(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

47PD5526R0046

PBS Office of Acquisition Management/Acquisition Project Delivery Contracting Division West/Contracting Branch E 1800 F Street NW Washington , DC 20405 USA

Piegan LPOE Housing Complex Parking Garage Building

Important dates:

Pre-proposal meeting will be held onsite on 09/03/26 @ 1:00PM MST. You will need to RSVP by 08/31/26 to myself(john.morelion@gsa.gov) and Kevin Spruell(kevin.spruell@gsa.gov).

Request for Information (RFI) due -09/10/26 GSA will try to respond to RFI's by 09/17/26 Offers are due 09/30/26 by 4:30PM MST.

PQCE

PBS Office of Acquisition Management/Acquisition Project Delivery Contracting Division West/Contracting Branch E 1800 F Street NW Washington , DC 20405 USA

EQPXAGC-26-0013

PQCE

John Morelion 817-978-0202

1 38/12/2026

9/30/2026

4:30 AM (MST)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

10 U.S.C. 2304(c) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

PQCE

PBS Office of Acquisition Management/Acquisition Project Delivery Contracting Division West/Contracting Branch E 1800 F Street NW Washington , DC 20405 USA

PBS PAYMENTS BRANCH -https://finance.ocfo.gsa.gov/

P.O. BOX 17181

https://finance.ocfo.gsa.gov/

FORT WORTH, TX 76102-0181 USA

John Morelion

PAGE

GENERAL SERVICES ADMINISTRATION

OF

ITEM NO.

(a)

SUPPLIES OR SERVICES

(b)

QUANTITY

ORDERED

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

0001 __________

BABB, MT 59411-0000

specifications

Place of Performance: US HWY 89 AT CAN BDR NEW PORT BUILDING

Construct 7-bay garage structure according to plans and

PoP: 10/15/2024 - 04/13/2027

Construction

Contract Type: Firm Fixed Price

PSC: Z2AA -- REPAIR OR ALTERATION OF OFFICE BUILDINGS

LS

Deliverable

U.S. General Services Administration

Public Buildings Service

Statement of Work for Construction Services

PROJECT IDENTIFICATION

Project Title: Piegan LPOE Housing Complex Parking Garage

Building: Piegan CBP Housing Complex

Building ID : MT0551AE

Building Location: 5023 US Highway 89 N.

Babb, MT 59411

Project Control Number:

GSA Work Items:

Kahua Number:

SOW Author: Kevin Spruell

Construction Services Statement of Work, V8.0 Piegan Parking Garage, Piegan LPOE, MT0551AE

May 27, 2026 2 of 28 Back to Top

TABLE OF CONTENTS

1. PROJECT INFORMATION 4

1.1. PROJECT SUMMARY 4

1.2. PROJECT BACKGROUND 4

1.3. CONTRACT TYPE 4

1.4. DELIVERY TYPE 4

1.5. PROJECT OBJECTIVES 4

1.6. PROJECT SCHEDULE 5

2. SCOPE OF WORK 5

2.1. PROJECT REQUIREMENTS 5

2.2. PROJECT SITE REQUIREMENTS 5

2.3. STANDARDS AND CRITERIA DOCUMENTS 7

2.4. CUTTING & PATCHING REQUIREMENTS 8

2.5. NATIONAL HISTORIC PRESERVATION ACT (NHPA) REQUIREMENTS 9

2.6. NATIONAL ENVIRONMENTAL POLICY ACT (NEPA) REQUIREMENTS 9

2.7. ACCESSIBILITY REQUIREMENTS 9

2.8. SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS 9

2.9. FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS 10

2.10. HAZARDOUS MATERIAL REQUIREMENTS 14

2.11. ENERGY AND WATER EFFICIENCY REQUIREMENTS 15

2.12. OPERATIONAL EXCELLENCE AND MAINTENANCE REQUIREMENT 15

2.13. PROJECT MANAGEMENT INFORMATION SYSTEM (PMIS): KAHUA 16

2.14. MANUFACTURER REQUIREMENTS 16

3. DESIGN STAGE 16

4. CONSTRUCTION STAGE 16

4.1. GENERAL 16

4.2. PERMITTING 16

4.3. CONSTRUCTION SCHEDULE 17

4.4. CONSTRUCTION PROGRESS REPORTS 18

4.5. SHOP DRAWINGS / PRODUCT DATA SUBMISSIONS 18

4.6. SCHEDULE OF INSPECTIONS AND TESTS 19

4.7. CONSTRUCTION INSPECTIONS 20

4.8. SPECIAL INSPECTIONS 20

4.9. COMMISSIONING 20

4.10. QUALITY CONTROL PLAN 20

4.11. SITE SPECIFIC SAFETY AND HEALTH PLAN 24

4.12. COORDINATION OF WORK 24

May 27, 2026 3 of 28

4.13. REQUESTS FOR INFORMATION 24

4.14. MODIFICATIONS / CHANGE ORDERS 24

5. CONTRACT ADMINISTRATION 24

5.1. CONTRACTOR’S STAFF 24

5.2. MEETINGS 25

5.3. COMMUNICATION 26

5.4. PROJECT CLOSEOUT 26

5.5. SCHEDULE OF VALUES 27

5.6. FEE & PAYMENT 28

5.7. GOVERNMENT FURNISHED PROPERTY 28

6. ATTACHMENTS 28

May 27, 2026 4 of 28

1. PROJECT INFORMATION

This section provides an overview of the project.

