Atch 1 - DRAFT PWS - Demo w.Abatement B2652.pdf

PERFORMANCE WORK STATEMENT (PWS)

JOINT BASE SAN ANTONIO (JBSA) FORT SAM HOUSTON (FSH)

DEMOLITION WITH ABATEMENT SERVICES

14 April 2026

1. DESCRIPTION OF SERVICES. This is a non-personal services requirement. The Contractor shall provide all management, tools, supplies, equipment, and labor necessary for the demolishment with abatement of one (1) building on JBSA Fort Sam: B2652 Harlequin Theater.

The contractor shall furnish all equipment, labor, layouts of work features, and supervision needed to demolish and remove all material of the building including all above and below ground structures to a depth of three (3) feet, concrete slabs, foundations, and vaults. The contractor shall locate, disconnect, cap and plug all overhead and underground utilities (water, wastewater, electricity, gas, etc.) within five (5) feet of the building; inform applicable service provider, and Government Point of Contract (GPOC) and/or Contracting Officer

Representative (COR) during the execution of the contract.

The Contractor shall remove and dispose of all demolition debris from the sites. This project will follow a four‑phase approach, with all periods of performance to be completed within 120 days of contract award.

2. BACKGROUND. This building is at the end of its life cycle. The facility is currently vacant due to their deteriorating condition. Contractor employees shall enter only the structure (B2652) for the process of executing the necessary tasks included in this PWS. The Government does not guarantee the condition of the property prior to demolition.

Contractor shall develop a grading plan for demolition grading and submit for approval a grading plan for the post work site. Work shall include seeding and establishment of grass in affected areas. Shrubs and scrub trees that are near the buildings/chain link fence are to be entirely removed from the premises. Larger, more established trees outside the area outlined in Atch 3 (Demo Limits) are to be protected during the demolition of the building as much as possible. If large established trees are damaged beyond saving, then it must be removed from the premises to include the trunk to a depth of six (6) inches below grade.

2.1 DESCRIPTION. The contractor shall perform field verification of all As‑Built Plan drawings associated with the building identified in this PWS. The project includes one (1) building, listed below with its corresponding JBSF project number, attachments, and a brief description:

JBSF237890 – JBSA FSH Demolition with Abatement, B2652

This building is a two‑story, 19,684‑square‑foot wood‑frame structure on a concrete foundation. The exterior consists of clay brick with a shingle roof. Interior materials include floor tiles, wall coverings, concrete, wood, ceiling tiles, textured walls, wood paneling, glass, and sheetrock. The contractor shall abate all hazardous materials

(HazMat) identified in the HazMat survey.

2.2 SURROUNDINGS. Demolish all concrete pads, sidewalks, building sign, backyard chain-link fence and front canopy and sidewalk. All vegetation in and next to backyard chain-link fence is to be removed and properly disposed

of. All items marked in Demo limits attachment.

2.2 DEMOLITION. The Contractor shall provide all labor, materials, and equipment to demolish the building and surrounding features identified in this PWS, associated attachments, and the Contractor’s demolition plan.

Remove rubbish and debris from the project site; do not allow accumulations inside or outside the building.

The work includes demolition and removal of resulting rubbish and debris, including excess soil from

Government property for legal disposal in accordance with (IAW) JBSA Environmental, Federal, State, and

Local hauling and disposal regulations. Remove rubbish, waste, and debris from Government property daily, unless otherwise directed. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Dispose of excess soil IAW contractor’s Soil Management Plan presented to the Government no later than (NLT) 14-days prior to starting demolition. Soil to be tested for HazMat as required by JBSA

Environmental. Store materials that cannot be removed daily in areas specified by the GPOC and/or COR.

The contractor shall demolish structures in their entirety. The contractor shall remove existing structures to three feet below grade. The contractor shall remove concrete and asphaltic concrete paving and slabs including aggregate base to a depth of eight (8) inches below existing adjacent grade. Remove sidewalks, curbs, and gutters as indicated.

The contractor shall coordinate with the GPOC and the 502 CE HVAC Shop to identify any equipment parts required to be recovered and turned over. The contractor shall remove air conditioning, refrigeration, and other equipment containing refrigerants without releasing chlorofluorocarbon refrigerants to the atmosphere IAW the

Clean Air Act Amendment of 1990. All removed/evacuated refrigerants shall be turned over to the Government as coordinated with GPOC. The Government will provide the containers to capture the refrigerants.

