Attachment 1 PWS 10 September 2025.pdf

PERFORMANCE WORK STATEMENT

FOR

BUILDING DEMOLITION SERVICES

BLDG.S 2240 - 2244

F.E. Warren Air Force Base, Wyoming

REVISED 10 September 2025

Table of Contents

1. Description of Services

1.1. Basic Services

1.2. Contractor Responsibilities

1.3. Review of Technical Submittals

2. Services Summary

3. Government Furnished Property and/or Services

3.1. Government Furnished Property

3.2. Government Furnished Services

3.3. Government Property Incidental to the Place of Performance

4. General Information

4.1. Quality Control

4.2. Quality Assurance

4.3. Security Requirements

4.4. Physical Security

4.5. Operational Security (OPSEC)

4.6. Anti-Terrorism

4.7. Location/Hours of Operation

4.8. Conservation of Utilities

4.9. Environmental Controls

4.10. Safety Requirements

4.11. Explosives

4.12. Privatized Utility Systems

4.13. Contractor Personnel

4.14. Records

5. Project Information

5.1. Temporary Fueling Facility

5.3. Temporary Sanitation Facilities

5.4. Temporary Fire Protection

5.5. Field Office and Telephone

5.6. Project Sign

5.7. Project Supervision

5.8. Project Meetings

5.9. Field Engineering

5.10. Quality Control and Inspections

5.11. Barricades, Fencing, Warning Signs, and Road Closures

5.12. Restoration of Property

6. Requirements for the Project

6.1. Digging Near Trees

6.2. Digging Permits and Excavation

6.3. Welding, Cutting and Brazing Permits

6.4. Spill Prevention and Response

6.5. Disposal and clean up

6.6. Acceptance of Work

6.7. Transfer and Acceptance of Military Real Property

6.8. Asbestos and Lead Testing Reports

6.9. Existing Drawings

7. Appendices

Appendix A – Publications/Instructions

Appendix B – Asbestos and Lead Test Reports

Appendix C – Existing drawings

1. Description of Services.

The contractor shall provide all management, tools, supplies, equipment, and labor necessary to perform Demolition services at F.E. Warren Air Force Base, Wyoming, in accordance with all applicable federal, state, local laws and regulations and this performance work statement (PWS). The Contractor shall perform the following:

BASE BID: Demolish Bldgs. 2242, and 2243. Bldg. 2242 is approx. 21 feet wide x 34 feet long, including an 8’ deep concrete porch. Building 2243 is approx. 27’-6” wide x 51’-6”. Contractor to field verify. Buildings 2242 and 2243 are located at the northwest corner of the intersection of Rogers Road and Central Avenue. (See Figure 1 for project site location). Contractor to field verify existing conditions, dimensions and quantities before bidding. The Government would like the contractor to salvage and turn over all metals that are demolished, including copper, aluminum, steel, etc., and deliver to the Base recycling yard at the south end of the Base. Asbestos and lead abatement are part of this contract and are the contractor’s responsibility. Base Bid acceptance by the government is contingent upon funding availability. The existing drawings label Bldg. 2242 as 602 and Bldg. 2243 as 603.

BID OPTION 1: Demolish Buildings 2240, and 2241. These buildings are approximately 21 feet wide x 34 feet long, including an 8’ deep concrete porch. Buildings 2240 and 2241 are located at the northwest corner of the intersection of Rogers Road and Central Avenue. (See Figure 1 for project site location).

Contractor to field verify existing conditions, dimensions and quantities before bidding. The Government would like the contractor to salvage and turn over all metals that are demolished, including copper, aluminum, steel, etc., and deliver to the Base recycling yard at the south end of the Base. Asbestos and lead abatement are part of this contract and are the contractor’s responsibility. The Government may or may not accept Bid Option 1. The existing drawings label Bldg. 2240 as 600 and Bldg. 2241 as 601.

BID OPTION 2: Demolish Bldg. 2244. Bldg. 2244 is similar in size and construction to Bldg. 2243. Building 2244 is located at the northwest corner of the intersection of Rogers Road and Central Avenue. (See Figure 1 for project site location). Contractor to field verify existing conditions, dimensions and quantities before bidding. The Government would like the contractor to salvage and turn over all metals that are demolished, including copper, aluminum, steel, etc., and deliver to the Base recycling yard at the south end of the Base. Asbestos and lead abatement are part of this contract and are the contractor’s responsibility. The Government may or may not accept Bid Option 2. The existing drawings label Bldg. 2244 as 604.

If funding is not available, the government may cancel entire project without any penalty to the government.