1.1. PROJECT SUMMARY

Construction of new residential style parking garage for use at the LPOE Housing Complex.

Scope includes but is not limited to grading, concrete, asphalt paving, electrical, framing, roofing, and interior finish work.

See Section 2.1 for detailed project requirements.

The Contractor shall coordinate work and gain approvals required in this Statement of Work (SOW) with the Contracting Officer (CO) and Contracting Officer’s Representative/Project Manager (COR/PM) as required.

1.2. PROJECT BACKGROUND

U.S. Customs and Border Protection (CBP) enforcement operates in remote border areas that typically lack housing for agents, officers, and their families. This housing issue is a major detriment to staff retention and agency recruiting efforts. The Piegan Land Port of Entry has housing available for the agents but has the need for enclosed parking garages due to the extreme winter weather. This project will facilitate the construction of one 7-bay garage building.

1.3. CONTRACT TYPE

This contract is a firm-fixed price contract. The services required shall include, but shall not be limited to, the following:

● Construction Services including Materials, Labor, and Supervision

● Testing as required by project specifications

1.4. DELIVERY TYPE

The project is Construction Services for Design-Bid-Build delivery type.

1.5. PROJECT OBJECTIVES

To be considered successful, the project must achieve the following objectives:

● Provide necessary materials and equipment to complete all aspects of the project

● Site work – grading, utilities, and paving

● Construction of parking garage per construction documents

● Deliver the project on time and within budget

● Complete the project while following all security requirements

● Ensure a safe work environment during construction for workers and authorized visitors on the construction site. Building and parking lot will remain operations during construction.

● Provide timely reports and communications

● Ensure that all sensitive documents are handled, distributed, archived and destroyed according to project procedures

May 27, 2026 5 of 28

1.6. PROJECT SCHEDULE

The overall Period of Performance shall be 180 calendar days from Notice To Proceed (NTP) to Project Closeout, based on the following:

● NTP to Substantial Completion 120 calendar days after NTP

● Submit All HSPD-12 Clearance Applications 10 calendar days after Award

● Project Closeout (as defined in Section 5.4.) 60 calendar days after Substantial

Completion

All actions by the Government counted in calendar day shall begin the first calendar day after the submission, unless the submission is made before 9:00 AM.

2. SCOPE OF WORK

This section details the technical requirements and constraints for which the Contractor is responsible. The Contractor shall perform all services described in this Statement of Work (including work required under exercised options, if any). The Contracting Officer and the COR/PM must approve all proposed changes to the Scope of Work.

2.1. PROJECT REQUIREMENTS

2.1.1. Base Bid

Construct the 7-bay garage structure and all associated features specified in the 100% construction documents attached to this SOW. Based Bid should cover all costs including the 4% TERO Fee and 1% Montana Contractor’s Gross Receipts Tax.

2.1.2. Permits and Responsibilities

Per FAR 52.236-7 Permits and Responsibilities, the Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor’s fault or negligence. The Contractor shall also be responsible for all materials delivered, and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract.

2.2. PROJECT SITE REQUIREMENTS

2.2.1. Work Restrictions

The Contractor shall survey the entire worksite and review existing documentation to be familiar with the existing conditions. This includes all areas of the building, structure, and site affected by the removal and demolition work, alterations and new construction work prior to initiation of construction.

The Contractor shall limit the use of the premises to the work areas indicated, to allow for Government occupancy and public use. The Government reserves the right to perform work, or retain other contractors to perform work, on portions of the project.

https://docs.google.com/document/d/1N4K7ExhjUsWSpSIbwbN8UGLkmXtHbIUgV2ylYBSzpA4/edit#heading=h.xluvf9gayp22

May 27, 2026 6 of 28

The building is to remain fully operational throughout the entirety of the project, with no disruption to tenant operations. All work areas must be cleaned at the end of every workday.

The work shall be sequenced to minimize disruption to building occupants, visitors, and maintenance activities. To the greatest extent feasible, demolition work should not take place until supplies are on hand to perform new work.

The Contractor shall coordinate all work activities with the GSA Building Manager and the COR/PM to ensure that proper security and access arrangements are made without impact on the construction schedule.

Where applicable, the contractor must employ adequate dust control measures.

2.2.2. Working Hours

Typical working hours are 6 AM to 6PM. If work is required outside of this time, submit request 72 hours in advance to PM for approval.

2.2.3. Parking

Contractor parking is allowed onsite. Do not existing roadway or adjacent driveway access.

2.2.4. Staging and Storage

Staging area to be coordinated with PM and Agency representative.

2.2.5. Dumpster

Limited space may be available on site for a dumpster. Location to be coordinated with PM and Agency Representative. Use of existing facility’s dumpsters and trash bins is strictly prohibited.

2.2.6. Restrooms

Placement of portable facilities to be coordinated with PM and Agency representative.

2.2.7. Existing Conditions

All Government property or systems displaced, altered, or damaged during the performance of this contract other than stated in this SOW shall be restored to its original condition at no cost to the Government. These repairs, if needed, shall be executed immediately when the Contractor is notified by the Contracting Officer that such repairs are required due to actions by the contractor or his/her subcontractors.

