W912QR-51826046_NRP09-0000.pdf

Solicitation For Army Reserve National Roofing Program FY25 Task Order 09

P2: 565479 Design-Build

Volume A – TX195 - Huntsville, TX

Certified Final

30 July 2025

W912QR-51826046

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-51826046_NRP09-0000

REPLY TO

ATTENTION OF

Contracting Division

AR6-Cram Company, Inc.

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE.KENTUCKY 40201-0059

Brazos Roofing International of South Dakota Carmen Roofing Services, LLC Defense Roofing Solutions, LLC Reasor Roofing, LLC South Central Roofing, Inc.

Southwest Construction & Property Management, Inc.

Sustainable Building Solutions, LLC Tabcon, Inc.

Tri-Coast-Pac Tech N LLLP

Dear MATOC Contractors:

30 July 2025

Reference is made to your Indefinite Delivery Contracts, Numbers W912QR24D0054 - W912QR24D0063, Indefinite Delivery Indefinite Quantity (IDIQ), Design-Build Multiple Award Task Order Contract (MATOC) for Building Envelope, Roof Repair and Replacement Construction in Support of the U.S. Army Reserves National Roofing Program (NRP), Army, and Air Force Reserve Sections.

We request you submit a price proposal for design and construction services required to repair roofs at Huntsville, Texas; TX195, as detailed in the scope of work, drawings, and specifications posted at the System for Award Management (www.SAM.gov). The documents are available for download at www.SAM.gov only. All vendors must be registered in the SAM database at SAM.gov. The RFP can be found by logging into the website as a vendor and searching for the solicitation number (W912QR-51826046). The cost range is between $1,000,000 and $5,000,000.

The basis for award of this task order will be made based on a Best Value Trade-Off basis. Factors that will be reviewed are offeror's past performance, as found within the Contractor Performance Assessment System (CPARS), in addition to price (base plus all options). Price is considered more important than past performance. The Government will be pulling your CP ARS reports and will review quality and timeliness provided on prior jobs similar in scope and magnitude in accordance with the attached scope of work. Your proposal should include a price breakdown and/or labor category table demonstrating the use of the binding rates included in your MA TOC contract. The submitted price breakdown should include sufficient detail to allow the Government to verify that your proposed price incorporates the binding rates from your base contract. Any level of effort shown in the submitted information will not be used for evaluation purposes and will be used only to ensure that the proposal is in compliance with the binding rates from the base contract. Proposals that fail to submit a price breakdown or fail to use the binding rates from your MA TOC will not be considered. Proposals submitted in response to this RFP shall be good for no less than 120 calendar days.

52.236-27 Site Visit (Construction) (Feb 1995) Alternate I

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

POC Information

Bryan Hopkins, RFOS

Bryan.d.hopkins 8.mil@army.mil

719-317-7221

Alternate POC: Debbie Cooper

Debbie.l.cooper6.ctr@army.mil

719-516-538 1

Meeting Details

Date: August 8

Time: 2pm

Walkthrough Duration: 2 hours

Location: 1901 Veterans Memorial Parkway, Huntsville, TX 77340

Access Requirements:

No base access

Escort not required

(End of provision)

52.246-21 WARRANTY OF CONSTRUCTION (MAR 1994)

(a)In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph (i) of this clause, that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.

(b )This warranty shall continue for a period of 1 year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of 1 year from the date the Government takes possession.

(c)The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect.

In addition, the Contractor shall remedy at the Contractor's expense any damage to Government owned or controlled real or personal property, when that damage is the result of-

(l)The Contractor's failure to conform to contract requirements; or

National Roofing Program (NRP) FY25

Project 09

P2 565479

TX195, Huntsville, TX, US

Table of Contents

Version CERTIFIED FINAL

TABLE OF CONTENTS

VOLUME A: TX195, Huntsville, 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: Site Location

ATTACHMENT B: Building Layout

ATTACHMENT C: Site Inspection Report, 9

December 2021 (For Information

Only)