2.2.1 ITEMS REMAIN IN PLACE. The contractor shall take all necessary precautions to prevent damage to existing items designated to remain in place, be reused, or remain Government property. Items to remain are located outside the demolition limits shown in Attachment 3. Any such items damaged by contractor operations shall be repaired or replaced at no cost to the Government.

The contractor shall protect all trees indicated to remain, maintain and safeguard existing utilities required to stay in service, and ensure the protection of all electrical and mechanical systems throughout demolition activities.

2.2.2 EXISTING CONDITIONS. Prior to any demolition or deconstruction work, the contractor shall visit the site and examine PWS to determine the extent of the work, 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. Video will not be acceptable. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. The site visit results shall be submitted to the COR.

The use of burning at the project site for the disposal of refuse and debris is prohibited. In regard to rubbish, waste, and debris disposal, the contractor shall provide trip tickets documenting disposal location. Waste manifests and profile sheets shall be emailed/delivered to the GPOC. The GPOC will distribute to the appropriate entities and personnel.

The contractor shall control the spread of dust and debris, while maintaining clean roads, free of mud and rocks at all times around the demolition site. The contractor shall coordinate use of fire hydrants for water with

American Water.

The contractor shall provide the necessary traffic and pedestrian control signs. The contractor shall provide traffic barricades with flashing lights where pedestrian and driver safety is endangered in the area of removal work.

Any anticipated road closures shall be coordinated with the GPOC and approved prior to any road closure.

The contractor shall provide protection of personnel. 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 workmen remove debris or perform other work in the immediate area. This protection is to be outlined in the Activity Hazard Analysis, as required by the Safety and Health Requirements Manual: EM385-1-1.

2.3 UTILITIES. The Contractor shall check to determine that all utility services are disconnected within five

(5) feet from the building. No work shall commence on any building before utilities are properly disconnected.

The work includes capping and plugging of all utilities, using equipment, materials, and labor IAW local, state, and federal regulations.

The Contractor is responsible for disconnection of all utilities, plugging or sewer taps, or connection to septic tank. The contractor is responsible for covering all fees associated with this work directly with CPS. 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 and a utility outage form is approved. The Contractor shall contact the PM to have the

PM coordinate with 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. Contractors shall keep redline drawings onsite to mark location of capped and disconnected utilities. Any anticipated utility outages shall be coordinated with the GPOC and approved prior to the outage.

2.3.1 SPECIAL UTILITY CONSIDERATIONS. The contractor shall identify and mark all utilities not managed and/or located by the local utility companies. If abandoned storm water pipes are discovered & no longer managed by the utility company, then the utility shall be capped a minimum of five (5) feet from the building.

If septic tanks are encountered, the contractor shall ensure that damage does not occur to any septic tanks if they are still in use. Septic tanks no longer in use shall be pumped dry, crushed and backfilled IAW Federal, State, and Local regulations. Dig Permits/Utility Locates shall be coordinated with the GPOC and approved prior to any digging.

2.4 DEMOLITION AND ENVIRONMENTAL PLANS. The Contractor shall submit demolition, and environmental protection plans NLT 14-days prior to starting demolition and make applicable notifications to JBSA

Environmental, State and Federal agencies.

2.5 ACCIDENT PREVENTION PLAN (SAFETY PLAN). The Contractor shall submit an Accident Prevention Plan

(APP) NLT 14-days prior to starting demolition 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 Deliverables below.

2.6 HAZARDOUS WASTE MANAGEMENT PLAN. The contractor shall prepare a Hazardous Waste Management Plan

NLT 14-days after contract award detailing the manner in which hazardous waste will be managed and describing the types and volumes of hazardous waste anticipated to be managed. At a minimum, the plan shall include the contractor’s procedures to handle all HAZMAT to include asbestos remediation, lead remediation, and the proper disposal of PCBs and Mercury.

2.6.1 OFFSITE HAZARDOUS WASTE MANAGEMENT. The contractor shall coordinate the offsite transfer of all

HazMat and waste with the installation environmental group. The contractor shall provide HazMat trip tickets NLT

10-days after signed by receiving landfill.