Maintenance of Existing equipment - Contractor shall collect information as needed from the Building Manager or O&M staff for work to be done on any existing equipment / building systems for awareness and knowledge.

Assessment - All due diligence must be performed to assess the existing conditions of the site, building, perimeter security and roadway access for the proposed project.

May 27, 2026 7 of 28

Survey - A thorough survey must be carried out in order to understand the existing conditions and how the proposed project will impact the use, occupancy and surrounding areas.

2.3. STANDARDS AND CRITERIA DOCUMENTS

The Contractor shall ensure that all work performed, and materials used, under this scope of work are in accordance with the guidelines, codes and specifications of the following associations and agencies. Any conflicts or ambiguities within, or among, the referenced Standards and Criteria Documents, or any deviations from requirements contained in the Standards and Criteria Documents, shall be reported to the COR/PM in writing, for determination as to applicability. The Contractor shall use the most recent versions of these documents issued at the time the RFP for the project is issued. In the event that there are conflicting requirements, the more stringent of the two shall be used.

2.3.1. GSA Requirements

● PBS Interim Core Building Standards, including all applicable Standards, Criteria and Guides listed therein

● PBS P-120, Public Buildings Service Cost and Schedule Management Policy Requirements

● Implementation of Subject Matter Expert Review and Oversight Process for PBS Design, Construction, and Repair Projects

● PBS Building Code Official Authority for GSA Federal Buildings

● Architectural Barriers Act Accessibility Standard (ABAAS)

● PBS Order 3490.3 CHGE 1, “Security for Sensitive Building Information Related to

Federal Buildings, Grounds, or Property”, March 22, 2021

● Design Guide for Operational Excellence, dated 2019 and 2024

● Operational Excellence Lessons Learned Checklist, dated 2025

● IAQ Guidelines for Occupied Buildings under Construction by SMACNA

● Occupational Safety and Health Administration (OSHA) regulations for Construction and

General Industry; 29 CFR Parts 1926 and 1910

● Section 015950 – Safety and Health Specification (see attachments)

● International Code Council Codes (ICC)

● National Fire Protection Association (NFPA) National Fire Codes and Standards

● ANSI NETA Standards

● Section 889

● PBS Building Commissioning Guide (September 2020)

● 40 CFR 61 National Emission Standards for Hazardous Air Pollutants

● 40 CFR 763 Asbestos

● 49 CFR 107 Hazardous Materials Program Procedures

● 49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials

Communications, Emergency Response Information, and Training Requirements

● EPA Mold Remediation Guidelines, September 2008

● Polycyclic Aromatic Hydrocarbons (PAHs)/Coal Tar Sealants: D.C. Code § 8–153.01;

Maryland Safer Sealant Act of 2022; Code of Virginia § 62.1-196.1 https://www.gsa.gov/real-estate/design-and-construction/facilities-standards-for-the-public-buildings-service https://www.gsa.gov/directives-library/p120-public-buildings-service-cost-and-schedule-management-policy-1?_gl=1*vr91na*_ga*MTQ5OTM1OTc1Ny4xNzUyNDkwMjQz*_ga_HBYXWFP794*czE3NzA2NTQ4NDgkbzYwJGcxJHQxNzcwNjU1OTc1JGo1NiRsMCRoMA..

https://www.gsa.gov/directives-library/p120-public-buildings-service-cost-and-schedule-management-policy-1?_gl=1*vr91na*_ga*MTQ5OTM1OTc1Ny4xNzUyNDkwMjQz*_ga_HBYXWFP794*czE3NzA2NTQ4NDgkbzYwJGcxJHQxNzcwNjU1OTc1JGo1NiRsMCRoMA..

https://drive.google.com/file/d/14gTs5hfjv6zNW5FxunnYYilvxFqdb39X/view https://drive.google.com/file/d/14gTs5hfjv6zNW5FxunnYYilvxFqdb39X/view https://drive.google.com/file/d/1sOiBGtvijRj4Gd0atIcdC2mNeFj-horR/view https://www.access-board.gov/aba/ https://www.gsa.gov/directives/files?file=2023-08%2FPBS_34903_CHGE_1_Secur_for_Sen_Build_Inform_Related_to_Fed_Build%2C_Grounds%2C_or_Property_%28Final_Word_3-22-21%29_CC044070_RV_3-30-21.pdf https://www.gsa.gov/directives/files?file=2023-08%2FPBS_34903_CHGE_1_Secur_for_Sen_Build_Inform_Related_to_Fed_Build%2C_Grounds%2C_or_Property_%28Final_Word_3-22-21%29_CC044070_RV_3-30-21.pdf https://drive.google.com/file/d/1u4hQ3i9D8MGVwjWmz-ZIW83skUE4k_CJ/view https://drive.google.com/file/d/1oCNfhbAoML5jZHcCz6otFjwLpNdtmEIo/view https://docs.google.com/spreadsheets/d/1kI2_zzAJezQQM5noLw45tTa864SDjWqOmmOq0BxnWtQ/edit?gid=1618981475#gid=1618981475 https://www.wbdg.org/FFC/GSA/gsa_commissioning_guide_2020.pdf https://www.wbdg.org/FFC/GSA/gsa_commissioning_guide_2020.pdf https://www.wbdg.org/FFC/GSA/gsa_commissioning_guide_2020.pdf https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title40/40cfr61_main_02.tpl https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title40/40cfr763_main_02.tpl https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr107_main_02.tpl https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr172_main_02.tpl https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr172_main_02.tpl https://www.epa.gov/sites/production/files/2014-08/documents/moldremediation.pdf https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr172_main_02.tpl https://code.dccouncil.gov/us/dc/council/code/sections/8-153.01 https://mde.maryland.gov/programs/land/SolidWaste/SiteAssets/Pages/index/Driveway%20Sealant%20PAH%20Ban.pdf http://law.lis.virginia.gov/vacode/62.1-196.1