--End of Table of Contents--

FY25 NRP Project 9

TX195 Huntsville, TX

26-Jun-25

SECTION 00 80 50.00 06

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 After approval of the required bonds, the Government will issue an Administrative Notice-to-Proceed (NTP) to allow for preconstruction activities to be initiated in accordance with the contract requirements. The contract period of performance specified in Contract

Clause 52.211-10 will begin upon issuance of Administrative NTP. No onsite demolition or construction work will be permitted during the

Administrative NTP period. All required preconstruction activities and submittals must be submitted and accepted by the Government, where applicable, within the Administrative NTP period. The Government will issue a Construction NTP to allow commencement of all other contract work after the Administrative NTP period, or after the contractor's completion of all work specified in the Administrative NTP. Failure to complete all required preconstruction activities may result in the contract being terminated for default in accordance with Contract

Clause 52.249-10 Default (Fixed-Price Construction).

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 Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 50 for a notification of significant contract dates.

1.3.4 Additional Requirements/Clarifications of Work Included Within the Contract

The time stated in FAR 52.211-10 "Commencement, Prosecution, and

Completion of Work" in Section 00 70 50 for completion shall include as-built drawings, O&M manuals, operational tests/reports/training/instructions, and equipment lists.

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

TX195 22 20 21 16 8 4 5 2 4 9 19 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: TX20250188 Building

The work to be performed is located in Huntsville, TX, Walker 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 AT Level I training. This standard language is for contractor employees with an area of performance within an Army-controlled installation, facility, or area. 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.

http://jko.jten.mil/

1.7.2 Access and general protection/security policy and procedures.

This standard language is for contractor employees with an area of performance within an Army-controlled installation, facility, or area.

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 DoD, 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.

1.7.3 AT Awareness Training for Contractor Personnel Traveling

Overseas. This standard language requires U.S.-based contractor employees and associated subcontractor employees to make available and to receive Government-provided area of responsibility (AOR)–specific AT awareness training as directed by AR 525-13. Specific AOR training content is directed by the combatant commander, with the unit ATO being the local point of contact.

1.7.4 Army Training Certification Tracking System (ATCTS) registration for contractor employees who require access to Government information systems. All contractor employees with access to a Government info system must be registered in the ATCTS at commencement of services and must successfully complete the DoD Information Assurance Awareness prior to access to the information system and annually thereafter.

1.7.5 For contracts that require a formal OPSEC program. The 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.

1.7.6 Controlled Unclassified Information (CUI). Include DFARS clause

252.204-7012, which requires the contractor to comply with NIST 800-

171. Also include DFARS provision 252.204-2019 into solicitations.

Acquisition officials should follow procedures outlined in DFARS 204.73 and verify vendors have an adequate NIST SP 800-171 summary assessment score within the Supplier Performance Risk System (within PIEE). If the score doesn’t show a medium- or high-level assessment with a score of

110 or better (as described in the “NIST SP 800-171 DoD Assessment

Methodology”), include clause252.204-7020 and obtain the vendor’s

“system security plan” and “plan of action” for NIST SP 800-171 verification and assurance by Army security officials.

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

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 Contractor’s Safety Program 3.7.2 GA

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 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan 1.8 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Activity Hazard Analysis (AHA) 1.8 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Site Safety & Health Officer Qualifications

(SSHO)

1.5.1 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-05 Design Data Progress Photographs 1.45 GA

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

1.14 GA

00 80 00.00 06 SD-07 Certificates Insurance 1.31 GA

00 80 00.00 06 SD-07 Certificates Warranties 1.15 GA

00 80 00.00 06 SD-08 Certificates Crane Certificate of Compliance 1.12.6 GA

00 80 00.00 06 SD-11 Closeout Submittals Records, Waste Generated/Diverted 1.10 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 FY25 Project 9

SUBMITTAL REGISTER

JOB NAME: TX195

LOCATION: Huntsville, TX

CONTRACT NO:

CONTRACTOR:

SB MATOC

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

TX195, Huntsville, TX

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

TX195 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 TX195:

Building RFID (SF) Section(s) Existing Roof System

AFRC (15,436) 1 MODIFIED BITUMEN

OMS (801) 1 FIBERGLASS SHINGLES

OMS (2,717) 2 FIBERGLASS SHINGLES

OMS (3,670) 3 FIBERGLASS SHINGLES

OMS (1,614) 4 FIBERGLASS SHINGLES

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

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 Huntsville, 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

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, 9-Dec-21

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. PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.15. Registered Roof Consultant (RRC) (Designer of Record) shall have a degree in Architecture or Engineering and have at least ten (10) years of experience in roof repairs. The RRC must be currently licensed by the International Institute of Building Envelope Enclosures (IIBEC).