1.1. Basic Services. (Typical for Base Bid and Bid Options 1 & 2)

The Contractor shall provide all management, tools, supplies, equipment, and labor necessary to perform demolition services of Buildings at F. E. Warren Air Force Base, Wyoming, in accordance with all applicable federal, state, local laws, regulations and safety requirements in this Performance Work Statement (PWS). These are single-story structures. The exterior walls are constructed atop reinforced concrete foundation walls. There is a crawl space under the elevated concrete floor slabs. The exterior walls are masonry construction. The roof construction of these buildings consists of steel angle roof trusses and corrugated asbestos roofing. The ceiling construction consists of steel ceiling joists and corrugated asbestos ceiling panels. The Government does not wish to salvage the corrugated, asbestos ceiling panels. The buildings are currently being used for storage. The Government will remove all items they want to keep, prior to the site visit. Remainder of what is left shall become property of the Contractor and shall be removed from the Base. The Government does want to keep all metals, including copper, aluminum, steel, etc., demolished from the site as indicated above. The contractor shall deliver all salvaged metals to the Base recycling yard at the south end of the Base. The government has some original existing drawings for contractors to review prior to bidding. The government does not guarantee the drawings are accurate as-built drawings. Existing drawings are dated between 1927 and 1941.

Contractor shall verify the accuracy of existing drawings. The contractor shall demolish foundation walls and other below-grade construction, including concrete foundations, footers, slabs and pavements. The contractor shall completely fill below-grade areas and voids resulting from the demolition. Demolition of underground utilities serving Buildings including, sewer, potable water, and natural gas services) to the nearest manhole, or other junction as applicable. The contractor shall verify all underground utility locations. The contractor shall notify High West Energy regarding any required electrical demolition. The contractor shall provide structural fill and compact all new structural fill to 90% of the Standard Proctor density upon completion of building demolition. Provide 4” of topsoil and seed to match existing adjacent prairie grass. Grade to match existing adjacent grade and provide positive drainage from site.

1.1.1. The contractor shall obtain dig permits and provide any other special permits and licenses that may be required.

1.1.2. Provide a schedule of demolition to the contracting office and the Construction Management Inspector (CMI) before the start of work.

1.1.3. Protect the existing, adjacent property. Properly remedy all damage or loss that occurs.

1.1.4. Contractor’s employees shall park in areas assigned by the Construction Management Inspector (CMI).

Figure 1

Project Site

N

1.1.5 Abatement.

Completely abate all lead and asbestos-containing material (ACM). The Government has performed asbestos and lead testing on both buildings and reports are attached to this solicitation. The contractor will need to work closely with an asbestos abatement contractor during demolition of buildings. See 01 57 19 Environmental Protection Mar. 2024 and CAL 19063874AG 17 Jun 2019 for details. If any suspicious materials are encountered that have not been tested, those materials shall be tested before being disturbed.

1.2. Contractor Responsibilities.

1.2.1 Truck hauling on base: The contractor shall be responsible for covering open-bodied vehicles transporting sand, gravel, fill materials, dirt, construction debris, rubble, or other material which may become airborne and create air pollution on the installation. Alternate means, approved by the CO, may be employed to achieve the same results as would covering.

1.2.2 Severe Weather Requirements: When severe weather has been anticipated for the area in which demolition is being performed, the Contractor shall immediately take action to tie down, or otherwise secure, structures, materials, and equipment on the job site that could become hazards because of strong surface winds, thunderstorms, or other weather-related conditions. These requirements are applicable 24 hours a day, seven days a week.

1.2.3 Physical Security: Upon start of the demolition, it is the responsibility of the Contractor to provide for the physical security of the building to be demolished, maintain area debris removal, and provide for community safety. Demolition and clean up shall be completed by the contract completion date.

1.2.4 The Government assumes no responsibility for actual conditions of the structures to be demolished. Conditions existing at the time of inspection for pricing purposes will be maintained by the Government insofar as possible. However, variations within the structures may occur.

1.2.5 Damages: The Contractor will promptly repair damage caused to adjacent facilities by demolition operations at no additional cost to the government. The Government reserves the right to inspect repair work by the contractor. The contractor will be required to repair damages caused by the demolition to the government’s satisfaction.

1.3. Review of Technical Submittals

1.3.1. Review of Technical Submittals by the Government will not be construed as a complete check, but indicates only that the submittals are in general conformance with the design concept and with the information given in the Contract Documents. This approval shall not relieve the Contractor from responsibility for errors and omissions. The Contractor is responsible for field measurements, dimensions, design of adequate connections, details, fabrication processes, and the means, methods, techniques, and procedures for satisfactory installation.