May 27, 2026 8 of 28

● 2180.2 CIO GSA Rules of Behavior for Handling Personally Identifiable Information (PII), October 8, 2019 https://insite.gsa.gov/directives-library/gsa-rules-of-behavior-for-handling-personally-identifiable-information-pii-21802-cio?term=2180.2%20CIO

● 2181.1 ADM Homeland Security Presidential Directive-12, Personal Identity Verification and Credentialing, and Background Investigations for Contractors, March 18, 2020 https://insite.gsa.gov/directives-library/homeland-security-presidential-directive12-personal-identity-verification-and-credentialing-and-background-investigations-for-contractors-21811-adm

● GSA IT Policy Requirements Guide 12-2018 https://insite.gsa.gov/cdnstatic/CIO%20122018_%20IT%20Policy%20Requirements%20 Guide.pdf

● PBS Technology Policy https://drive.google.com/file/d/0B-gXxLkFOhnKaGo4MjZrREg0TFBZMXhYUXZ0VXRTNXR1d253/view?resourcekey=0- Kval0KWoJrtF6oDku9HY3A

2.4. CUTTING & PATCHING REQUIREMENTS

The Contractor shall replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any existing warranties.

All substrates must be inspected and defects repaired prior to installing new material or finish. All replacement and new materials shall match the existing in material, dimensions, color and finish. All material selections and/or mock-ups need to be reviewed and accepted by the COR/PM and Tenant Agency prior to ordering.

2.4.1. Structural Systems

Do not cut structural beams or major structural elements without the written review and approval of a Licensed Structural Engineer. Additionally, the COR/PM shall obtain review and acceptance from GSA’s OE’s (Office of Engineering) structural engineer and A/E’s structural engineer. Prior to cutting and/or drilling through any structural member, the Contractor shall conduct ground penetrating radar, or similar type of investigative measure to prevent cutting concealed material. Submit structural calculations sealed by a Licensed Structural Engineer to the COR/PM concurrently for acceptance.

Do not cut and patch structural elements in a manner that would change their load-carrying capacity or load-deflection ratio.

2.4.2. Operational Systems

The Contractor shall not cut and patch operating elements, safety related systems, or related components in a manner that would result in reducing their capacity to perform as intended, or that would result in increased maintenance, or decreased operational life or safety.

2.4.3. Visual / Finishes

The Contractor shall not cut and patch exterior materials, or in occupied spaces, in a manner that would, in GSA's opinion, reduce the building's aesthetic qualities, or that would result in visual evidence of cutting and patching. The Contractor shall remove and replace construction that is cut and patched in a visually unsatisfactory manner.

https://insite.gsa.gov/directives-library/gsa-rules-of-behavior-for-handling-personally-identifiable-information-pii-21802-cio?term=2180.2%20CIO https://insite.gsa.gov/directives-library/gsa-rules-of-behavior-for-handling-personally-identifiable-information-pii-21802-cio?term=2180.2%20CIO https://insite.gsa.gov/directives-library/homeland-security-presidential-directive12-personal-identity-verification-and-credentialing-and-background-investigations-for-contractors-21811-adm https://insite.gsa.gov/directives-library/homeland-security-presidential-directive12-personal-identity-verification-and-credentialing-and-background-investigations-for-contractors-21811-adm https://insite.gsa.gov/directives-library/homeland-security-presidential-directive12-personal-identity-verification-and-credentialing-and-background-investigations-for-contractors-21811-adm https://insite.gsa.gov/cdnstatic/CIO%20122018_%20IT%20Policy%20Requirements%20Guide.pdf https://insite.gsa.gov/cdnstatic/CIO%20122018_%20IT%20Policy%20Requirements%20Guide.pdf https://drive.google.com/file/d/0B-gXxLkFOhnKaGo4MjZrREg0TFBZMXhYUXZ0VXRTNXR1d253/view?resourcekey=0-Kval0KWoJrtF6oDku9HY3A https://drive.google.com/file/d/0B-gXxLkFOhnKaGo4MjZrREg0TFBZMXhYUXZ0VXRTNXR1d253/view?resourcekey=0-Kval0KWoJrtF6oDku9HY3A https://drive.google.com/file/d/0B-gXxLkFOhnKaGo4MjZrREg0TFBZMXhYUXZ0VXRTNXR1d253/view?resourcekey=0-Kval0KWoJrtF6oDku9HY3A

May 27, 2026 9 of 28

Patched areas shall be neatly trimmed prior to patching. Feather all patches to provide a complete and finished surface. Paint all exposed work provided under the contract including all patched areas, and exposed areas uncovered during demolition, to provide a complete and finished project. Paint patched areas and surrounding areas to the nearest break in wall surface, or other building line to provide a neat and finished appearance. All paint shall match adjacent painted surfaces. Protect all surrounding areas including fixtures, furniture, floors and accessories from paint splatter and droppings. Clean and restore all areas splashed with paint.