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

1.19. 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 CAD/BIM Requirement

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

2.2.3 Design Submittal Requirements

The contractor will not be required to produce charette or interim design submittals. The contractor will submit a final design, a corrected final design, and a certified final design. The independent

Registered Roof Observer (RRO) identified under Section 01 11 00.00 06

Paragraph 3.3.2.3 shall review the final design as part of the contractor design QC review team. The RRO shall attend the final design plan-in-hand review meeting.

2.1.4 Design Professionals

General Scope of work for most task orders will be for roof replacement and exterior water proofing with associated work. 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.

2.2.2. Design Milestone Schedule

Notice to Proceed (NTP) Day 0

Design Quality Control Plan (DQCP) NTP + 14 Days

Charette Report (FIO no review) NTP + 60 Days

Interim Submittal (FIO no review) NTP + 90 Days

Final Submittal NTP + 120 Days

Final Plan in Hand Meeting (on-site) NTP + 138 Days

Corrected Final Submittal NTP + 152 Days

Certified Final Submittal NTP + 160 Days

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. Insert any additional REQUIRED DESIGN PROFESSIONALS beyond RRC

2.12. GOVERNMENT FURNISHED MATERIALS

2.12.1. GFM Handover

The GFM has been provided as part of the Solicitation package.

2.12.2. GFM File Formats

GFM are provided only in PDF format.

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

Ryan Alexander Fagan, P.E., LEED AP BD+C

Ryan.a.fagan@usace.army.mil

LRL-ED-MA Room 414

600 Doctor Martin Luther King Junior Place

Louisville, KY 40202

Timothy M. McClellan, P.E., RRC

Timothy.m.mcclellan@usace.army.mil

LRL-ED-MA Room 414

Michael Brooks

Michael.s.brooks@usace.army.mil

LRL-CDR

Jeffrey E. Bayers, P.E., P.M.P.

Jeffrey.e.bayers@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 mailto:Ryan.a.fagan@usace.army.mil mailto:Timothy.m.mcclellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:Jeffrey.e.bayers@usace.army.mil mailto:steven.w.coffey3.civ@army.mil mailto:justin.reeder@saineng.com

Nick Bibelhauser, P.E.

Fort Knox Resident Engineer

US Army Corps of Engineers, Louisville District

Cell: 502-396-2143

Email: Nicholas.J.Bibelhauser@usace.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. Base Fire Department

c. Base Security/Police

d. Base Civil Engineer

e. Building Occupants

3.2.4. NOT USED

3.2.5. NOT USED

3.2.6. NOT USED

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

mailto:Nicholas.J.Bibelhauser@usace.army.mil

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. NOT USED

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. Exterior wall sealants at control joints and doors must be repaired where deteriorated. AFRC Building: approximately 100 linear feet of repair. OMS Building: approximately 100 linear feet of repair.

Flashing must be repaired where deteriorated or improperly installed.

AFRC Building: approximately 34 instances. Storage Building:

approximately 4 instances.

Fasteners must be replaced or repaired where exposed, backing out, or improperly installed. AFRC Building: approximately 3,510 instances.

Metal panels must be repaired where rusted, punctured, scratched, or otherwise damaged. AFRC Building: approximately 303 linear feet of repair.

Gutters must be repaired or replaced where retaining water, allowing the growth of vegetation, or improperly installed (e.g. edge of gutter higher than eave of roof). AFRC Building: approximately 510 linear feet of repair. Storage Building: approximately 140 linear feet of repair.

