Solicitation For Army Reserve National Roofing Program FY26 Task Order 01

P2: 574437 Design-Build

Volume A – TX068 - Seagoville, TX

Certified Final

18 May 2026

W912QR-61215931

MATOC W912QR24D0054 thru 24D0063 All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless noted otherwise.

ARIMS: 200A

Disposition: Maintain for 15yrs after construction

W912QR-61215931_NRP01-0000

National Roofing Program (NRP) FY26 Project 01

TX068, US

TOC

CERTIFIED FINAL

TABLE OF CONTENTS

VOLUME A: TX068 SEAGOVILLE, TX (Base)

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A: Site Location

ATTACHMENT B: Building Layout

ATTACHMENT C: Site Inspection Report, April 10, 2025 (For Information Only)

--End of Table of Contents--

FY26 Solicitation

ARIMS: 200A

Disposition: Maintain for 15 yrs after construction

Army Reserve National Roofing Program

FY26 Task Order 01

Volume A

TX068 Seagoville, TX

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A:

ATTACHMENT B:

ATTACHMENT C:

Site Location

Building Layout

Site Inspection Report, April 10, 2025 (For Information Only)

NRP FY26 Project 01 TX068 Seagoville, TX P2 574437 21-Apr-26

SECTION 00 80 50.00 06

Version CERTIFIED FINAL

SECTION

00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

08/19

1. PART 1 GENERAL

1.1. SUBMITTALS

Government approval/acceptance is required for submittals with a "GOVT” designation; submittals not having a "GOVT" designation are for information only. When used, a designation following the "GOVT" designation identifies the office that will review the submittal for the Government. The submittals listed in the Submittal Register at the end of this specification section shall be submitted in accordance with Section 01 33 00.00 06.

SD-01 Preconstruction Submittals

SD-02 Shop Drawings

SD-05 Design Data

SD-07 Certificates

SD-11 Closeout Submittals

1.2. NOT USED

1.3. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK - Paragraph 1.3 of Section 00 80 00.00 06 is replaced with the following:

1.3.1 Notice to Proceed (NTP) will be issued to the contractor upon receipt and approval of the bonds. Under this NTP, the contractor shall be required to commence work within 10 calendar days from the NTP and complete the work within the calendar days noted below from NTP.

1.3.1.1 Base (TX068) Period of Performance (PoP) – 225 days

1.3.2 Refer to FAR 52.211-12 "LIQUIDATED DAMAGES" in Section 00 70 50 for the amount of Liquidated Damages for the Task order project.

1.3.3 NOT USED.

1.3.4 NOT USED.

1.4. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. ER 415-1-15

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the "Default (Fixed-Price Construction)" as discussed in Section 00 70 00 of the base contract and Section 00 70 50 of this task order. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS BASED ON (5) DAY WORK

WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

TX068 22 21 20 13 6 3 3 2 2 8 16 20

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated listed above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair-weather workdays, and issue a modification in accordance with the "Default (Fixed-Price Construction)" in section 00 70 00 of the base contract, Volume 1 .

1.5. WAGE RATES

The decision of the Secretary of Labor, covering rates of wages, including fringe benefits to be paid laborers and mechanics performing work under this contract, is attached to this solicitation. The payment for all classes of laborers and mechanics actually employed to perform work under the contract will be specified in the following contract provisions: "Contract Work Hours and Safety Standards -- Overtime Compensation"; "Construction Wage Rate Requirements"; and "Compliance with Copeland Act Requirements" in Section 00 70 00 of the base contract.

Wage decision included: TZ20260041 Building

The work to be performed is located in Seagoville, TX, Dallas County.

1.6. NOT USED

1.7. Antiterrorism (AT) and Operations Security (OPSEC)- Paragraph 1.7 of Section 00 80 00.00 06 is replaced with the following:

1.7.1 The security requirements described below apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed). Contract personnel are critical to the overall security and safety of US Army and US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of War (DoW) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures. The

Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures-this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.7.1 AT Level I Training(general): All contractor employees, including subcontractor employees, requiring access to Army installations, facilities, and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or to the contracting officer, if a COR is not assigned, within 30 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil. AT Level I training is an annual requirement if option years are exercised.

