations. The work shall consist of removing the debris generated from demolishing the identified structures. All other demolition debris shall be collected and transported to the local licensed disposal site. Disposal fees are the responsibility of the contractor. The contractor shall maintain a record of waste generated and waste disposed and shall be submitted to the COR NLT 10 business days after contract completion. Under this contract all debris generated from demolition work shall include:

1.19.1. Required sampling and chemical analysis.

1.19.2. A “competent person” who is trained in a manner consistent with the National Emissions Standard for Hazardous Air Pollutants (NESHAP) and Environmental Protection Agency (EPA) requirements must be present on site when contaminated debris removal and disposal is taking place.

1.19.3. Any contaminated debris for disposal collected by the contractor shall be disposed of at the contractor expense. Any loads rejected at the dump site shall be the contractor's responsibility. Contractor shall provide with their location where the debris from this demolition will be dumped. State licensed site(s) for dumping rubble or any other private site where clean debris and asbestos will be accepted must be listed. Two landfills (Tessman Road and Covel Gardens) are authorized for disposal of Asbestos Containing Materials (ACM) and debris. Based on the TCLP results for RCRA metal and if hazardous with LBP, the disposal facility will be at U.S. Ecology, Robstown, Texas. It is the contractor's responsibility to coordinate with the landfill for their procedures to comply. Coordinate with JBSA Environmental Office on status and manifests signature.

1.19.4. All derived waste or excess materials will be properly managed, segregated, sampled, profiled, and manifested as per Sec 3.1.4.1 of the JBSA Environmental Specification based on waste characterization data reviewed by the 802 CES/CEIE (which at a minimum will be classified as Hazardous/Non-Hazardous Solid Waste); all excess soil/waste materials must be manifested/transported to an approved TCEQ permitted disposal location (Tessman Road and Covel Gardens) approved by 802 CES/CEIE. The contractor shall provide diverted and disposed material descriptions and weights (to include weight tickets) and disposed debris justifications.

1.20. Hazardous Toxic Waste. Hazardous or toxic materials or waste such as petroleum products, electrical transformers, tires and known or suspected hazardous materials shall be removed and disposed of by the contractor. The contractor shall take sufficient measures to prevent spillage of hazardous and toxic materials during dispensing and shall collect waste in suitable containers observing chemical compatibility requirements.

1.20.1. The contractor shall designate a single individual that will serve as the main point of contact for all environmental regulatory matters and have overall responsibility for identification of marking, labeling, and packaging; completion of hazardous waste manifests, asbestos waste shipment records, PCB manifests, bill of ladings, exception, and discrepancy reports; and all other environmental documentation.

1.21. Post Demolition. The contractor shall clean up and remove all signs of temporary facilities, work areas, structures, foundations or temporary structures, stockpiles of excess waste materials, or any other vestiges of demolition. All restored areas shall be smoothly and evenly dressed and sloped to drain. The contractor shall properly fill and compact all voids left by the removal of pipe, structures, etc. The contractor shall provide all fill materials to the site as needed. The contractor shall provide approved fill material and complete final grading in such a way to ensure the site has proper drainage, there is no ponding of water, and that run off does not cause damage to adjacent properties. Fill material shall conform to the definition of satisfactory soil material as defined in American Association of State Highway and Transportation Officials (AASHTO) M 145, Soil Classification Groups A-1, A-2-4, A-2-5, and A-3. In addition, fill material shall be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than two inches in any dimension. Compaction of fill shall match the compaction of adjacent undisturbed material. The entire parcel shall be left in a natural grade, neat, safe, and sanitary condition. The contractor shall submit documented proof of fill soil classification and post work site grading plan 15 days prior to the start of this work phase.

1.22. Site Restoration. All areas to be seeded shall have a minimum of six inches topsoil.

Topsoil shall be natural, fertile, friable, and free of clay lumps, stones, stumps, roots, or substances two inches or more in diameter. The contractor shall assume maintenance responsibilities until grass is established or until second cutting, whichever is longer.

Maintenance shall include watering, weeding, reseeding, and other operations necessary to keep all lawn areas in a thriving condition. Gray water is available on base for the contractor and must be used when JBSA is in Stage 3 through 5 water restrictions. After lawn areas have germinated, areas which fail to show a uniform stand of grass for any reason, shall be reseeded repeatedly until all areas are covered with a satisfactory stand of grass. Minimum acceptance of seeded lawn areas may include scattered bare spots, none of which are larger than one square foot, and when combined, do not exceed 2% of total seeded area. The contractor needs government approval to seed or install turf in Stage 3 through 5 water restrictions per the 2022 JBSA Critical Period Management Plan. All earth work shall be planned and conducted to minimize the duration of exposure of unprotected soils. Side and back slopes shall be protected as soon as practicable upon completion of rough grading. The contractor shall restore to original condition existing turf areas which have been damaged. Clean other paving when work in adjacent areas is complete.