2.6.2 HAZMAT ACTIVITIES. Prior to conducting HazMat 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 in the event that the types or amounts of HazMat are excluded from the security planning requirements, a written statement to that effect detailing the basis of the exception. All construction debris, hazardous waste, and non-hazardous waste, to include all construction recycling and spoils, shall be characterized by a lab, profiled, reviewed by the JBSA Hazardous Waste Media Team, manifested as required and signed by appropriately appointed 802 CES/CEIE personnel before leaving any JBSA properties. The following tests are required for every 200 cubic yards of soil/waste spoils that are to be removed from JBSA: RCRA 11 metals

(method SW 7000 series, TCLP extraction), Organochlorine Pesticides/ Polychlorinated Biphenyl (PCBs) (method

SW 8081a/8080, TCLP extraction), Semi-Volatile Organic Compounds (SVOCs) (method SW 8270, TCLP extraction), Volatile Organic Compounds (VOCs) (method SW 8260 TCLP extraction) to include BTEX, Total

Petroleum Hydrocarbons (TPH) (TX method 1005), Non-halogenated Organics (SW 8015, TCLP extraction), and

Reactivity, Corrosivity, Ignitibility (RCI).

2.7 MATERIALS TESTING AND INSPECTIONS. The contractor shall submit a Hazard Analysis Plan for the building no later than 14-days after contract award and an Asbestos Abatement Plan no later than 30-days prior to the start of demolition. The contractor is responsible for coordinating, scheduling, and requesting all required tests and inspections to prevent delays to the work. All test results shall be provided to the GPOC and Base Environmental within five (5) days of receipt.

2.8 INSURANCE AND PERMIT REQUIREMENT. The Contractor shall be properly insured IAW the RFO 28.3 requirements. Contractors shall obtain all necessary permits NLT 10-days prior to starting demolition 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.

2.9 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.

2.10 SAFETY DATA SHEET. The Contractor shall address by submitting to the plans to prevent and control fugitive dust through specific mitigation and preventative measures, including Material Safety Data Sheet or

(MSDS) 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.

2.11 WORK PLANS AND RELATED DOCUMENTS. Contractor shall prepare and submit for acceptance by the

GPOC, a set of Work Plans and Related Documents required for the project. These plans and documents shall be prepared in IAW 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 time frames specified on the schedule of deliverables.

Phase 1 deliverables to include Certificates of Insurance, Quality Control Plan, and Environmental Protection Plan

2.12 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 left in place, location of utility termination points, 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.

• All survey work shall utilize a localized scale factor.

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

• The contractor shall include AutoCAD files in their survey submittal package

2.13 SPECIAL PROJECT PROCEDURES – GIS. All interim and final review plans shall include native-format files

(e.g., AutoCAD CAD files) that meet all Government standards. For the current version of required formats, submit requests to usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil Provide native documents (e.g., *.doc, *.xls) along with matching PDF versions.

2.13.1 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.

2.14 ACTIVITY HAZARD ANALYSIS. The Contractor shall check the structures prior to demolition to ensure that the property is vacated. Contractor shall conduct an Activity Hazard Analysis at the site taking into account overhead power lines, underground utilities, and other structures which are not scheduled for demolition.

Contractor shall submit an activity hazard analysis plan prior to starting demolition to the PM. NLT 14-days after award.

2.15 TEMPORARY STRUCTURES. The Contractor shall furnish and erect all temporary site; 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 slit fencing may be necessary at times during some of the project operations.

2.16 DEBRIS REMOVAL AND DISPOSAL. All waste characterization testing shall be performed by laboratories accredited by a recognized laboratory accreditation authority. The contractor shall submit the laboratory’s

Certificate of Accreditation and Scope of Accreditation to the COR no later than 14 days prior to the start of demolition. Laboratories conducting hazardous materials testing must meet all applicable OSHA and EPA requirements. Accreditation must apply to the specific laboratory performing the testing, not solely the corporate office.

The contractor shall provide complete test results, including a statement indicating whether each item tested conforms or fails to conform to specified requirements.

mailto:usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil

Prior to soil removal, the contractor shall perform the following test methods and analytical parameters for every 200 cubic yards of soil to be removed from JBSA:

• RCRA 11 Metals — SW‑7000 series with TCLP extraction

• Organochlorine Pesticides / PCBs — SW‑8080 with TCLP extraction

• Semi‑Volatile Organic Compounds (SVOCs) — SW‑8270 with TCLP extraction

• Volatile Organic Compounds (VOCs) — SW‑8260 with TCLP extraction, including BTEX

• Total Petroleum Hydrocarbons (TPH) Texas Method 1005

• Non‑halogenated Organics — SW‑8015 with TCLP extraction

• Reactivity, Corrosivity, Ignitibility (RCI)

A person who is trained in a manner consistent with the National Emissions Standard for Hazardous Air Pollutants

(NESHAP) and EPA requirements must be present on site when contaminated debris removal and disposal is taking place.