Any work related to removing equipment, brackets, supports, etc. that leaves holes or damaged surfaces on the floor, walls, and ceilings, shall be patched with the same adjacent material and finish.

2.5. NATIONAL HISTORIC PRESERVATION ACT (NHPA) REQUIREMENTS

N/A.

2.6. NATIONAL ENVIRONMENTAL POLICY ACT (NEPA) REQUIREMENTS

Pursuant to paragraph 5.3 of the PBS NEPA Desk Guide (October 1999), this project is an automatic CATEX and requires no checklist.

2.7. ACCESSIBILITY REQUIREMENTS

The Architectural Barriers Act Accessibility Standard (ABAAS) is mandatory for all GSA projects and shall be maintained at all times.

2.8. SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

The Contractor(s) shall comply with the safety standards and guidelines referenced in Section 2.3.1 as well as the following requirements:

GSA’s National Safety and Health are the authority having jurisdiction (AHJ) for all safety and health concerns at all GSA owned facilities.

The Contractor shall provide a site-specific Safety and Health Plan that includes job hazard analysis, bloodborne pathogens, emergency response, personal protective equipment (PPE) requirements, hazard mitigation, hazardous energy control (lock out/tag out), arc flash requirements, hazardous noise, confined space, crane plans, fall protection, chemicals being used onsite, trainings/ certification, and when safety toolbox meetings will occur.

The Contractor shall provide Safety Data Sheets (SDSs) for all substances/ materials to be used in the performance of this contract to the onsite O&M shop. The Contractor will ensure all personnel wear the appropriate personal protective equipment required by the SDSs.

The Contractor shall ensure that all hazards at the end of the workday/ project end are mitigated to ensure that the site is not left in an unsafe condition (e.g., fall, confined space, excavation, chemicals, walkways).

The Contractor shall ensure a first aid kit is available at the site and that all employee injuries and incidents are reported to the COR immediately for reporting to GSA Safety and Health.

May 27, 2026 10 of 28

The Contractor shall ensure that all hazardous energy sources are locked and tagged out, arc flash procedures are followed to include all PPE, lock out/ tag out (LOTO), labeling, demarcation of zones, and all 1-line drawings are updated. All new electrical must be updated on the inside electrical panel door, all wires are run correctly, and wires are labeled.

All equipment and material that is owned by the contractor must be labeled with the contractor's contact name and cell number for rapid identification during inspections or emergency situations.

The Contractor shall only use extension cords with three (3) prongs (ground) and only use them for temporary power on a daily basis. All extension cords will be inspected before use for damage, frayed electrical, exposed wires, and must dispose of all damaged extension cords. Damaged extension cords cannot be repaired with electrical tape and must be replaced with new to prevent electrical shock hazards and fire. Extension cords cannot be plugged into outlets that have appliances or essential equipment plugged into them. The GFCI extension cord adaptors can be used to prevent tripping of electrical services.

The Contractor shall not store chemicals, equipment, debris, or trash in or around electrical rooms/ panels, in hallways, stairwells, on stairs, or in authorized spaces at any time.

The Contractor shall not permit any contractors/ employees from entering a confined space, accessing the roof top areas without the proper clearance, fall protection, RF Radiation hazard areas, or any other area deemed unsafe by the COR or GSA National Safety and Occupational Health.

The Contractor will ensure compliance with all confined spaces with attention to the entry of permit required confined spaces. The contractor is responsible for working with the O&M contractor and Building Manager for compliance with the site’s confined space program.

The Contractor shall at any time be able to submit inspection documentation and training documentation for its employees to the COR and GSA National Safety and Occupational Health personnel.

All accidents must be reported to the COR immediately and any injuries to personnel must be reported to the COR and National Safety and Health immediately with updates hourly until the situation is addressed. A written report shall be submitted within 24 hours of the injury to the COR and National Safety and Health. Incidents without injury must submit a written report to the COR within 24 hours.

Reference Specification 015950 Safety & Health (see attachments)

2.9. FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS

GSA’s Fire Protection Engineers are the authority having jurisdiction (AHJ) for all GSA owned facilities.

2.9.1. Egress/Life Safety

● The existing means of egress for the remainder of the occupied building shall be maintained in an NFPA 101 compliant manner at all times unless specifically approved by the GSA regional fire protection engineer.

● Demonstrate compliance with the safeguarding construction and alteration operations requirements of NFPA 241. Construction activities for tenant alterations or building

May 27, 2026 11 of 28 modernizations shall be separated from the remainder of an occupied building with walls having a minimum 1-hr fire resistant rating with 45-min opening protectives or shall be provided with an active sprinkler system and continuous smoke partitions throughout the duration of construction. Construction phasing and/or separation walls shall be located in such a manner to maintain an NFPA 101 compliant egress arrangement for the remainder of the occupied building (dead-ends, common paths of travel, travel distances, etc.).

2.9.2. Fire Protection Systems

● Modify existing sprinkler systems in accordance with the latest requirements of NFPA 13, Standard for the Installation of Sprinkler Systems.

● Working plans sprinkler system layout shall be performed by a minimum NICET Level III or IV Water Based Systems Layout technician, or a licensed Fire Protection Engineer.