1.23. DD-1354. The contractor shall submit a DD-1354 form to 802 CES/CENMPR within 14 days after contract completion and final acceptance.

1.24. Progress Reports. The contractor shall submit weekly progress reports to include schedule updates. These submissions shall be due every Monday and shall enable the Contracting Officer (CO) and Project Manager (PM) to assess the contractor’s progress.

2. SERVICE SUMMARY. The contract service requirements are summarized in performance objectives that relate directly to essential items. The performance threshold briefly describes the minimally acceptable levels of service required for each requirement. The Services Summary (SS) provides information on contract requirements, the expected level of contractor performance and the expected method of government validation and confirmation of services provided. These thresholds are critical to mission success. Procedures as set forth in the FAR 52.212-4 (a), Contract Terms and Conditions - Commercial Items, Inspection/Acceptance, will be used to remedy all deficiencies.

Performance Objective PWS Paragraph Performance Threshold Method of Assessment

1. Demolition and Environmental Protection, Asbestos Work, and Hazardous Waste Management Plans

Para 1.4., 1.5., 1.7. Submitted to government within 14 days of award with no more than one defect per plan

100% Inspection

2. Activity Hazard Analysis Plan

Para 1.16. Submitted to government within 14 days of award with no more than one defect per plan

100% Inspection

3. Utilities Para 1.3. Proper and safe termination completed with zero defects

100% Inspection

4. Existing Conditions Para 1.2.1. Digital photos or documentation of existing conditions submitted to the COR NLT 14 calendar days after site visit with zero defects

100% Inspection

5. Demolition of Building and Associated Structures

Para 1.2., 1.2.2.,1.2.3., 1.2.4., 1.2.5.

Structures are removed IAW the PWS with zero defects

Periodic Inspection

6. Post Demolition and Site Restoration

Para 1.21., 1.22. Site is 100% properly graded and seeded IAW the PWS with zero defects

Periodic Inspection

7. Progress Reports Para 1.24. Submitted to government weekly after award of contract with no more than one defect per month

Periodic Inspection

8. DD-1354 (Transfer and Acceptance of DoD Real Property)

Para 1.23. Submitted to government within 14 days after contract completion and final acceptance with no more than one defect per project

100% Inspection

2.1. Quality Control. The contractor shall be responsible for quality control for all work accomplished during the performance of the task. The contractor shall provide and maintain a Quality Control Plan (QCP) which ensures the requirements in this PWS are met. The contractor’s project superintendent will be the point of contact to discuss the quality of work specified in this PWS. The project superintendent must always maintain a physical presence on base and be available within an hour at any of the sites, if multiple sites are being worked on at the same time and is responsible for all activities at the site(s), except as otherwise acceptable to the COR.

2.1.1. Quality Control Plan. The plan shall specifically address the contractor’s strategy to provide quality workmanship, continual process improvement and for correcting deficiencies as required. Any changes after initial submission need to be accepted by the CO prior to implementation. The QCP shall be submitted within 14 days from contract award.

2.2. Quality Assurance. The government shall inspect and evaluate the contractor’s performance to ensure services are received in accordance with the requirements set forth in this contract. The CO will appoint a primary and alternate COR(s) for managing the day-to-day activities of the contract. The identity, title, and authority of this representative will be provided in writing to the contractor after contract award. The COR shall inspect by validating actual work 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 performance meets the standards contained in this PWS. Any unsatisfactory inspection (defect) result shall be recorded, and the contractor shall re-perform the service within 24 hours of notification, at no additional cost to the government after notification by the CO or COR. Results of the validation becomes an 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 COR will initiate and provide the CO a Contract Discrepancy Report (CDR) DD Form 2772 for issuance to the contractor. The contractor shall respond to the CDR IAW instructions provided and return it to the CO within 10 days of receipt. Failing to meet the performance threshold as outlined in the SS for any of the listed performance objectives in any one-month period shall constitute an immediate progress meeting with members of the Multi-Functional Team. All remedies shall be in accordance with the FAR 52.212-4(a), Contract Terms and Conditions - Commercial Items, Inspection/Acceptance.

2.3. Periodic Progress Meetings. The CO reserves the right to schedule periodic meetings with the Functional Commander, COR, other government personnel as appropriate, and the contractor to discuss the contractor’s performance. The following issues will be discussed, opportunities to improve the contract, any modifications required of the contract, unsatisfactory inspections and trends against each performance objective observed, positive performance and steps taken by the contractor to prevent unsatisfactory occurrences in the future.