1.7.2 Access and General Protection/Security Policy and Procedures:

Contractor and all associated subcontractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by the installation Provost Marshal Office, Director of Emergency Services, or Security Office. Contractor workforce must comply with all personal identity verification requirements (CFR clause 52.204-9, Personal Identity Verification of Contract Personnel) as directed by DoW, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

1.7.2a Contractors Requiring a Common Access Card (CAC): N/A

1.7.2b Contractors that do not Require CAC, but Require Access to a DoW Facility or Installation: Contractor and all associated subcontractor employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (Army Directive 2014-05/AR 190-13); applicable installation, facility and area commander installation and facility access and local security policies and procedures (provided by Government representative); or, at OCONUS locations, in accordance with status-of-forces agreements and other theater regulations.

1.7.3 AT Awareness Training for Contractor Personnel Traveling Overseas: N/A.

1.7.4 iWATCH Training: The contractor and all associated subcontractors shall brief all employees on the local iWATCH Army program (training standards provided by the requiring activity ATO). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance, with the results reported to the COR NLT 30 calendar days after contract award.

1.7.5 Army Training Certification Tracking System (ATCTS) Registration for Contractor Employees who Require Access to Government Information Systems: N/A

1.7.6 OPSEC Standing Operating Procedure/Plan: contractor shall develop an OPSEC Standing Operating Procedure (SOP)/Plan within 90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer. This plan will include a process to identify critical information, where it is located, who is responsible for it, how to protect it, and why it needs to be protected. The contractor shall implement OPSEC measures as ordered by the commander. In addition, the contractor shall have an identified certified Level II OPSEC coordinator per AR 530-1.

1.7.7 Operations Security (OPSEC) Training: Per AR 530‐1, Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

1.7.8 Information Assurance (IA)/Information Technology (IT) Training:

N/A

1.7.9 Information Assurance (IA)/Information Technology (IT)

certification: N/A

1.7.10 Contractors Authorized to Accompany the Force: N/A.

1.7.11 Performance or Delivery in a Foreign Country: N/A.

1.7.12 Handling or Access to Classified Information: N/A

1.7.13 Controlled Unclassified Information (CUI). The following clauses are applicable to this project - DFARS 252.204-7012 and DFARS 252.204- 2019 and DFARS 252.204-2020

1.7.14 Threat Awareness Reporting Program (TARP). N/A

Additionally, the contractor shall adhere and conform to all safety, security and attendance requirements that apply to the supported office. The contractor is required to attend and participate in all organizational meetings, training, and emergency preparedness events and is required to vacate the Government office work site when no sufficient Government oversight is available.

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. NOT USED

1.15. NOT USED

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

1.19. NOT USED

1.20. NOT USED

1.21. NOT USED

1.22. NOT USED

1.23. NOT USED

1.24. NOT USED

1.25. NOT USED

1.26. NOT USED

2. PART 2 PRODUCTS NOT USED

3. PART 3 EXECUTION NOT USED

--End of Section--

Line

Act-ivity

Trans-mittal # Specification Section SD # SD Description Item Submitted

Paragraph

Classi-fication:

GA for

GOVT or A/E Revwr Submit

Approval Needed

By

Material Needed

By Action Code

Date Of Action

Date FWD to APPR /

Auth - Date RCD

From

CONTR

Date FWD To

Other Revwr

Date

RCD

From Other Revwr

Action Code

Date Of Action

Mailed To

CONTR/

Date RCD From

APPR

Authority Remarks

01 11 00.00 06 SD-01 Preconstruction Submittal Demolition Plan 4.2.1 GA

01 32 01.00 06 SD-01 Preconstruction Submittal Project Schedule 3.4 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Scaffolding Erection Plan 3.4 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan (APP) 1.7 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Design Quality Control Plan 3.2 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Construction Quality Control Plan 3.3 GA

01 50 00 SD-01 Preconstruction Submittal Construction Site Plan 1.3 GA

01 57 19.00 06 SD-01 Preconstruction Submittal Environmental Protection Plan 1.7 GA

01 74 19 SD-01 Preconstruction Submittal Construction Waste Management Plan 1.7 GA

00 80 00.00 06 SD-07 Certificates No Asbestos - Containing Material (ACM) Certification 1.14 F

00 80 00.00 06 SD-07 Certificates Warranties 1.15 GA

00 80 00.00 06 SD-11 Closeout Submittals Preliminary (Working) As-Built Drawings 3.4 GA

00 80 00.00 06 SD-11 Closeout Submittals Final As-Built Drawings 3.4 GA

TITLE: NRP FY26 Project 01

SUBMITTAL REGISTER

JOB NAME: TX068

LOCATION: Seagoville, TX

CONTRACT NO:

CONTRACTOR:

SB MATOC CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

FY26 NRP Project 01 TX068, Seagoville, TX

27-Apr-26

SECTION 01 11 50.00 06

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK Updated 6 Feb 2025

1. PROJECT INFORMATION

1.1. GENERAL

Design/Build: The Contractor shall provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analysis, sampling, testing and verification of existing field conditions as required for design and construction of the Roof Replacement Project at TX068 to result in a complete and useable Facility. Contractor shall provide complete design analysis incorporating all engineering computations, analysis, test, and survey results, building code (including fire protection, life safety, environmental and accessibility) review as it pertains/affects/relates to this project, equipment and material data and documentation of existing conditions.