● Provide detailed shop drawings, in accordance with NFPA 13, "Working Plans”.

Drawings shall be drawn to an indicated scale on sheets of uniform size and be submitted to the COR for review and approval by the GSA regional fire protection engineer. Information shall include but not be limited to the following:

○ Layout indicating details, plan view, elevations and sections of the system piping.

Indicate the location of sprinkler heads and piping in relation to the ceiling layout, showing pipe lengths and sizes.

○ Detailed riser diagram showing schematic of systems supply, supply connection, devices, valves, pipe and fittings.

○ Hydraulic calculations

○ Annotated manufacturer’s data sheets showing the specific model, type and size of each item.

○ The signature and seal of a licensed Professional Fire Protection Engineer, or a

NICET Level III or IV Technician.

● Perform hydrostatic testing of sprinkler piping in accordance with the requirements of

NFPA 13.

● Final Inspection and Testing: Advise the COR/PM when hydrostatic and alarm tests have been completed and all necessary corrections made, so as to permit final inspection and testing. Submit requests for testing at least 15 calendar days prior to the test date.

○ The final test shall be witnessed by the GSA regional fire protection engineer and/or the third-party fire protection engineer responsible for inspections and acceptance testing. The Contractor and an authorized representative from each supplier of equipment shall attend the final test.

○ Final testing shall include, but is not limited to, testing of all waterflow and tamper switches.

○ Provide all equipment, services and labor to properly perform all required tests.

2.9.3. Fire Alarm Systems

● Modify existing fire alarm system in accordance with the requirements of NFPA 72, National Fire Alarm and Signaling Code. Provide new UL-listed fire alarm equipment. All new equipment shall be compatible with the existing fire alarm equipment manufacturer.

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● Fire alarm initiating device and notification appliance shop drawing layout shall be performed by NICET Level III or IV fire alarm systems technician, or licensed fire protection engineer. Installation shall be accomplished by an electrical contractor with a minimum five years of experience in the installation of fire alarm systems.

● All circuits and pathways shall match existing in class and survivability designations.

Conductors must match existing gauge, type, and color coding. All conductors which are terminated, spliced, or otherwise interrupted in any enclosure, cabinet, mounting or junction box shall be connected to terminal blocks in a workman like manner.

● Provide detailed installation shop drawings, in accordance with NFPA 72 documentation and shop drawing requirements. Drawings shall be drawn to an indicated scale on sheets of uniform size and submitted to the COR/PM for review and approval by the GSA regional fire protection engineer. Submittal information shall include but not be limited to the following:

○ A complete description of the system operation.

○ A complete list of device addresses and corresponding messages.

○ Point-to-point wiring diagrams showing the points of connection and terminals used for all electrical field connections in the system, including all interconnections between the equipment or systems which are supervised or controlled by the system.

○ Annotated manufacturer’s data sheets showing the specific model, type and size of each item.

○ Notification appliance circuit calculations including voltage drop, circuit capacity, amplifier capacity, and power supply capacity.

○ Battery calculations for both the alarm and supervisory power requirements.

Ampere-¬hour requirements for each system component shall be submitted with the calculations.

○ Provide a color code schedule for the wiring and floor plans showing the location of all devices and equipment.

○ The signature and seal of a licensed Professional Fire Protection Engineer, or a NICET Level III or IV Technician.

● Prior to installation the contractor shall coordinate and schedule a fire alarm outage with the GSA project manager or GSA facilities management office. When work is being performed on an active fire alarm circuit(s), the fire alarm system must be taken out of service by the O&M vendor or their designated representative. The fire alarm system shall be returned to “normal” operating condition before the contractor and subcontractor(s) leave for the work shift.

● Fire alarm programming changes are permitted only when confirmed acceptance testing is scheduled with the AHJ or their designated representative. A fire alarm program change must be tested for acceptance within 24 hours of the change. The AHJ is the GSA regional fire protection engineer.

● Perform preliminary tests to ensure that all devices and circuits are functioning properly.

After preliminary testing is complete, provide a letter certifying that the installation is complete and fully operable.

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● Perform final acceptance testing in accordance with the requirements of NFPA in the presence of the GSA regional fire protection engineer or third-party fire protection engineer.

2.9.4. Fire and Life Safety System Testing and Acceptance

● The Contractor shall provide a subcontracting Fire Protection Engineering firm, other than the Design Team Fire Protection Engineer (FPE subcontractor), acceptable to the GSA Fire Protection Engineering Section, to witness system acceptance testing and inspections.

○ The contracting firm shall be a firm whose prime enterprise is in the field of fire protection engineering. The contracting firm must provide a program manager who possesses a BS or MS in Fire Protection Engineering and meets the experience requirements for fire protection engineers listed below. Complete documentation to support fire alarm systems testing experiences must be resubmitted as a part of the submittal package.

○ Qualified fire protection engineer(s) shall witness acceptance testing. The FPE subcontractor must employ a full-time team of at least two qualified fire protection engineers, available for the Testing required by this contract. The engineers shall possess a BS or MS in fire protection or fire safety engineering with at least four consecutive years of experience in fire protection engineering work, within the past six (6) years, or professional engineering licensure in fire protection.

Proposed personnel shall demonstrate that they have been involved in fire protection and life safety systems inspection and testing similar in complexity relevant to the scope.

