W912QR-61215935_NRP14-0000.pdf

Solicitation For Army Reserve National Roofing Program FY26 Task Order 14

P2: 574437 Design-Build

Volume A – NY116 - New Windsor, NY

Certified Final

13 April 2026

W912QR-61215935

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-61215935_NRP14-0000

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE,KENTUCKY 40201-0059

REPLY TO

ATTENTION OF

Contracting Division 1 May 2026

AR6-Cram Company, Inc.

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 JV LLLP

Dear MATOC Contractors:

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 New Windsor, NY; FAC ID NY116, 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-61215935). 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 award a firm fixed price task order to the responsible offeror whose proposal is fair and reasonable and has been determined to be the most advantageous to the Government. The Government will be pulling your CPARS 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 MATOC 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 MATOC will not be considered. Proposals submitted in response to this RFP shall be good for no less than 120 calendar days.

Proposals are due no later than 2:00 PM ET on 15 June 2026. Submit your proposal by email to charity.a.mansfield@usace.army.mil. Proposals not received by the stated date/time will not be considered. Please acknowledge receipt of this RFP by signing below in the space provided and returning to Charity Mansfield via email at charity.a.mansfield@usace.army.mil.

Payment and Performance Bonds will be required for this project. Performance and Payment Bonds are required within 10 days after the date of award. The Notice to Proceed will be issued after receipt and approval of the bonds.

All questions regarding this Request for Proposal (RFP) must be submitted via ProjNet. The website to access this system is www.projnet.org and the bidder inquiry key for this specific project is:

(GD2ZXU-ZM3MB4). Please see ProjNet instructions included in this RFP.

If you have contractual questions, please contact Charity Mansfield at charity.a.mansfield@usace.army.mil. If an Offeror believes that the requirements in the RFP contain an error, omission, or are otherwise unsound; the offeror shall immediately notify the Contract Specialist in writing with supporting rationale. All Offerors is reminded that the Government reserves the right to award this RFP based on the initial proposals, as received, without discussion.

Sincerely, Jesse E. Scharlow Contracting Officer

(Signature) (Date)

(Printed Name)

(Firm Name)

OFFEROR'S QUESTIONS AND COMMENTS

Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.ProjNet.org/ProjNet. As noted below, offerors shall not submit their proposals via ProjNet. Offerors shall submit their proposals in accordance with the provisions stated in the solicitation.

To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system.

The Solicitation Number is: W912QR-61215935

The Bidder Inquiry Key is: GD2ZXU-ZM3MB4

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2. Identify the Agency. This should be marked as USACE.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Email. Enter the email address you would like to use for communication.

5. Select Continue. A page will then open stating a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7. Select Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3. Identify the Agency. This should be marked as USACE.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Email. Enter the email address you used to register previously in ProjNet.

6. Select Continue. A page will then open asking you to enter the answer to your Secret Question.

7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

From this page you may view all bidder inquiries or add an inquiry.

Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

Offerors are requested to review the specification in its entirety and to review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

NOTES:

1. Offerors shall not submit their proposals via ProjNet, but in accordance with the provisions stated in the solicitation. Any questions regarding acceptable means of submitting offers shall be made directly to the Contract Specialist identified in the solicitation.

2. Government responses to technical inquiries and questions relating to proposal procedures or bonds that are submitted to ProjNet in accordance with the procedures above are not binding on the Government unless an amendment is issued on Standard Form 30. In the case of any conflicts, the solicitation governs. Any changes or revisions to the solicitation will be made by formal amendment.

3. The ability to enter technical inquiries and questions relating to proposal procedures or bonds will be disabled five (5) calendar days prior to the closing date stated in the solicitation. No Government responses will be entered into the ProjNet system within two (2) calendar days prior to the closing date stated in the solicitation.