1.2. SCOPE OF WORK

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base MATOC contract Volume 1 of 2 shall apply to this Task Order. The work includes design and construction to replace the following roof systems located at TX068:

Building RFID (SF) Section(s) Existing Roof System Building-102 (26,084)

Section 1 EPDM membrane roof over insulation on a metal deck

Building-102 (1,680)

Section 2 Standing seam metal roof over insulation on a metal deck

Building-102 (1,978)

Section 3 EPDM membrane roof over insulation on a metal deck

Building-102 (3,953)

Section 4 EPDM membrane roof over insulation on a metal deck

Building-102 (1,941)

Section 5 EPDM membrane roof over insulation on a metal deck

Building-102 (150)

Section 6 EPDM membrane roof over insulation on a metal deck

Design/Build: Design and construction shall comply with the requirements contained in this Task Order Request for Proposal (RFP). The design and technical criteria contained and cited in this RFP and the Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record shall use the

P2 574437 27-Apr-26

SECTION 01 11 50.00 06

Version CERTIFIED FINAL

Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain an energy efficient, durable, maintainable, and sustainable space.

Design/Build: The illustrations and exhibits included in this RFP illustrate the conceptual design of the project and are provided to define the scope of work and budget. The concepts provided shall be further developed by the Design/Build Contractor to comply with the customer’s functional needs.

All demolition required to construct the project is included as part of the work of this Contract.

1.3. SITE LOCATION

This project is located at 701 W Simonds Road, Seagoville, TX.

1.4. EXISTING SITE UTILITIES

1.4.1. The contractor shall verify the location of all utilities serving the building. Upgrading the existing utilities, (unless noted otherwise) outside the limits of construction, is not a part of this project.

1.5. BID OPTIONS

All work associated with TX068 to be included in the base contract. See Price Breakout Schedule for details on how the CLINS should be broken out.

1.6. NOT USED

1.7. ATTACHMENTS

Design/Build: Information provided in the Attachments is intended to guide the completion of the design by establishing existing conditions, and the desired character, appearance, and function of the new construction. The following Attachments are included and shall be used and strictly adhered-to in completing the design and construction of the project.

a. ATTACHMENT A: Site Location

b. ATTACHMENT B: Building Layout Plans

c. ATTACHMENT C: Site Inspection Report, 10-Apr-25

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. NOT USED

1.15. NOT USED

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

2. DESIGN REQUIREMENTS

2.1. GENERAL

The Contractor shall prepare complete construction documents for all work designed as required by the RFP. The construction documents to be prepared shall include, but are not limited to, construction drawings, specifications, submittals, and design analysis as required in Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD), Volume 1. Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified or no basis of design is identified, the Contractor shall use materials and equipment accepted within the construction industry and in compliance with Design Criteria.

2.2. DESIGN

2.2.1. The Contractor shall prepare a 100% design for the project in accordance with the RFP using industry standard materials and efficient practices. The design of the materials selected shall be high quality, durable and easily maintained. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy, and coordination of all designs, drawings, specifications, and other documents or publications upon which the design and construction are based. It shall be the responsibility of the Design/ Build Contractor to verify the accuracy of the documents provided.

2.2.2. Design Milestone Schedule

The sample schedule and sequence of work shown below was prepared for the Contractor’s use in its schedule preparation. This schedule is not intended to be the actual awarded design-build schedule. Upon receipt of the Notice to Proceed, the selected Contractor will be required to submit its proposed design and construction schedule for Government review and acceptance.

Notice to Proceed (NTP) Day 0 Design Quality Control Plan (DQCP) NTP + 14 Days Charette Report (FIO no review) NTP + 30 Days

Final Submittal NTP + 60 Days Final Plan in Hand Meeting (on-site) NTP + 74 Days Corrected Final Submittal NTP + 84 Days Certified Final Submittal NTP + 90 Days

2.2.3 CAD/BIM Requirement

The contractor will not be required to produce advanced modeling and design drawings will be limited to CAD files.