3. GENERAL INFORMATION.

3.1. Hours of Operation/Holidays. All work shall be performed during the normal duty day, 7:00 A.M. to 5:00 P. M., Monday thru Friday, except for federal holidays and unforeseen requirements. When access to a facility permits, service may begin earlier, upon approval of authorized government personnel. The contractor is not required to provide routine services on the following approved holidays:

New Year’s Day 1st of January Martin Luther King Jr. Day Third Monday in January Presidents’ Day Third Monday in February Memorial Day Last Monday in May Juneteenth Day 19th of June Independence Day 4th of July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11th of November Thanksgiving Day Fourth Thursday in November Christmas Day 25th of December

NOTE: Any of the above holidays falling on a Saturday will be observed on the preceding Friday. Holidays falling on a Sunday will be observed on the following Monday.

3.2. Security Requirements Obtaining and Retrieving Identification Media. The contractor shall comply with all requirements and procedures IAW DAFFARS clause 5352.242- 9000 "Contractor Access to Air Force Installations." Contractor employees shall be required to obtain and display identification badges. Anticipate delays in getting commercial vehicles on base and allow time for commercial vehicles to reach their destination by driving designated routes at posted speed limits throughout the base. Procedures for commercial vehicle access to the base are subject to change without prior notice. The contractor shall also obtain personnel and vehicle identification and passes as required for entry to the installation. The government will provide all forms and procedures to the contractor to obtain personnel identification and vehicle passes during the pre-performance conference. It is the contractor's responsibility to renew passes/badges in a timely manner to ensure no interruption of service. During performance of the contract, the contractor shall be responsible for obtaining required identification for newly assigned personnel and for prompt return of credentials and vehicle passes for any employee who no longer requires access to the work site. Upon completion or termination of the contract or expiration of the identification passes, the contractor ensures that all base identification passes issued to contractor employees are returned to the issuing office. If a contractor employee has been terminated, the pass will need to be retrieved and returned to Security Forces so that employee does not have base access. If the pass is not retrieved, then SF will need to be notified so base access is not allowed. Failure to comply with these requirements may result in withholding of final payment.

3.2.1. Pass and Identification Items. Non-DoD people (contractors, vendors, etc.)

requiring entry to JBSA Lackland, JBSA Randolph, Fort Sam Houston, or Camp Bullis shall be sponsored by an authorized DBIDS registered DoD ID card holder. Sponsors must notify the Security Forces Visitor Control Center for the installation that access is required NLT 10 days prior to the requested entry date. Sponsors or authorizing official must request the permit in writing or via email from a .mil address to the Visitor Control Center. An application for the installation access credential form will be submitted by the sponsor or official to the Pass and Registration Office. Contractor and vendor companies requiring access to Joint Base San Antonio shall provide the credential information for their employees to the sponsor to process the access. All demolition contractor employees shall have:

• One form of picture identification.

• Provide personal (full name, date of birth, place of birth, home address, and driver license number) and vehicle information. Foreign Nationals are submitted independently of natural U.S. Citizens.

• A memo from the demolition company on business letterhead stating the reason for entry, contract number, project start and end date, and the location at JBSA of where the jobsite is located.

3.3. Base Passes/Listing of Employees. The contractor shall maintain a current listing of employees. The contractor shall provide the COR a current list of employees within three business days after contract award for base pass access. The list must include employee's name, date of birth, state driver's license/state ID number, and state of issue. Notifications of contractor employee additions and deletions must be provided with the same information listed above and within three working days. Base pass requests (spreadsheet) shall be submitted to the COR 14 days prior to the start of demolition on any building and upon changes in personnel.

3.4. Reporting Requirements. The contractor shall comply with AFI 71-101, Volume 1, Criminal Investigations, and Volume 2, Protective Service Matters, 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. Contractor employees are to be briefed by their immediate supervisor upon initial on-base assignment and as required thereafter.

3.5. Physical Security. Areas controlled by contractor employees shall comply with Base Operations Plans/Instructions for Force Protection Conditions (FPCON) procedures, Random Anti-Terrorism Measures (RAMS) and local search/identification requirements. The contractor shall safeguard all government property, including controlled forms, provided for contractor use.

At the close of each work period, government training equipment, ground aerospace vehicles, facilities, support equipment, and other valuable materials will be secured.

3.6. Traffic Laws. The contractor and their employees shall comply with base traffic regulations. If for any reason the contractor must close access to a road, the contractor must submit request for a minimum of 60 days in advance and may not close until approved and base notification is made.