SECTION 00010 - SOLICITATION CONTRACT FORM

SECTION 00010 – PRICE BREAKOUT SCHEDULE

PROJECT: The Scope of Work (SOW) is for the design and construction services required to repair failed or failing roofs in the United States Army Reserve Command (USARC) roofing inventory under the NRP FY2 Project 14

LOCATIONS:

PROPOSER’S NAME:

ITEM

NUMBER Description UNIT AMOUNT

BASE Work For NY116

0001 Construction: All work, materials, and labor JOB $___________ required to replace the roof at NY116 Building USARC

0002 Design: All work and labor required to JOB $___________ design the roof at NY116 Building USARC

0003 Construction: All work, materials, and labor JOB $___________ required to replace the roof at NY116 Building AMSA

0004 Design: All work and labor required to design the roof at NY116 Building AMSA JOB $___________

TOTAL PROJECT BASE PROPOSAL $

OPTIONS: Options may be exercised up to 120 days from Notice to Proceed

OPTION 1 Work For NY116 0005 Construction: All work, materials, and labor JOB $___________ required to reinstall the solar panels at NY116 Building USARC

TOTAL ALL OPTIONS PROPOSAL $

TOTAL PROJECT BASE PLUS OPTIONS PROPOSAL $

FACILITY LOCATION

NY116 New Windsor, NY

Provide the binding contract rates and hours included in job prices above for all base and option tasks.

Project Manager _______ hours x _______ = $___________

Superintendent _______ hours x _______ = $___________

CQC Manager _______ hours x _______ = $___________

Site Safety Health Officer _______ hours x _______ = $___________

NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

NOTE NO. 1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest Contract Line Item (CLIN) schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.

NOTE NO. 2. Offerors must insert a price on all numbered items of the CLIN Schedule. Failure to do so may result in the offer being unacceptable.

NOTE NO. 3. The Offeror’s Base Bid will be evaluated based on fair and reasonableness to the Government. The basis for award is the trade-off process. The Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement.

--END OF CLIN SCHEDULE—

Section 00 70 00

52.211-12 Liquidated Damages -- Construction (Sept 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $2,725.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of Clause)

52.217-5 -- Evaluation of Options.

Evaluation of Options (Jul 1990)

Except when it is determined in accordance with FAR 17.20 ( ) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

(End of Provision)

52.217-7 -- Option for Increased Quantity -- Separately Priced Line Item.

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option Reference Price Breakout Schedule. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of Clause)

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-

(1)The Contractor’s failure to conform to contract requirements; or

(2)Any defect of equipment, material, workmanship, or design furnished.

(d)The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The Contractor’s warranty with respect to work repaired or replaced will run for 1 year from the date of repair or replacement.

(e)The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

(f)If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor’s expense.

(g)With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall-

(1)Obtain all warranties that would be given in normal commercial practice;

(2)Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the Contracting Officer; and

(3)Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.

(h)In the event the Contractor’s warranty under paragraph (b) of this clause has expired, the Government may bring suit at its expense to enforce a subcontractor’s, manufacturer’s, or supplier’s warranty.

(i)Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government nor for the repair of any damage that results from any defect in Government-furnished material or design.

(j)This warranty shall not limit the Government’s rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes, or fraud.

(End of clause)

252.236-7001 Contract Drawings and Specifications (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

N/A

(End of clause)

Section 00 73 00

Commencement, Prosecution, and Completion of Work

The Contractor shall be required to

(a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed,

(b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than 365 calendar days from Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

(End of Condition)

Physical Data

Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations.

(b) Weather conditions: The Contractor shall make his own investigations as to weather conditions at the site. Data may be obtained from various National Weather Service offices located generally at airports of principal cities, the nearest to this project being New Windsor, NY.

(c) Transportation facilities: Roads and railroads in the general area are shown on the drawings.

Access ways shall be investigated by the Contractor to satisfy himself as to their existence and allowable use.