The Contractor must follow the base MATOC requirements regarding the envelope and items to be replaced (e.g. gutter, ladder/brackets, sealant) for the AFRC Building and OMS Building roof sections that will be replaced.

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 for

Section 1 of the AFRC Building. 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.

Modified Bitumen systems shall be two ply systems.

Building RFID (SF) Section(s) New Roof System

AFRC (15,436) 1 MODIFIED BITUMEN

OMS (801) 1 FIBERGLASS SHINGLES

OMS (2,717) 2 FIBERGLASS SHINGLES

OMS (3,670) 3 FIBERGLASS SHINGLES

OMS (1,614) 4 FIBERGLASS SHINGLES

14.1. NOT USED

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.

--End of Section --

Attachment B

Building Layout Plans

Attachment C

Site Inspection Report 9 December 2021

Note: This attachment is for documentation of existing conditions. The requirements of the 01 11 50.00 06 and the base MATOC take precedence over any recommended repairs included in this inspection report.

ROOF ASSESSMENT REPORT

FOR

NATIONAL ROOFING PROGRAM

1901 Veterans Memorial Parkway Huntsville, TX 77340

December 9, 2021

020CHS-094 - 63rd RD-TX195

1|Page

ROOF ASSESSMENT REPORT

TABLE OF CONTENTS

OVERALL MAP / SUMMARY

101 - AFRC

Sector 1 Sector 2 Sector 3

102 - OMS

Sector 1 Sector 2 Sector 3 Sector 4

103 - STORAGE

Sector 1

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FACILITY SUMMARY TABLE

Facility Name Section Quantity Average Condition AFRC 41,534 Red STORAGE 4,759 Green OMS 8,802 Red

OVERALL MAP

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Facility Overview - 101 AFRC Southeast Elevation

Northeast Elevation

Northwest Elevation

4|Page

Southwest Elevation

Total Sections: 3 Total Sq Ft: 41534

Material Name Quantity Est Install CI

B301001 STEEP

SLOPE ROOF

SYSTEMS

Sector 3 25,298 2012 88 Sector 2 800 2012 88

B301002 LOW

SLOPE ROOF

SYSTEMS

Sector 1 15,436 2012 30

B201010

EXTERIOR JOINT

SEALANT

Exterior Elevations

100 2012 88

Comments Building was constructed in approximately 2012 and has brick masonry exterior cladding with modified bitumen and Zip Rib style standing seam metal roofs. The modified bitumen roof has been coated and is in poor condition and is recommended to be replaced. The standing seam metal roof is in good condition.

Two leaks were reported by on site personnel at the roof to wall transition at entrance of buildings on standing seam metal roofs.

Exterior wall sealants at control joints and doors are deteriorated and are recommended to be budgeted for replacement (100 LF).

Section: Sector 1

Composition Size: 15436 SF Year: 2012

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Material Category: B301002 LOW SLOPE ROOF SYSTEMS Component Subtype: Modified Bitumen

Overview

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Inspection Inspection Date: 10/7/2021 Inspector: Verret, Billy Inspected Condition: Red

Repair attempt using incompatible materials or methods that likely did not correct the deficiency and are not consistent with industry standard. 8 EA

Crazing is a result of the waterproofing membrane drying out and cracking due to UV exposure. This condition may lead to direct water infiltration through the membrane. 100

SF

Open seams in the waterproofing membrane are typically caused by failing seam adhesives coupled with membrane shrinkage and stress on the seams. 1 EA

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Splits, tears, punctures, abrasions, etc.

observed in roof membrane. 2000 SF

Low flashing height observed at curb.

Exposed selvage edge was observed at laps.

5000 LF

Equipment supports, framing, or blocking resting directly on the roof membrane surface that can cause damage to the roof membrane.

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Splice or underplate was observed at coping joints. Sealant was also observed to be in fair condition. 32 EA

Repairs observed to existing roof system. 600

SF

Exposed relief cuts at drains were observed. 8

EA

Leaking gutter joint can be caused by improper installation or failing sealant. 4 EA

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A ponding water condition is typically due to a flaw in the original drainage design/installation, or the underlying insulation has collapsed due to age or weight and created a low lying area on the roof which is now holding water. 40 SF

Sealant not installed on pop rivet heads. 200

EA

Membrane is not adhered to substrate. 2 SF

Splash block is missing or damaged at downspout discharge.