2.2.4 Design Submittal Requirements

Instead of a charrette submittal in accordance with the Louisville District Design Guide, the contractor may submit a charrette report after they have conducted an on-site charrette meeting. The charrette report must detail the results of the site visit and identify any discrepancies between the solicitation and field conditions. An interim submittal is not required. The contractor will submit a final design, a corrected final design, and certified final design in accordance with the requirements of the base contract. The independent Registered Roof Observer (RRO) identified under section 01 11 00 shall review the final design as part of the contract design QC review team. The RRO shall attend the final design plan-in-hand meeting.

2.2.5 Design Professionals

Roof replacement design will be certified by a RRC and have a professional engineer or architectural stamp. Structural analysis will only be required if there is a change in the dead load for the structural system or if called out in the task order scope of work. Electrical and mechanical design will be limited to relocating existing systems.

In addition to the requirements of the base MATOC, a Registered Roof Consultant (RRC) shall be a Designer of Record. The RRC shall have a degree in Architecture or Engineering and have at least ten (10) years of experience in roof repair design. The RRC must be currently licensed by the International Institute of Building Envelope Consultants (IIBEC). An independent RRC with the same minimum requirements shall be part of the Independent Technical Review.

2.3. REQUEST FOR PROPOSAL (RFP) INTENT

The intent of this RFP section is to describe the requirements for appearance, function, materials, and types of construction in sufficient detail to enable engineering and design to be completed by the Contractor.

2.4. Design Milestone Meetings

2.4.1. Charette / Kickoff Meeting

2.4.1.1. Shall be in person and on-site.

2.4.2. Final Design / Plan-in-hand Review Meeting

2.4.2.1. Shall be in person and on-site.

2.5. NOT USED

2.6. NOT USED

2.7. NOT USED

2.8. NOT USED

2.9. NOT USED

2.10. NOT USED

2.11. NOT USED

2.12. NOT USED

2.13. (See Paragraph 2.1 Section 01 11 00.00 06) DESIGN SUBMITTAL

DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers George Steagall George.m.steagall@usace.army.mil

LRL-ED-MR

220 West Main Louisville, KY 40202

Timothy M. McClellan, P.E., RRC Timothy.m.mcclellan@usace.army.mil

LRL-ED-M

Drake Sullivan, P.E.

michael.d.sullivan2@usace.army.mil

LRL-CDC

U.S. Army Corps of Engineers Michael Brooks Michael.s.brooks@usace.army.mil

LRL-CDR

mailto:Timothy.m.mcclellan@usace.army.mil mailto:michael.d.sullivan2@usace.army.mil mailto:Michael.s.brooks@usace.army.mil

Sheryll Impellizzeri, P.E.

sheryll.s.impellizzeri@usace.army.mil

LRL-PM-R

Steve Coffey, PE USARC G 3/5/7 Engineers - Desk 4N-4001-62 4700 Knox Street, Bldg 8-8108 Ft. Bragg, NC 28310 Phone: 910-570-8961 Email: steven.w.coffey3.civ@army.mil

Justin Reeder, PE, RRC, RRO, CDT USARC-ARIMD Engineering Branch / SAIN Engineering USAR National Roofing Program REM Phone: 843.813.2423 Email: justin.reeder@saineng.com

63rd RD James Bir Phone: 719-516-5400 Email: james.r.bir.civ@army.mil

3. GENERAL CONSTRUCTION REQUIREMENTS

3.1. SUMMARY

3.1.1. The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

d. The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

3.2. GENERAL INFORMATION

3.2.1. NOT USED

3.2.2. NOT USED

3.2.3. Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Building Occupants

3.2.4. NOT USED

3.2.5. NOT USED

3.2.6. NOT USED

mailto:sheryll.s.impellizzeri@usace.army.mil mailto:steven.w.coffey3.civ@army.mil mailto:justin.reeder@saineng.com mailto:james.r.bir.civ@army.mil

3.2.7. NOT USED

3.2.8. NOT USED

3.2.9. Project and Safety Signs. See 01 50 00, Paragraph 2.1.3.

3.3. DOCUMENTATION

3.3.1. NOT USED

3.3.2. NOT USED

3.4. NOT USED

3.5. Work Schedule under Section 01 11 00.00 06 Paragraph 3.9.1.2 is changed to “Work S WORK SCHEDULE: The Contractor shall schedule the work between the hours of 7:00 a.m. and 4:30 p.m. Monday through Friday except Federal Holidays.