3.7. Special Qualifications. The contractor shall hold a demolition contractor's license and registration by the State of Texas. In addition, contractor shall be certified by appropriate federal and state regulatory agencies to meet federal and local certification requirements in demolition services.

3.8. Records Management. The contractor shall manage all data created for government use or legally controlled by the government, in support of the functional activity or required by AF publication, IAW with the AF records management procedures in Air Force Instruction (AFI) 33-322, Records Management Program, paragraph 10, and Air Force Manual (AFMAN) 33-363 and the Air Force Records Disposition Schedule (AFRDS) located at the link below.

https://afrims.amc.af.mil/rdsseries.cfm.

3.9. Air Force Antiterrorism Program. The Air Force Antiterrorism (AT) program seeks to deter or limit the effects of terrorist acts against the AF by giving guidance on collecting and disseminating timely threat information, providing training to all AF members, developing comprehensive plans to deter and counter terrorist incidents, allocating funds and personnel and implementing AT measures. In accordance with AFI 10-245 paragraphs 2.18 and paragraph 2.25, DoD contractor and sub-contractor personnel shall be offered Level 1 - AT Awareness Training.

AT Awareness Training may be accomplished by either a Level 1 - qualified instructor, or by completing the "Force Protection" Computer Based Training (CBT) course on the Advanced Distributed Learning System (ADLS) https://goleam.csd.disa.miVkc/login/login.asp or at https://jkodirect.jten.mil for individuals without access to a NIPR, possessing a CAC card, nor enrolled in DEERS. Compliance with the training will be monitored by the COR.

3.10. Fraud, Waste, and Abuse. The contractor shall make sure their employees practice utilities conservation. The contractor shall be responsible for operating under conditions that prevent the waste of any utilities used. The contractor shall be responsible for maintaining proper conduct and good discipline within the contractor occupied work area(s). Contractor personnel shall be encouraged to be alert to report any suspected situations of fraud, waste, and abuse, or other intentionally dishonest conduct against the government observed during, or in the performance of this contract.

4. APPENDICES.

A. Deliverables B. Map Location C. As-Built Plans D. Utility Map E. Demolition Limits F. HazMat Survey

Appendix A Deliverables

The contractor shall submit all deliverables in electronic form and shall produce reports using the Microsoft Office Suite of applications. All deliverables must meet professional standards and the requirements set forth in contractual documentation. The contractor shall be responsible for delivering all end items specified.

Deliverable Frequency of Submission Due Date PWS Reference

Quality Control Plan

(QCP)

One time NLT 14 days after contract award

Para 2.1.1.

Current Employee Listing One time and as required NLT three business days after contract award and upon changes in personnel

Para 3.3.

Contractor Insurance One time NLT 14 days after contract award

Para 1.10.

Base Pass Requests (Spreadsheet)

One time and as required NLT 14 days prior to start of demolition and upon changes in personnel

Para 3.3.

Storm Water Pollution Prevention Plan

One time NLT 10 business days after contract award

Para 1.8.

Soil Management Plan One time NLT 14 days after contract award

Para 1.13.1.

Federal, State and Local Permits

One time NLT 14 days after contract award

Para 1.10.

Documented Proof of Fill Soil Classification

One time NLT 15 days prior to start of this work phase

Para 1.21.

Accident Prevention Plan (Safety Plan)

One time NLT 14 days prior to start of demolition

Para 1.6.

Demolition Plan One time NLT 14 days after contract award

Para 1.4.

Environmental Protection Plan

One time NLT 14 days after contract award

Para 1.4.

Activity Hazard Analysis Plan

One time NLT 14 days after contract award

Para 1.16.

Hazardous Waste Management Plan

One time NLT 14 days after contract award

Para 1.7.

Asbestos Work Plan One time NLT 14 days after contract award

Para 1.5.

Manifests for Disposal of Materials

As required NLT 10 days after signature of receiving landfill

Para 1.2.7.3.

Grading Plan (Post Work) One time NLT 15 days prior to this work phase

Para 1.21.

Hazardous Material Trip Tickets

As required NLT 10 days after signature of receiving landfill

Para 1.7.1.1.

Progress Reports Weekly Mondays with the previous week’s activities

Para 1.24.

Record of Waste Generated

One time NLT 10 business days after contract completion

Para 1.19.

DD-1354 One time NLT 14 days after contract completion and final acceptance

Para 1.23.

Appendix B Map Location (See Attached)

Appendix C

As Built Plans

Appendix D Utility Map

Appendix E Demolition Limits

Appendix F HazMat Survey