Any contaminated debris collected by the Contractor shall be disposed of at the Contractor’s expense. The

Contractor is responsible for any loads rejected at the disposal site. The Contractor shall identify the location where demolition debris will be dumped and list all state‑licensed or approved private sites that accept clean debris and asbestos. The Contractor shall leave the premises and surrounding streets in a condition that does not create a public nuisance.

2.17 HAZARDOUS TOXIC WASTE. Hazardous, toxic materials or waste such as petroleum products, electrical transformers, tires and known or suspected HazMat 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.

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.

2.18 EXCAVATED SOIL. All excavated soil must be reused on site or removed from the installation at the completion of the project. No permanent stockpiling of soil is authorized. Based on waste characterization performed by the 802 CES/ CEIE which at a minimum will be classified as Type II Non-hazardous Waste; soil must be transported to an approved TCEQ permitted disposal location approved by 8012 CES/ CEIE. Prior to soil removal, contractor shall perform the following test methods and analytical parameters for every 200 Cyd of soil that is to be removed from JBSA:

• RCRA 11 metals (method SW 7000 series, Totals analysis with TCLP extraction).

• Organochlorine Pesticides/Polychlorinated Biphenyl (PCBs) (method SW 8080, total analysis with TCLP extraction).

• Semi-Volatile Organic Compounds (SVOCs) (method SW 8270, with TCLP extraction).

• Volatile Organic Compounds (VOCs) (method SW 8260 TCLP extraction).

• Total Petroleum Hydrocarbons (TPH) (TX method 1005).3

• Reactivity, Corrosivity, Ignitibility (RCI).

Contractor shall submit all analytical results to 802 CES/CEIE for review prior to removal of soil from area specific location.

2.19 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 fill and compact all voids left by the removal of pipe, structures or related elements.

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 runoff does not cause damage to adjacent properties. Fill material shall conform to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A- 2-4, A-2-5 and A-3. In addition, filling materials shall be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than two (2) inches in any dimension.

The contractor shall submit documentation as proof of soil classification NLT 14-days prior to this work phase

(reminder to schedule source location field visit with CES). Compaction of fillings shall match the compaction of adjacent undisturbed material. The entire parcel shall be left in a natural grade, neat, safe and sanitary condition.

2.20 SITE RESTORATION. All areas to be seeded shall contain a minimum of six (6) inches of topsoil. Topsoil shall be natural, fertile, friable, and free of clay lumps, stones, roots, stumps, or other materials two (2) inches or larger. The contractor shall maintain all seeded areas until vegetation is germinated and capable of supporting long‑term, healthy growth and soil stabilization.

Maintenance includes watering, weeding, reseeding, and any actions necessary to keep lawn areas in healthy condition. After germination, any areas lacking a uniform stand of grass shall be reseeded as needed until coverage is satisfactory. Acceptable lawn areas may include minor bare spots no larger than one (1) square foot each and not exceeding 2% of the total area.

All earthworks shall be conducted to minimize exposure of unprotected soils, and side and back slopes shall be protected as soon as rough grading is complete. The Contractor shall restore any damaged turf to its original condition and clean adjacent paved areas upon completion.

2.21 CLOSEOUT DD-1354. The contractor shall submit a form DD-1354 to 802 CES/CENMPR NLT five (5) days upon completion of the project and final acceptance. The contractor shall provide a record of waste generated by NLT 10-days after contract completion.

2.22 PROGRESS REPORTS. The contractor shall submit weekly progress reports to include scheduled updates on

Mondays to include the previous week’s activities. These submissions shall enable the GPOC to assess contractor’s progress.

3. GENERAL INFORMATION.

3.1 HOURS OF OPERATION/FEDERAL HOLIDAYS. All work shall be performed during the normal duty hours, 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 GPOC. The contractor is not required to provide routine services on the following approved holidays:

HOLIDAY NAME HOLIDAY DATE

New Year’s Day 1st of January

Martin Luther King’s Birthday 3rd Monday in January

President’s Day 3rd Monday in February

Memorial Day Last Monday in May

Juneteenth Day 19th of June

Independence Day 4th of July

Labor Day 1st Monday in September

Columbus Day 2nd Monday in October

Veteran’s Day 11th of November

Thanksgiving Day 4th 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 REQUIREMENT. The contractor is responsible for adhering to all applicable security regulations and directives, including those outlined below.