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Vegetation growing on the roof, usually in conjunction with a build up of dirt and ponding water. 30 SF

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Summary Current Estimated Condition: Poor Remaining Service Life: 4 years Estimated Replacement Year: 2025

Comment:

Modified bitumen roof is in poor condition and is recommended to be replaced.

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Section: Sector 2

Composition Size: 800 SF Year: 2012 Material Category: B301001 STEEP SLOPE ROOF SYSTEMS Component Subtype: Formed Metal - Metal Standing Seam

Overview

Overview

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Inspector: Verret, Billy Inspected Condition: Green -

Exposed fasteners were observed where panel was attached to edge metal. Typical 500 EA

Rusting metal panel edges observed. 300 LF

Leaking gutter joint can be caused by improper installation or failing sealant. 8 EA

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Current Estimated Condition: Good Remaining Service Life: 25 years Estimated Replacement Year: 2046

Comment:

Standing seam metal roof is in good condition. It is recommended that all deficiencies noted in this report be corrected to extend serviceable life of this roof sector.

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Section: Sector 3

Size: 25298 SF Year: 2012 Material Category: B301001 STEEP SLOPE ROOF SYSTEMS Component Subtype: Formed Metal - Metal Standing Seam

Overview

Overview

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Inspector: Verret, Billy Inspected Condition: Green -

Flashing is installed in a generally poor manner and may not be watertight. 30 EA

Open flashing / closure can be caused by physical abuse, improper installation or failing sealant. 2 EA

Gutter holding water can be caused by improper installation of gutter or debris stopping water from flowing to nearest downspout. 500 LF

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Vegetation growing on the roof, usually in conjunction with a build up of dirt and ponding water. 10 LF

Damage/punctured metal panel observed.

Sealant has reached the end of its service life or was installed improperly. 5 EA

Scratches on panels were observed. 2 SF

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Improper installation of sheet metal flashing at panels and curb. 2 EA

Fastener is backing out of coping. 10 EA

Incorrect fastener placement increases the risk of moisture intrusion. 3000 EA

Repair attempt using incompatible materials or methods that likely did not correct the deficiency and are not consistent with industry standard. 80 LF

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Remaining Service Life: 25 years Estimated Replacement Year: 2046

Comment:

Standing seam metal roof is in good condition. It is recommended that all deficiencies noted in this report be corrected to extend serviceable life of this roof sector.

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Facility Overview - 102 OMS Northwest Elevation

Southwest Elevation

Northeast Elevation

Total Sections: 4 Total Sq Ft: 8802

Material Name Quantity Est Install CI

B301001 STEEP

SLOPE ROOF

SYSTEMS

Sector 4 1,614 2012 60 Sector 1 801 2012 60 Sector 2 2,717 2012 70 Sector 3 3,670 2012 60

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B201010

EXTERIOR JOINT

SEALANT

Exterior Elevations

100 2012 60

Comments The building was constructed in approximately 2012 and has brick masonry exterior wall cladding with shingle roofs. Shingle roofs are in fair condition and are recommended to be replaced in 6-8 years.

Exterior wall sealants at control joints and doors are deteriorated and are recommended to be budgeted for replacement (100 LF).

Section: Sector 1

Composition Size: 801 SF Year: 2012 Material Category: B301001 STEEP SLOPE ROOF SYSTEMS Component Subtype: Fiberglass Shingles

Overview

Overview

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Inspector: Verret, Billy Inspected Condition: Amber -

Lumps, ridges, or sags are visible on the surface of the roof. This can be caused by cupping or warping of the underlying deck, wrinkles in the underlying felts or debris present under the shingles. 300 SF

Flashing is installed in a generally poor manner and may not be watertight. 5 EA

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Current Estimated Condition: Fair Remaining Service Life: 7 years Estimated Replacement Year: 2028

Comment:

Shingle roofs are in fair condition and are recommended to be replaced in 6-8 years. It is recommended that all deficiencies noted in this report be corrected to extend serviceable life of this roof sector.