○ The fire protection engineer(s) shall have experience in submittal review, construction inspection, acceptance testing and commissioning systems.

○ The fire protection engineer(s) shall demonstrate thorough working knowledge and formal training in fire protection codes and standards, especially the latest edition of NFPA 101, NFPA 13, NFPA 72, NFPA 90A and the International Building Code. The proposed personnel shall demonstrate that they have acted in charge of fire protection engineering designs including fire protection and extinguishment systems, fire alarm systems, life safety systems, and smoke control systems.

● Testing and inspections for the fire alarm shall include the following minimum criteria:

○ Testing and commissioning in accordance with NFPA 72

○ All new equipment shall be 100% fully tested

○ Confidence (re-acceptance) testing to include 10% of the building field devices

○ Test each fire alarm initiating and indicating device and circuit for proper operation and response

○ Test the system for all specified functions in accordance with the contract specifications, and the approved sprinkler and fire alarm submittals

○ Determine that the system is operable under trouble conditions

○ Test the adequacy of the notification appliances (visible and audible characteristics)

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○ Program changes to the building fire alarm control panel will require re-acceptance testing within 24 hours of the change

○ As applicable, perform a battery test for all new control panels and extender panels

● Testing and inspections for the fire protection system shall include the following minimum criteria:

○ Verify compliance with NFPA 13

○ Visual inspection of the sprinkler system adequacy, coverage, piping, hangars, sprinkler locations, hydraulic nameplates, and sprinkler types.

● Inspections for fire compartment integrity shall include the following minimum criteria:

○ Visually inspect fire rated partition/wall and floor assemblies, partition stenciling, fire door, and fire/smoke damper operation.

● Inspections for life safety and egress shall include the following minimum criteria:

○ Verify compliance with the NFPA 101 egress requirements

○ Visually inspect emergency lighting, exit signage, and egress arrangement

(pathways, exits, special locking, etc.)

The Contractor shall provide a written Discrepancies and Omissions (D&O) list within 48 hours of completion of each test or inspection. The D & O list shall include a description of the work that was completed, a description on the system equipment and operation, and describe conditions which do not comply with the above criteria. Provide corrective action recommendations for all discrepancies and omissions. Note that the task includes follow up inspections and testing necessary to verify corrections of items. If no items are necessary for correction, the D&O list shall indicate all items have been corrected and the space is acceptable for issuance of an occupancy certificate.

2.10. HAZARDOUS MATERIAL REQUIREMENTS

All work, including contact with and handling of hazardous materials, the disturbance or dismantling of structures containing hazardous materials, and/or the transport and disposal of hazardous materials shall comply with the applicable requirements of 29 CFR 1910/1926, and 40 CFR 761/260-271.

2.10.1. Asbestos Containing Material

The Contractor shall survey the project area for ACMs per section 2.13.1. of this SOW. It is not anticipated that Asbestos Containing Material will be encountered during work activities.

2.10.2. Lead Based Paint

The Contractor shall survey the project area for LBP per section 2.13.1. of this SOW. It is not anticipated that Lead-Based Paint (LBP) will be encountered during work activities.

2.10.3. Mercury

The Contractor shall survey the project area for mercury containing devices per section

2.13.1. of this SOW. It is not anticipated that mercury will be encountered during work activities.

2.10.4. Universal / Hazardous Waste

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The Contractor shall survey the project area for universal / hazardous waste per section

2.13.1. of this SOW. It is not anticipated that universal / hazardous waste will be encountered during work activities. All fluorescent bulbs shall be disposed of as universal hazardous waste.

2.10.5. Hazardous Materials Cost Tracking

The Contractor shall propose and invoice costs for all effort related to asbestos separately from costs for all efforts related to all other hazardous materials, both of which shall be separate from all other costs for GSA’s accounting purposes.

2.10.6. Construction and Demolition (C&D) Debris

The Contractor shall divert a minimum of 50% of C&D waste from landfills and/or incinerators. The Contractor shall provide enough containers for collecting construction debris and construction materials to be recycled.

2.10.7. Protection of Stratospheric Ozone

The Contractor shall not allow the venting of refrigerants to the atmosphere in compliance with section 608 of the Clean Air Act (40 CFR Part 82).

2.10.8. Polycyclic Aromatic Hydrocarbons (PAHs)/Coal Tar Sealants

Note that high PAH sealants, including coal tar sealants, shall not be used. Sealcoat (two applications at a rate of 0.11 – 0.13 gallon/yd²) with a Coal Tar Pitch Emulsion (CTPE) sealer that meets or exceeds RP 355e and ASTM D5727 specifications and standards may be used (strive for 30% asphalt content). Include CTPE sealer specifications.

2.11. ENERGY AND WATER EFFICIENCY REQUIREMENTS

Refer to PBS Interim Core Building Standards for applicable laws and regulations to follow.

If any pumps or motors are purchased, they shall be NEMA Premium Efficiency rated and controlled by a Variable Frequency Drive (VFD).

If insulation is replaced or installed, it shall be the maximum feasible insulation on tanks, pipes, fittings, valves, and other associated equipment related to the domestic hot water system in the building.