3.2.1 OBTAINING AND RETRIEVING IDENTIFICATION MEDIA. The contractor shall adhere to AFI 10-245, installation security policies, and DAFFARS 5352.242-9000 for base access, ensuring all employees obtain and display ID badges, and acquire necessary personnel/vehicle passes; the Government will provide relevant forms/procedures during the pre-performance conference, after which the contractor is responsible for timely renewals, obtaining IDs for new personnel, promptly returning credentials for departing personnel, and retrieving/returning passes of terminated employees to Security Forces (or notifying them if retrieval fails), with non-compliance potentially resulting in withholding of final payment.

3.3 BASE PASS AND IDENTIFICATION ITEMS. 502 CES/CE5S will ensure contractor personnel and non-

Government vehicles possess either AF Form 75 (Visitor/Vehicle Pass, AFI 31-218) for short-term contracts

(less than one year, including day visits) or a Defense Biometric Identification System (DBIDS) obtained with a valid REAL ID-compliant driver's license or a valid passport (in addition to a standard driver's license), noting that adequate documentation is mandatory for pass issuance.

3.3.1 LISTING OF EMPLOYEES. The contractor shall maintain and provide the GPOC with a current list of employees within three (3) days of contract award. The list shall include employee name, date of birth, state driver’s license/REAL ID number, and state of issue.

The contractor shall provide updates of additions/deletions within three (3) days, including the same information.

The contractor shall provide a 24-hour point of contact to the GPOC for emergency taskings and notify the GPOC of any changes.

3.4 REPORTING REQUIREMENTS. The contractor shall comply with AFI 71-101, Volume 1 (Criminal

Investigations Program) and Volume 2 (Protective Service Matters). Contractor personnel shall report information or circumstances posing a security threat to a GPOC with ample resources, or information.

Contractor employees shall be briefed by Contractor 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.

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 HOT WORK PERMIT. Prior to performing "Hot Work" (welding, cutting, etc.) or operating other flame-producing/spark producing devices, a written permit shall be requested from the JBSA Fire Department.

Coordination with the GPOC will need to be completed in advance.

3.9 ROAD CLOSURE REQUESTS. Road closings will not be permitted without approval. To get approval for a proposed road closure contractor shall submit a Traffic Control Plan (TCP) to the GPOC prior to anticipated need for closure. The Contractor TCP will include each section of road that will be worked on or impacted as a result of this contract. The TCP shall be IAW "Traffic Controls for Street and Highway Construction and Maintenance

Operations" of the latest edition of the "Texas Manual on Uniform Traffic Control Devices." Contractors will provide traffic control signs and barricades for all street widening and extensions. At least one lane of traffic must be maintained at all times. Contact the GPOC to obtain the requirements for the TCP.

3.10 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 (AF RDS) located at the link below. https://afrims.amc.af.mil/rdsseries.cfm.

3.11 AIR FORCE ANTI-TERRORISM PROGRAM. The Anti-terrorism 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 Anti-terrorism measures. IAW AFI 10-245 paragraphs 2.18 and paragraph 2.25, DOD contractors and sub-contractor personnel shall be offered Level 1 - Anti-terrorism

Awareness Training. Anti-terrorism Awareness Training may be accomplished by either a Level I - qualified instructor, or by completing the "Force Protection" computer-based training (CBT) course on the Advanced

Distributed Learning System (ADLS) at https://jkodirect.jten.mil for individuals without access to NIPR, possessing a CAC card, nor enrolled in DEERS. Compliance with the training will be monitored by the COR.

3.12 GENERAL LIABILITY. The contractor shall maintain the following insurance coverage:

• Bodily Injury Liability: Comprehensive policy with a minimum of $500,000 per occurrence.

• Property Damage Liability: Coverage sufficient to protect Government property.

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

4. 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 RFO 52.212-4 (a), Contract Terms and Conditions - Commercial Items, Inspection/Acceptance, will be used to remedy all deficiencies.