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Section: Sector 2

Size: 2717 SF Year: 2012 Material Category: B301001 STEEP SLOPE ROOF SYSTEMS Component Subtype: Fiberglass Shingles

Overview

Overview

26|Page

Inspector: Verret, Billy Inspected Condition: Amber

Flashing is installed in a generally poor manner and may not be watertight. 8 EA

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Remaining Service Life: 8 years Estimated Replacement Year: 2029

Comment:

Shingle roofs are in fair condition and are recommended to be replaced in 6-8 years. It is recommended that all deficiencies noted in this report be corrected to extend serviceable life of this roof sector.

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Section: Sector 3

Size: 3670 SF Year: 2012 Material Category: B301001 STEEP SLOPE ROOF SYSTEMS Component Subtype: Fiberglass Shingles

Overview

Overview

29|Page

Inspector: Verret, Billy Inspected Condition: Amber -

Existing repair failing due to age or improper repair.

Loss of the granule surfacing providing UV protection for the roof shingles. Some granule loss is expected over time as the shingle ages, but excessive loss can be caused by heavy foot traffic or a manufacturing defect.

Existing repair failing due to age or improper repair.

30|Page

Leak has been reported by the onsite personnel at exterior wall above roof at Sector 1.

Missing rain diverter at up slope side of wall.

13 EA

Existing repair failing due to age or improper repair. 4 EA

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Remaining Service Life: 7 years Estimated Replacement Year: 2028

Comment:

Shingle roofs are in fair condition and are recommended to be replaced in 6-8 years. It is recommended that all deficiencies noted in this report be corrected to extend serviceable life of this roof sector.

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Section: Sector 4

Size: 1614 SF Year: 2012 Material Category: B301001 STEEP SLOPE ROOF SYSTEMS Component Subtype: Fiberglass Shingles

Overview

Overview

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Inspector: Verret, Billy Inspected Condition: Amber -

Missing shingle can be caused by damage from a natural weather event, foot traffic or other mechanical means. 2 EA

Exposed fasteners through the roof system. 50

EA

Loss of the granule surfacing providing UV protection for the roof shingles. Some granule loss is expected over time as the shingle ages, but excessive loss can be caused by heavy foot traffic or a manufacturing defect. 500 SF

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Lumps, ridges, or sags are visible on the surface of the roof. This can be caused by cupping or warping of the underlying deck, wrinkles in the underlying felts or debris present under the shingles. 300 SF

Flashing is installed in a generally poor manner and may not be watertight. 10 EA

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Remaining Service Life: 7 years Estimated Replacement Year: 2028

Comment:

Shingle roofs are in fair condition and are recommended to be replaced in 6-8 years. It is recommended that all deficiencies noted in this report be corrected to extend serviceable life of this roof sector.

36|Page

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Facility Overview - 103 STORAGE Southwest Elevation

Northwest-Northeast Elevations

Northwest Elevation

38|Page

Southeast Elevation

Total Sections: 1 Total Sq Ft: 4759

Material Name Quantity Est Install CI

B301001 STEEP

SLOPE ROOF

SYSTEMS

Sector 1 4,759 2012 88

Comments Building was constructed approximately in 2012 and has sheet metal wall panels and trapezoidal standing seam metal roofing. Trapezoidal standing seam metal roof is in good condition. There are no control joints or windows on the exterior of the building.

Section: Sector 1

Composition Size: 4759 SF Year: 2012 Material Category: B301001 STEEP SLOPE ROOF SYSTEMS Component Subtype: Formed Metal - Metal Standing Seam

39|Page

Overview

Overview

40|Page

Inspector: Verret, Billy Inspected Condition: Green -

Outside edge of gutter is higher than the eave of the roof which may cause the gutter to overflow back into the building if the gutter becomes clogged. 140 LF

Flashing is installed in a generally poor manner and may not be watertight. 4 EA

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Remaining Service Life: 25 years Estimated Replacement Year: 2046

Comment:

Standing seam metal roof is in good condition.

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