2. Services Summary.

The contractor service delivery requirements are summarized into performance objectives that relate directly to standards of performance required to meet mission essential needs. For the Performance Objective to be met, service delivery must be in substantial compliance with applicable performance standards. The Performance Threshold describes the minimum overall levels of service delivery required for acceptable quality control. Failure to meet these Performance Thresholds means that contractor Quality Control is unacceptable. The following is a list of the key performance objectives that will be verified as contractually compliant by Government personnel; however, inspection of any contract requirement is authorized.

Performance Objective PWS Para. Performance Threshold

SS-1: Perform building demolition services.

1.1, 1.2, 4.11, 4.1.2, 4.6, 4.7

Zero deficiencies.

100% of building is demolished IAW this PWS and all applicable laws and regulations.

SS-2: Disconnect and secure utility lines/feeds.

1.1, 6.2, 6.3.2, 6.3.3

Zero deficiencies.

100% of all utilities feeding the demolished facility are capped and secured IAW IBC and NFPA code regulations.

SS-3: Restore demolished site and surrounding areas to natural and/or original condition.

1.1, 4.13, 6.3 Zero deficiencies.

100% of building area is properly graded and surrounding areas are restored to previous condition. 100% of site is properly graded and 4” of topsoil is added and seeded at disturbed areas. Match existing adjacent grade and grass.

SS-4: Prepare/submit required (plans/documents).

Appendix C Zero deficiencies.

100% of the required documentation is properly prepared and submitted to the CO within the timeframe listed in the

PWS.

3. Government Furnished Property and/or Services

3.1. Government Furnished Property.

3.1.1. None

3.2. Government Furnished Services.

3.2.1. Utilities. The Government will furnish the electricity, water, and sewage services (as necessary) for the accomplishment of service IAW this PWS. Coordinate work to cause minimal disruption for occupants of adjacent buildings and facilities.

3.3. Government Property Incidental to the Place of Performance.

3.3.1. None

4. General Information.

4.1. Quality Control.

The contractor is required to control the quality-of-service delivery and offer to the Government for acceptance only services which conform to contract requirements. The overall control of quality must meet the specified performance thresholds for each requirement in the Services Summary.

4.1.1. Quality Control Plan

The contractor shall develop and maintain a quality control plan (QCP) to ensure demolition operations provide a continuous, cost-effective, and efficient operation. The contractor shall develop and implement procedures to track, identify, prevent, remedy, and ensure non-recurrence of defective services. As a minimum, the contractor shall develop quality control procedures addressing the areas identified in para.

4 General Information. The contractor’s QCP shall be submitted to the CO within 10 business days after contract award. The plan must be satisfactory to the Government within 30 calendars for it to be accepted and implemented.

4.2. Quality Assurance

The Government will evaluate the contractor’s performance to ensure services are received. The Government COR will evaluate the contractor’s performance through on-site inspections and receipt of customer complaints. The Government will inspect each task as completed. The Government will investigate complaints received from customers. The Government COR shall make final determination of the validity of customer complaint(s) in cases of disagreement with customer(s). Remedies for non-conforming services will be resolved IAW the applicable Inspection/Acceptance clause attached within the contract.

4.2.1. The Contracting Officer’s Representative (COR) is the authorized Government representative(s) who will perform assessments of the contractor’s performance. After the contract award, the identity of the COR(s), with a letter defining their duties and authority will be promptly furnished to the successful bidder/offeror.

4.2.2. The COR(s) will inform the contract manager when discrepancies occur and will request corrective action. The COR(s) will make a notation of the discrepancy on their surveillance checklist with the date and time the discrepancy was noted and will request the contract manager (or authorized representative) to acknowledge the discrepancy.

4.2.3. Any matter concerning a change to the scope, prices, terms, or conditions of this contract shall be referred to the Contracting Officer and NOT to the COR(s).

4.2.4. The services to be performed by the contractor during the period of this contract shall always be subject to review by the Contracting Officer or authorized representative(s).

4.3. Security Requirements.

The contractor shall be responsible for all passes issued to their employees under this contract.

Applications shall be coordinated by the Contracting Officer or designated representative. At the time of application, Security Forces will conduct a background check on employees. Upon termination of employment or contract completion, the contractor shall be responsible for returning identification cards/base passes to Security Forces within 24 hours.

4.3.1. REAL ID-Compliant Identification.

IAW DoDM 5200.08V3_DAFMAN 31-101V3_DAFGM 2024-01, Installation Perimeter Access Control. Base access and Common Access Cards (CAC) requests will require REAL ID-Compliant identification for Base access and CAC creation. Failure of the vendor to ensure personnel have REAL ID-compliant identification will result in denial of Base access and CAC requests.