PERFORMANCE

OBJECTIVE

DESCRIPTION

PWS

PARAGRAPH

PERFORMANCE THRESHOLD

01 Site Survey Plans

Demolition and Environmental Plans

Accident Prevention Plan (Safety Plan)

Hazardous Waste Management Plan

Materials Testing and Inspections

Quality Control Plan (QCP)

2.4

2.5

2.6

2.7

4.1

No more than one defect for the project.

2 and 3 are part of deliverables.

02 Utilities.

Locate, disconnect, cap and plug all overhead and underground utilities within five (5) feet of the building

2.3 Safe termination complete.

03 Demolition.

Provide all labor, materials, and equipment to demolish the building and surrounding features identified in this PWS, associated attachments, and the

Contractor’s demolition plan

2.2

2.10

Structures are removed IAW PWS. Zero defects

04 Site Restoration 2.20 Site is 100% properly graded and seeded IAW

PWS. Zero defects

05 Closeout DD-1354 2.21 No more than 1 valid defect for the project.

06 Progress Reports 2.22 No more than 1 valid defect per week.

4.1 QUALITY CONTROL PLAN. 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) NLT

14-days after contract award, which ensures the requirements in this PWS are met. The contractor’s superintendent will be the POC to discuss the quality of work specified in this PWS. The contractor’s superintendent shall maintain a continuous physical presence on base and remain available for recall within one hour, unless otherwise approved by the GPOC.

4.2 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 alerted 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.

4.3 QUALITY ASSURANCE. The Government shall inspect and evaluate the contractor’s performance to ensure services are received IAW requirements set forth in this PWS. The COR shall inspect by validating actual work performance, physically checking the attribute of the completed task, checking a management information report, investigating customer complaints, conferring with facility managers, or otherwise inspecting the task or its results to determine whether or not 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 GPOC. Results of the validation then become the official Air Force record of the Contractor’s performance.

When a performance threshold has not been met or contractor performance has not been accomplished, the

GPOC will initiate and provide the Contracting Officer (CO) with 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 them to the CO within 10-days of receipt.

Failing to meet the performance threshold as outlined in the SS for any of these performance objectives in any period shall constitute an immediate Progress Meeting with members of the Multi-Functional Team (MFT).

All remedies shall be IAW the RFO 52.212-4(a), “Contract Terms and Conditions - Commercial Items, Inspection/Acceptance.”

4.3.1 QUALITY ASSURANCE PERSONNEL. The CO will appoint a primary and alternate Contracting Officer

Representative (COR) 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.

4.4 PERIODIC PROGRESS MEETINGS. The CO reserves the right to schedule periodic meetings with the MFT 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.

4.5 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

PHASE 1 – SUBMISSION PERIOD NO LATER THAN (NLT)

Project Roster Once after award, as needed for applicable changes NLT 03-days After Award

Base Pass Spreadsheet Once after award, as needed for applicable changes NLT 14-days After Award

Accident Prevention Plan (Safety Plan) Once after award NLT 14-days After Award

Hazardous Waste Management Plan Once after award NLT 14-days After Award

Hazard Analysis Plan Once after award NLT 14-days After Award

Quality Control Plan (QCP) Once after award NLT 14-days After Award

PHASE 2 – PRE-DEMO PERIOD

Traffic Control Plan If applicable NLT 60-days Prior to starting closure

Asbestos Abatement Plan Once after award NLT 30-days Prior to starting demolition

Certificate & Scope of Accreditation Once after award NLT 14-days Prior to starting demolition

Proof of Fill Soil Classification Once after award NLT 14-days Prior to starting demolition

Demolition Plan Once after award NLT 14-days Prior to starting demolition

State and Local Permits Once after award NLT 10-days Prior to starting demolition

PHASE 3 – DEMOLITION PHASE

Test Results On-going NLT 5-days after each test

Manifests for Disposal of C&D Materials On-going As Needed

HazMat Trip Tickets On-going NLT 10-days after receiving landfill certification

Progress Reports Weekly Each Monday

PHASE 4 – CLOSEOUT PHASE

Record of Waste Generated At contract completion NLT 10-days after contract completion

Closeout DD 1354 At contract completion NLT 5-days after contract completion

ATTACHMENTS:

Atch 1 – B2652 Location Map

Atch 2 – B2652 Utility Layout

Atch 3 – B2652 Demolition Limits

Atch 4 – B2652 HazMat Survey B2652

Atch 5 – B2652 As-Builts for B2652

Atch 6 – B2652 JBSA Environmental Protection Specification Section 01-57-20