3.5.1. Permission to perform any work outside of these hours must be in writing and submitted five (5) calendar days in advance for approval by the Contracting Officer.

3.5.2. The Government may or may not grant such permission at its discretion.

3.6. Contractor Personal Vehicle Parking under Section 01 11 00.00 06 Paragraph 3.9.1.7 is changed to Contractor Personal Vehicle Parking:

The contractor may use a limited number of parking spaces in the existing lots for the contractor’s employee parking of personal vehicles. The Contractor shall coordinate with the Government on the exact number of available spaces, and shall make provisions to transport employees to the site should inadequate parking spaces be available on site. Parking in these areas is available on a first-come first served basis.

4. NOT USED

5. NOT USED

6. EXTERIOR EQUIPMENT

6.1. USARC Building: install appropriately sized pads for all equipment supports, noted in the Attachment C site inspection report.

6.2. USARC Building Section 2: replace deteriorated pipe penetration.

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. Replace all deteriorated joint sealants on exterior walls.

Coordinate with COR for locations.

7.1.1. Assume replacement of 2625 LF of joint sealants.

7.1.2. Contractor to replace all weeps.

7.1.3. Contractor to provide a flush seam metal wall panel system with manufacturer's 30 year polyvinylidene fluoride (PVDF) finish warranty for walls that transition from a lower roof section to a higher roof section.

7.2. DOR Shall visit the site three (3) times during the construction phase. One of these visits shall be during the final inspection

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. NOT USED

13. NOT USED

14. Roof System

Roof system installed shall comply with UFC 3-110-03 Roofing, with Change 5, or the latest version available. Where they do not existing contractor shall install roof access ladders from the ground to roof and between roof sections to allow access to all sections.

Contractors shall install new splash blocks at all downspout terminations.

Contractor bids shall include removal of 2-8 inches of insulation.

Existing roof systems may be multi-layered with differing roof system types below the surface membrane. Contractor is responsible for identifying all equipment mounted directly below the deck and to utilize a connection method that either avoids the deck or relocates equipment in a way that complies with current building codes.

Contractor to provide a flush seam metal wall panel system with manufacturer's 30 year polyvinylidene fluoride (PVDF) finish warranty for walls that transition from a lower roof section to a higher roof section

14.1. Building 102

Sections 1, 3, 4, 5, and 6 are EPDM membrane roofs over insulation installed over a metal deck. Sections 1, 3, 4, 5, and 6 to be replaced with a new 2-ply modified bitumen roof system. New flashing that is installed penetrations and curbs to include the 8” minimum for flashing height.

Section 2 is a standing seam metal over insulation on a metal deck.

Section 2 must receive an Mesh Reinforced Elastomeric Coating (MREC)to the standing seam metal roof system with a new 20 year manufacturer's water tight warranty.

14.2 ROOF DECK REPAIR

Inspect the roof deck carefully. If there are roof deck areas which require repair or replacement, notify the Contracting Officer. Do not proceed with repair or replacement until directed by the Contracting Officer. Assume replacement up to 10% damaged decking and 50% wood nailers.

--End of Section --

Attachment A

Site Location

Attachment B

Building Layout Plans

SC Engineers COA #1906

ROOF ASSESSMENT REPORT

FOR

NATIONAL ROOFING PROGRAM (NRP)

FY23 1-N, TX068

701 W SIMONDS ROAD

SEAGOVILLE, TX 75159

April 10, 2025

REI PROJECT NO. 23CHS-020

TX068

ROOF ASSESSMENT REPORT

TABLE OF CONTENTS

I. OVERALL MAP

II. BUILDING 102 SITE OVERVIEW

III. BUILDING 102 SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

IV. BUILDING 102 SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 DEFICIENCIES

D. SECTION 2 SUMMARY

V. BUILDING 102 SECTION 3

A. SECTION 3 COMPOSITION

B. SECTION 3 OBSERVATION

C. SECTION 3 DEFICIENCIES

D. SECTION 3 SUMMARY

VI. BUILDING 102 SECTION 4

A. SECTION 4 COMPOSITION

B. SECTION 4 OBSERVATION

C. SECTION 4 DEFICIENCIES

D. SECTION 4 SUMMARY

VII. BUILDING 102 SECTION 5

A. SECTION 5 COMPOSITION

B. SECTION 5 OBSERVATION

C. SECTION 5 DEFICIENCIES

D. SECTION 5 SUMMARY

VIII. BUILDING 102 SECTION 6

A SECTION 6 COMPOSITION 50