4.4. Physical Security.

The contractor shall be responsible for safeguarding all Government property provided for contractor use. At the close of each work period, Government facilities, property, and materials shall be secured.

4.5. Operational Security (OPSEC).

The contractor shall adhere to the minimum requirements in support of this requirement. All contractors, subcontractors, their employees, associates, and consultants who have access to critical information and indicators must comply with the Air Force-sponsored Operations Security (OPSEC) program. OPSEC is an information-related capability that preserves friendly essential secrecy by using a process to identify, control, and protect critical information and indicators. If critical information and indicators are disclosed, it could allow adversaries or potential adversaries to identify and exploit friendly vulnerabilities leading to increased risk to mission failure or the loss of life. The desired effect of OPSEC is to influence the adversary’s behavior and actions by reducing the adversary’s ability to collect and exploit critical information and indicators about friendly activities.

4.6. Anti-Terrorism

4.6.1. Notification: If the Contractor (contract employees/subcontractors) identify any suspicious activity, they shall contact the Base Defense Operations Center (BDOC) at 307-773-3501 (On-installation)/Missile Security Control (MSC) at 307-773-2701 (Off-installation) and notify the CO and COR (if appointed) that they contacted the BDOC and/or MSC.

4.6.2. Training. Contractor employees that require routine physical access to a Federally-controlled facility or military installation shall complete Level I antiterrorism awareness training within 30 days of requiring access and annually thereafter and send a copy of their employees’ training certificate(s) to the CO and COR (if assigned). Training is located at Joint Knowledge Online (JKO) website:

https://jkodirect.jten.mil/Atlas2/page/login/Login.jsf

4.7. Location/Hours of Operation.

4.7.1. Location. Place of performance is FE Warren AFB WY.

4.7.2. Normal Hours of Operation.

Normal working hours for the Contractor will be 7:30 a.m. to 4:30 p.m. excluding Saturdays, Sundays, and Federal holidays (see Para 4.4.3.). Notify the Contracting Officer three days in advance if work is desired during other time periods. The contractor may work, with prior approval of the Contracting Officer and availability of inspectors, extended hours to ensure timely completion of work at no additional cost to the https://jkodirect.jten.mil/Atlas2/page/login/Login.jsf

Government. All work shall begin within ten days after receipt of the Notice to Proceed.

4.7.3. Recognized Holidays. The contractor is not required to provide service on the following days, unless otherwise noted:

• New Year's Day (January 1).

• Birthday of Martin Luther King, Jr. (Third Monday in January).

• Washington's Birthday (Third Monday in February).

• Memorial Day (Last Monday in May).

• Juneteenth National Independence Day (June 19).

• Independence Day (July 4).

• Labor Day (First Monday in September).

• Columbus Day (Second Monday in October).

• Veterans Day (November 11).

• Thanksgiving Day (Fourth Thursday in November).

• Christmas Day (December 25).

If the holiday falls on Saturday, it is observed on Friday. If the holiday falls on a Sunday, it is observed on Monday.

4.7.4. Performance Period.

The period of performance (PoP) shall be ninety (90) calendar days for complete demolition of the two buildings. If Bid Option 1 is accepted by the government, the total PoP shall be 150 calendar days, and if Bid Option 2 is accepted by the government, the total PoP shall be 180 calendar days for demolition of all 5 buildings.

4.7.5. Emergency Services. On occasion, services may be required to support an activation or exercise of contingency plans outside the normal duty hours described above. The contractor shall always cooperate with the Government.

4.8. Conservation of Utilities.

The contractor shall instruct employees in utilities conservation practices. The contractor shall be responsible for operating under conditions which prevent the waste of utilities.

4.9. Environmental Controls.

4.9.1. Compliance with Laws and Regulations. The contractor shall be knowledgeable of and comply with all applicable Interstate, federal, state, and local laws, regulations, and requirements regarding environmental protection, to include Section 01 57 19.05 32, Environmental Protection. In the event environmental laws/regulations change during the term of this contract, the contractor is required to comply as such laws come into effect. If there is an increase or decrease in cost because of the change, the contractor shall inform the CO pursuant to notice requirements and negotiate a modification to the contract.

4.9.2. Notification of Environmental Spills. If the contractor spills or releases any substance contained in 40 CFR 302 into the environment, the contractor or its agent shall immediately report the incident to the F.E. Warren AFB Fire Dept at 911 (landline) or 307-773-2931 (cell phone). The liability for the spill or release of such substance(s) rests solely with the contractor and its agent.