(d) Historical data for all areas may be obtained from:

US Dept of Commerce National Oceanic and Atmospheric Administration National Weather Service New York, NY 175 Brookhaven Avenue Upton, NY 11973

(End of Condition)

Site Visit (Construction) Alternate I

(a) The conditions, Differing Site Conditions, and 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: Michael Moseman Phone: 910-598-8981 Email: michael.moseman.civ.army.mil Date/Time: 02-JUN-2026 @10:00 AM

Contractors who intend to attend the site visit should send an email notification to michael.moseman.civ@army.mil and John.P.Hearn@usace.army.mil no later than 4:30 PM on 29 May 2026.

(End of Condition)

National Roofing Program (NRP) FY26

Project 14

P2 574437

NY116, New Windsor, NY, US

TABLE OF CONTENTS

VOLUME A: NY116, New Windsor, NY

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, 18 September 2025 (For

Information Only)

--End of Table of Contents--

Version CERTIFIED

FINAL

Table of Contents

NRP FY26 Project 14

P2 574437

19-Mar-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 1.37 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 period of performance outlined in the

Price Breakout Schedule.

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

NY116 22 21 22 21 21 10 6 5 11 20 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: NY20260007 - BLDG

The work to be performed is located in New Windsor, NY, Orange.

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.

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 http://jko.jten.mil/ 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 32 01.00 06 SD-01 Preconstruction Submittal Project Schedule 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 Activity Hazard Analysis (AHA) 1.8 F

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 Insurance 1.31 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 14

SUBMITTAL REGISTER

JOB NAME: NY116

LOCATION: New Windsor, NY

CONTRACT NO:

CONTRACTOR:

SB MATOC CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

SECTION 01 11 50.00 06

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK

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

NY116 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 NY116:

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

USARC (43,577) 1-2 EPDM

AMSA (14,714) 1-3 EPDM

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.

Version CERTIFIED

FINAL

NRP FY26 Project 14

NY116 New Windsor, NY

P2 574437

7-APR-26

1.3. SITE LOCATION

This project is located at New Windsor, NY.

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, 18-Sep-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. PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.15. NOT USED

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

2. DESIGN REQUIREMENTS

2.1. GENERAL

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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

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.

2.2.4 Registered Roof Consultant (RRC) Requirements

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.

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2.2.5 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.

2.2.6 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

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

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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 Fagan, PE

Ryan.a.fagan@usace.army.mil

LRL-EDM-A

220 West Main St

Louisville, KY 40202

U.S. Army Corps of Engineers

Timothy M. McClellan, P.E., RRC

Timothy.m.mcclellan@usace.army.mil

LRL-EDM

220 West Main St

Louisville, KY 40202

U.S. Army Corps of Engineers

John P. Hearn john.p.hearn@usace.army.mil

Supervisory Construction Control Rep, COR

OSHA SGE/CDSO

US Army Corps of Engineers – Wright Patterson Area/ Resident Office

2475 K Street Bldg 52

WPAFB OH 45433

937-656-6463 (Desk)

U.S. Army Corps of Engineers

Michael Brooks

Michael.s.brooks@usace.army.mil

LRL-CDR

220 West Main St

Louisville, KY 40202

U.S. Army Corps of Engineers

Sheryll Impellizzeri, PE sheryll.s.impellizzeri@usace.army.mil

LRL-PM-R

220 West Main St

Louisville, KY 40202

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7-APR-26

W912QR-61215935_NRP14-0000

mailto:Timothy.m.mcclellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:sheryll.s.impellizzeri@usace.army.mil

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

99th RD (OH, MI)

William (Bill) Markey

5231 South Scott Plaza

Joint Base McGuire-Dix-Lakehurst, NJ 08640

Phone: 609-997-5271

Email: william.f.markey4.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

3.2.7. NOT USED

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7-APR-26

W912QR-61215935_NRP14-0000

mailto:steven.w.coffey3.civ@army.mil mailto:justin.reeder@saineng.com mailto:william.f.markey4.civ@army.mil

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. Secure twelve (12) rooftop exhaust fans as noted in inspection report.