2.12. OPERATIONAL EXCELLENCE AND MAINTENANCE REQUIREMENT

The Operational Excellence (OpEx) Program focuses on the long-term performance and management of PBS’s owned portfolio—including Federal Buildings, Land Ports of Entry, and Courthouses—that serve the American people. While design and construction account for the largest upfront costs over a relatively short period, the operations phase spans decades and represents the bulk of a building’s total cost of ownership. OpEx emphasizes managing these ongoing costs and operational challenges to ensure buildings continue to fulfill their intended purpose.

The Contractor shall ensure that all equipment, and material selected meets the following principles:

Accessibility - The ease of which a product can be serviced.

Durability - The ability to withstand wear, pressure or damage Reliability - The ability of a system or component to function under stated conditions https://www.gsa.gov/real-estate/design-and-construction/facilities-standards-for-the-public-buildings-service

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Maintainability - The ease with which a product can be repaired and replaced.

Cleanability - The ease of which a produce can be cleaned

2.13. PROJECT MANAGEMENT INFORMATION SYSTEM (PMIS): KAHUA

The Contractor shall provide all project documentation through GSA’s electronic Project Management Information System (PMIS). GSA’s current PMIS is Kahua. The Contractor shall request logins to the system for key personnel, after their HSPD-12 Final Fitness is complete and the Personal Identity Verification (PIV) card has been issued, through the PM/COR. The Contractor shall take the Kahua training in order to use the GSA PMIS Kahua. Training videos are available on You Tube.

2.14. MANUFACTURER REQUIREMENTS

The Contractor shall follow all manufacturers’ instructions and best accepted trade practices during performance of this work.

3. DESIGN STAGE

Not applicable.

4. CONSTRUCTION STAGE

This section details the services and submittals required to support the construction stage of the project.

4.1. GENERAL

The Contractor shall provide all necessary labor, materials, supervision, management, quality control plan, and testing to produce work conforming to the contract documents and Issued for Construction (IFC) 100% Final Construction Documents created during the Design Phase

4.1.1. Project Supervision

The Contractor shall have a full-time Superintendent on-site at all times when work is performed. GSA may contract a third-party Construction Manager as Advisor (CMa) for daily on-site project management, monitoring, coordination and inspections. The Contractor’s Superintendent shall coordinate with the GSA CMa and COR/PM on all project activities.

4.2. PERMITTING

The Contractor shall obtain and provide to the COR/PM all applicable permits such as, but not limited to, sheeting, shoring, and public space permits as required by federal, state or local jurisdictions; this includes application fees and any fines or penalties that result from noncompliance.

4.2.1. Permit for Welding, Cutting, or Brazing

The Contractor shall comply with NFPA 51B. The Contractor shall not conduct operations involving the use of open-flame, electrical arc equipment, or flammable substances until a permit for welding, cutting, and burning has been issued by the Government.

https://www.youtube.com/playlist?list=PLvdwyPgXnxxX9FWuj99tXx6XvYnHa7mvN

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The Contractor shall complete GSA 1755 - Permit for Welding, Cutting, or Brazing. Contact the Building Management Office to obtain burn permits. 48 HRS notice required Burn permits are required for each separate occurrence. Burn Permits must be displayed at the work site during burning operation. The permit duration shall be one work shift for a specific location unless otherwise agreed to by the Government and Contractor.

4.2.2. Utility Locating Services

Where sitework shall occur, utility locating services must be provided seven (7) calendar days in advance of any sitework work beginning.

4.2.3. Utility Outage

Utility outages (electrical, domestic water, chilled water, steam, gas) must be approved by the GSA Building Manager at least 72 hours prior to the outage.

All unscheduled power and communication outages caused by the Contractor as a result of demolition or construction activities shall be restored immediately. The Contractor shall take all necessary precautions to minimize the possibility of such a disruption from occurring by conducting a thorough pre-construction survey. Failure to provide corrective actions for causing an outage as described above will result in the Government executing the repair and charging the Contractor for the full cost of the repair performed by others as well as the administrative costs of the repair.

4.2.4. Fire Protection and Life Safety System Impairment

All impairments to the building fire protection and fire alarm systems shall be submitted to the GSA building manager and COR/PM at least 72 hours prior to any work which could affect an active fire protection or life safety system commencing. Impairment requests shall be submitted via the facility management fire alarm and fire protection system impairment request form.

4.2.5. Fire Watch

When a required fire alarm system or automatic sprinkler system is out of service for more than 4 hours in a 24-hour period, the GSA Building Manager and AHJ shall be notified at least 7 calendar days in advance. Work cannot commence until the AHJ has given written approval of the proposed Fire Watch or building evacuation plan. Comply with NFPA 101 and OSHA 1910.252 for all Fire Watch requirements.

4.3. CONSTRUCTION SCHEDULE

The Contractor shall submit a Preliminary Schedule detailing the complete scope of work and proposed logical relationships with Bid. Provide within 14 calendar days after Award, a detailed, time-scaled computer-generated Project Schedule with activities representing each portion of the Work for the entire Contract Performance Period. Submit both as MS Project and PDF. The Project Schedule shall be updated on a monthly basis throughout the entire Project performance period until Project completion is achieved. A revised project schedule shall be submitted with each invoice.

Throughout construction the Contractor shall provide a two-week look ahead with a description of on-site activities happening within the period, and a list of sub-contractors on-site. The two-week look ahead shall include the time of day the work will be performed, areas of the project site where the work will occur, any utility outages required, and any

May 27, 2026 18 of 28 deliveries scheduled.