4.9.3. Hazardous Material (HM). If hazardous materials will be used in the execution of this contract, the contractor shall comply with all federal, state and local regulations concerning the use, storage, and reporting of HM in accordance with DAFMAN 32-7002, Environmental Compliance and Pollution Prevention. The contractor shall be required to obtain authorization per the Installation Hazardous Materials Management Program before ordering or purchasing any hazardous product and may not bring a HM onto F.E. Warren AFB property, nor use a HM, until the contractor receives all required authorizations. This authorization process may take up to three weeks. The contractor shall provide the information listed in Attachment 1 of Section 01 57 19.05 32 to request authorization for all hazardous materials proposed for use on FE Warren AFB or the missile field.

4.9.4. Green Procurement Program (GPP). In performance of this contract, contractors shall use Environmental Protection Agency (EPA) designated recycled content products, Information Technology (IT) Energy Star products/appliances, Federal Energy Management Program (FEMP) Designated Energy Efficient Low Stand By Power products/appliances, U.S. Department of Agriculture (USDA) Bio based/Bio preferred products, Environmentally preferable products, Electronic Product Environmental Assessment Tool (EPEAT) registered products, Water Sense or other water efficient products, non- or Low Ozone depleting substances under the Significant New Alternatives Policy (SNAP), non or Low toxic or hazardous constituents (e.g. non-VOC paint) and any other environmentally sustainable product/method, to the greatest extent possible.

4.9.5. Refuse Disposal, Recycling, and Clean up.

4.9.5.1 The costs of refuse disposal, such as handling, transportation, dumping fees as applicable, and other similar costs, shall be included in the contact price. All demolition items removed from the site for disposal shall be disposed of off base. Demo debris, refuse and/or recyclables leaving the base shall be tracked and must be reported, through submission. Information to be included consists of date removed from Base, location debris is removed from (Bldg #), Where it is being transported to, the amount of debris (Tons), Cost for disposal, type of debris, Is debris being recycled, is debris being returned to Base as recycled material, is material remaining on Base to be recycled.

4.9.5.2 The Contractor shall remove from the site accumulated debris, rubbish, and other materials resulting from the demolition operation as needed to ensure no trash or debris is blowing out of the dumpster.

4.9.5.3 The Contractor will not be permitted to deposit refuse in existing garbage cans or refuse dumpsters. The Contractor shall be required to provide and maintain their own containers.

4.9.5.4 Daily site cleanup shall be accomplished by the Contractor. This cleanup shall include the placing of demolition materials in a neat and orderly arrangement on the job site. Equipment and materials must not block access to the existing facilities. Rubbish, debris, rubble, and garbage shall be disposed of in a refuse container daily. Any routes on the installation that are used by the contractor for moving their equipment shall remain free from dirt and mud.

4.9.5.5 The Contractor shall perform all removal operations in accordance with all federal, state, regional, and local regulations, standards, codes, and specifications.

4.9.5.6 Burning of combustible materials from demolished structures will not be permitted.

4.9.5.7 Refer to attached Environmental Protection spec section 01 57 19.05 32, section 5.4 for required Storm Water Discharge Permit for Construction Activities.

4.10. Safety Requirements.

4.10.1. In performing work under this contract, the contractor shall:

4.10.1.1. Conform to the safety requirements contained in the contract for all activities related to the accomplishment of the work. Comply with the rules, regulations, standards, and requirements of the Dept. of Defense (DoD), Wyoming Dept. of Environmental Quality (DEQ), EPA and OSHA regarding disturbing, removing, and disposing of hazardous materials including, but not limited to asbestos, lead-based paint, pigeon droppings, bat excrement and other hazardous materials.

4.10.1.2. Record and report promptly (within one hour), to the contracting officer or designated COR, all available facts relating to each instance of damage to Government property or injury to either contractor or Government personnel.

4.10.1.3. All demolition sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in work stoppage at the expense of the contractor.

4.10.1.4. In the event of an accident/mishap, take reasonable and prudent action to establish control of the accident/mishap scene, prevent further damage to persons or property, and preserve evidence until released by the accident/mishap investigative authority through the CO.

4.10.2. Safety and Health Plan.

The contractor shall submit a safety and Health Plan and corresponding site safety checklist to the CO within 10 business days after contract award or any contract modification that affects personnel safety and health. This requirement includes preparing, implementing, and maintaining a confined space program (if applicable). The contractor’s plan shall include appropriate measures to ensure the contractor reacts promptly to investigate, correct, and track alleged safety and health violations and/or uncontrolled hazards in the contractor work areas.

4.10.3. All demolition sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in work stoppage at the expense of the contractor.

4.10.4. In case of an emergency, the Base Fire Department, Security Police, or their representative shall have the authority to order the contractor to terminate work and clear the area of personnel and equipment. The contractor shall comply to an order with all possible speed.

4.11. Explosives. There will be no explosives used on this project.

4.12. Privatized Utility Systems.

4.12.1. The electrical distribution utility system at F.E. Warren Air Force Base has been sold to High West Energy (“System Owner”) as part of the USAF Utilities Privatization (UP) effort. Therefore, the System Owner is the sole provider of these utility services to the installation and should be viewed just like any other local utility Contractor.

4.12.2. This paragraph has been deleted.

In no event shall the Contractor cap, connect to, or otherwise touch the System Owner’s infrastructure without the System Owner’s express written permission. This also applies in the event of a utility strike involving the System Owner’s infrastructure.

4.12.3. System Owner Office Hours:

• Monday thru Thursday, 7:30am – 5:00pm MST

4.12.4. If the Contractor requests the System Owner’s efforts outside of the above identified business hours, additional costs may be incurred by the Contractor due to the scheduling of the request.

For a non-emergency, the System Owner may be contacted at:

• Project Manager – Will Washburn – High West Energy o 307-365-6458

• HWE Main Office o 6270 CR 212, PO Box 519

Pine Bluffs, WY 82082 o 307-245-3261

For emergencies or utility strikes involving the System Owner’s infrastructure, please follow standard procedures identified on the Dig Permit Request Checklist.

4.13. Contractor Personnel.

4.13.1. Contract Manager: the contractor shall provide a contract manager who shall be responsible for the performance of the services. The name of the contract manager shall be provided to the CO in writing prior to the beginning of the first performance period. The contract manager must be able to read, write, speak, and understand English.

4.13.1.1 The contract manager shall have full authority to act for the contractor on all contract matters relating to daily operations of this contract.

4.13.2. Contractor Employees: the contractor shall not employ persons for work on this contract if such employee is identified to the contractor by the CO as a potential threat to the health, safety, security, general well-being or operational mission of the installation and its population.

4.13.2.1. Contractor personnel shall present a neat appearance and be easily recognized as contractor employees. This may be accomplished by wearing distinctive clothing bearing the name of the company or by wearing appropriate badges, which contain the company name and employee name in English.

4.14. Records. The contractor shall be responsible for creating, maintaining, and disposing of only those government required records that are specifically cited in this PWS or required by the provisions of a mandatory directive listed in applicable appendices. Applicable Publications and Forms. If requested by the Government, the contractor shall provide the original record, or a reproducible copy of any such record within five working days of receipt of the request.

5. Project Information.

5.1. Temporary Fueling Facility.

Not applicable

5.2. Temporary Utilities.

5.2.1 The Government will furnish utilities (water and electricity) to the contractor at no cost from existing points of connection, where available.

5.2.2 All costs of making connections and extensions shall be paid by the Contractor.

5.3. Temporary Sanitation Facilities.

The Contractor shall provide self-contained sanitary toilets at the location determined by the CMI.

5.4. Temporary Fire Protection.

The contractor shall provide and maintain temporary fire extinguishers as determined adequate by the Base Fire Department.

5.5. Field Office and Telephone.

A Field office is not required.

5.6. Project Sign.

Project signage is NOT permitted.

5.7. Project Supervision.

5.7.1. The contractor shall provide a competent superintendent for the project. This person, or a designated representative, must be readily available when not at the project site. Each subcontractor shall maintain a competent foreman or representative on the job when work is in progress for their portion of the contract. Together, they shall cooperate and be responsible for the proper and timely layout, coordination, demolition and completion of the work.

5.7.2. Each trade shall lay out and perform its work at such a time and manner to avoid delay or interference with other work. Anticipate and resolve conflicts before work begins. Submit questions through the prime General Contractor to the Contracting Officer or authorized representative for resolution before proceeding with the work in question.

5.8. Project Meetings.

The contractor shall conduct coordination/progress meetings at the project site as necessary.

Attendees shall include the CMI, any other necessary Government Representatives, subcontractors and others concerned with project progress, coordination or performance. These representatives shall be familiar with the project and authorized to conclude matters relating to coordination and progress.

5.9. Field Engineering.

The Contractor shall grade site to ensure positive drainage.

5.10. Quality Control and Inspections.

5.10.1 The services to be performed by the Contractor during the period of this contract shall (at all times and places) be subject to review by the Contracting Officer and CMI. Any matter concerning a change to the scope, prices, terms or conditions of this contract shall be referred to the Contracting Officer and NOT to the CMI.

5.11. Barricades, Fencing, Warning Signs, and Road Closures.

5.11.1. Contractor shall erect barricades, safety barriers, barrels, fencing, signs, warning lights, flagging, flag persons and devices as appropriate to control traffic and to warn and protect the workmen, users, occupants, and the public. All signs shall be professional quality. Comply with the latest edition of

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

5.11.2. Contractor may use the existing 6’ high chain link fence that surrounds all five of the ammo storage buildings 2240, 2241, 2242, 2243, and 2244, as a security fence during demolition of Buildings.

Buildings will be vacated by the Government.

5.11.3. Contractors shall barricade and lock doors and place warning signs when doors open onto/into hazardous work areas or when overhead work is occurring (such as roofing or eave and gutter work).

Coordinate with the Fire Dept. (90CES/CEF – (307)-773-2931) to assure that adequate egress is maintained.

5.12. Restoration of Property.

5.12.1. The contractor shall promptly remedy all damage or loss resulting from activities or operations under this contract. Restore equivalent to original conditions.

5.12.2. Contractors shall restore disturbed areas to a condition equivalent to or better than which existed previously.

5.12.3. The contractor shall protect tree roots during trenching where applicable.

6. Requirements for the Project.

6.1. Digging Near Trees

6.1.1 Where applicable, Contractor shall avoid digging near trees to minimize root damage. Stay at 15 ft. from the center of large trees (36” diameter or larger at 4 ft. above the ground), 12 ft. from 24” to 36” diameter trees, 10 ft. from 18” to 24” diameter trees, 8 ft. from 12” to 18” diameter trees, and 5 ft. from trees under 12” in diameter. Coordinate with COR.

6.1.2 Utility lines, wherever possible shall be cut, capped, and abandoned in place, if, in the opinion of the Contracting Officer, they do not create a safety hazard. The Contractor shall notify High West Energy regarding any electrical work that may be required. Gas and water lines shall be cut off and capped at the main where the main remains active. Backfill excavations with suitable material, compact, and patch street with asphaltic concrete. When the water or gas main will be abandoned, the service lines may be cut off and capped within 5 ft. of the building line. All sewer lines shall be cut off and capped below ground level outside the foundation line, but within 5 ft. of the building line and shall be left to not create a safety or health hazard. All abandoned lines of whatever type encountered during demolition or construction activities shall be cut and capped.

6.1.3 The Contractor shall ensure that only licensed and certified electricians and plumbers perform work on the utilities. Coordinate with the CMI and with utility companies as required.

6.2. Digging Permits and Excavation

6.2.1. A “Digging Permit” is required for all types of excavation, digging and borings regardless of depth.

Make application on a “Base Civil Engineering Work Clearance Request”, DAF Form 103, through the Civil Engineer Customer Service Office, (90 CES/CEOC), Bldg. 318, 307-773-3175, at least two (2) weeks before work will begin. Permits must be renewed every two (2) weeks.

6.2.2. Only hand digging is permitted within 5 feet of communication lines.

6.2.3. The Contractor shall perform all excavation. During excavation, materials suitable for backfilling shall be piled in an orderly manner, a sufficient distance from the banks to avoid overloading and to prevent slides or cave-ins. Topsoil shall be removed and piled separately for use in the finished grading the grounds. Unless otherwise specified on the drawings or as directed by the Contracting Officer, all excavated materials not suitable for backfill shall be removed from the site at the Contractor’s expense.

Grading shall be done as may be necessary to prevent surface water from flowing into excavations. Any water accumulation therein shall be removed by pumping or by other approved methods. Sheeting and shoring shall be done as may be necessary for the protection of the work and for the safety of the personnel.

6.2.4. Excavation for all footings, foundation walls and concrete slabs shall be to the depth as to accomplish complete removal.

6.2.5. Filling Voids.

6.2.5.1. The Contractor is responsible for obtaining additional acceptable and uncontaminated fill and topsoil as required from an off-base source.

6.2.5.2. The Contractor shall completely fill below-grade areas and voids resulting from demolition of structures. Use satisfactory soil materials as defined in the ASTM, consisting of stone, gravel, and sand free from debris, trash, roots, and other organic matter. The top four (4) inches of fill is to be imported topsoil.

6.2.5.3. Prior to the placement of fill materials, the Contractor shall ensure that areas to be filled are free of standing water, trash, and debris.

6.2.5.4. The Contractor shall place fill materials in horizontal layers not exceeding six (6) inches in loose depth. Compact each layer at optimum moisture content of a fill material to a density equal to original adjacent ground, but not less than 90% density (95% density required under asphalt and header curb) when tested in accordance with ASTM. The Contractor shall submit the results of this test to the CMI.

6.2.5.5. After fill placement and compaction, the Contractor shall grade the surface to meet adjacent contours and to provide flow to surface draining structures. Place 4” of topsoil and seed to match existing adjacent.

6.3. Welding, Cutting and Brazing Permits.

6.3.1. A permit is required for any welding, torch cutting, sweating, brazing, or similar operation using an open flame. Make application on DAF Form 592 through the Base Fire Department (90 CES/CEFT), Bldg.

332. Permits must be renewed each month. Fire extinguishers must be on hand during these operations.

6.3.2. The Contractor shall comply with NFPA 51B (2019 edition).

6.4. Spill Prevention and Response.

6.4.1. The Contractor shall develop a plan for spill prevention and for spill detection, reporting, containment, clean up and disposal. A manifest indicating proper disposal is required. All workers shall be familiar with this plan.

6.4.2. The Contractor shall submit a copy of this plan to the CMI for approval by Base Environmental (90 CES/CEA) within 5 days of receipt of notice to proceed.

6.5. Disposal and clean up.

6.5.1. The Contractor shall remove all debris, waste and surplus materials from the immediate work areas each day and from the premises at suitable intervals and at the final completion of the project.

Disposal shall be at an off-base location at an established landfill or other site approved for the type of material being removed. Burning or burial at the project site are not acceptable disposal methods. If all 5 buildings are demolished and upon completion of all work, the contractor shall demolish all 6’ high chain link fencing from around the perimeter of the site. If some buildings are not demolished, the contractor shall not demolish the fence. Protect the fence from damage during the work.

6.5.2. When materials are hazardous, dangerous or unsanitary, the Contractor shall handle separately from other waste and place in appropriate containers. The Contractor shall provide evidence that all required permits and arrangements for transportation and disposal have been obtained. The Contractor shall provide evidence that the disposal landfill is EPA-approved. The Contractor shall provide a copy of the letter from the landfill operator agreeing to accept the waste and documentation regarding proper disposal including waste manifests and landfill receipts.

6.5.3. Contractor shall rake clean other exterior ground surfaces.

6.5.4. Materials resulting from demolition work, except as otherwise specified, shall become the property of the Contractor and shall be disposed of as specified herein.

6.6. Acceptance of Work.

No work shall be accepted without a final inspection. A final inspection may be made of the contract work as a whole or, when provision is made for progressive completion, or each successive portion as it reaches the appropriate stage. The inspection must find no deficiencies other than a punch list item or items awaiting seasonal opportunity to complete.

6.7. Transfer and Acceptance of Military Real Property.

The Contractor shall coordinate with government representative to provide information required to complete DD Form 1354, “Transfer and Acceptance of Military Real Property” to the Contracting Officer upon project completion. Indicate cost and quantity data for certain materials and systems. Comply with the requirements of the Base Real Property Office, 90 CES/CEACR, 307-773-3101. Blank DD Form 1354, instructions and a list of specific materials and systems will be furnished to the Contractor.

6.8. Asbestos and Lead Testing Reports

The Government has completed asbestos and lead testing on Bldgs. 2242 and 2243. The reports are attached as appendix D. The contractor will need to work closely with the asbestos abatement contractor during demolition. The demolition contractor will be responsible for procuring the asbestos abatement contractor as part of his contract.

6.9. Existing Drawings

The Government has attached existing available drawings of the buildings. The government cannot guarantee accuracy of existing drawings. They are attached for reference only for the contractor to use. The contractor must verify the accuracy of drawings. Existing Drawings are attached as Appendix E.

7. Appendices

A. Publications/Instructions

B. Asbestos and Lead Test Reports

C. Existing drawings

Appendix A – Publications/Instructions

Publication/Instruction /Name

Date Applicable

Paragraph/Chapter PWS Paragraph

Section 01 57 19.05 32, Environmental Protection

03/2024 Entire Document Applicable

PWS Para. 4.9.1

DoDI 3020.41, Operational Contract Support *

20 Dec 2011 Para 2c. PWS Para 4.10

DAFMAN 32-7002,

Environmental Compliance and Pollution Prevention

12 Jun 2025 Entire Document Applicable

PWS Para. 4.9.3

Publication available at:

*http://dtic.mil/whs/directives/corres/pdf/302041p.pdf http://dtic.mil/whs/directives/corres/pdf/302041p.pdf

Appendix B – Asbestos and Lead Test Reports

Appendix C – Existing drawings