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. 1900 LF sealant at Section 1 of USARC to be replaced.

7.2. 375 LF sealant at Section 1 of AMSA to be replaced.

7.3. 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.

7.4 DOR Shall visit the site three times during the construction phase. One of these visits shall be during the final inspection.

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7.5 Secondary overflow drainage to be installed at all scupper locations.

7.6 Contractor to replace existing roof hatches with new OSHA compliant roof hatches with fall protection cage and gate for access.

7.7 Contractor shall remove existing solar panels and coordinate with COR and installation on site for storage. Customer will provide area for storage.

Reinstallation of existing solar panels shall be included in Contractor’s bid as an Option, exerciseable through construction duration.

7.8 Gas line on Section 2 of USARC to be re-supported on elevated, non-penetrating supports, designed to maintain structural integrity and comply with respective codes. Supports shall rest on a sacrificial sheet of modified bitumen.

7.9 Pitch pans are not allowed.

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.

Single ply roofing system shall be replaced with 2-ply modified bitumen.

Modified Bitumen systems shall be two ply systems

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

USARC (43,577) 1-2 Modified Bitumen

AMSA (14,714) 1-3 Modified Bitumen

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14.1. BUILDING

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 --

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Attachment A

Site Location

NY116 Legend

910 Raz Ave

1 mi

N

N Image © 2026 Airbus

Image © 2026 Airbus

Image © 2026 Airbus

NY116 OVERALL MAP

USARC BUILDING

AMSA BUILDING

STORAGE BUILDING #1

STORAGE BUILDING #2

Attachment B

Building Layout Plans

LP

LP

LP

LP LP

LPLP

LP

LP LP

R R

R R

R R

R R

R R

R R

R R

R R

R

SOLAR PANELS

G G

G G

G

227'-9"

18'

46'-107 8"

12'-31 8"

20'

3'-5"

146'-6"

143'-1"

LP

USAFRC, ROOF PLANA SCALE: 1/16" = 1'-0" 016 3216

1/16" = 1'-0"

USAFRC

ROOF PLAN

Engineering solutions for tomorrow®

4995 Lacross Rd. | Suite 1325 Charleston, SC 29406 www.reiengineers.com

SOUTH CAROLINA

CERTIFICATE OF

AUTHORIZATION #1906

NORTH

PLAN

US ARMY RESERVE

NY116

ROOF ASSESSMENT

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

A-001

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

910 RAZ AVE

NEW WINDSOR, NY

23CHS-021

STRUCTURAL SLOPE

R RIDGE

MECHANICAL CURB

ROOF HATCH

PIPE PENETRATION

ROOF EDGE

PARAPET WALL

KEY

S

SOLAR PANELS

ROOF AREA INDICATOR

GOOSE NECK VENTG

XX

LIGHTNING PROTECTION PENETRATIONLP

S 1/4":12"

S 1/4":12"

S 1/4":12"

S 1/4":12"

S 1/4":12"

S 1/

4" :1

2"

S 1/

4" :1

2"

PITCH POCKET

PIPE PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

2 LPG 10

3 6

4 5

GOOSE NECK 4

EQUIPMENT CURB SIZES

EQUIPMENT CURB

(INCHES) QUANTITY

4 X 12 1

20 X 20 2

21 X 106 1

24 X 24 2

30 X 30 1

36 X 36 1

54 X 90 1

33 X 39

ROOF HATCH

GENERAL NOTES:

1. SECTION 1 DECK TYPE:

a. METAL DECK

STRUCTURALLY SLOPED 1/4":12"

2. SECTION 2 DECK TYPE:

b. METAL DECK

STRUCTURALLY SLOPED 1/4":12"

3. SECTION 1 EAVE HEIGHT: 31'-0"

SECTION 2 EAVE HEIGHT: 24'-0"

SCUPPER WITH COLLECTOR HEAD

SOLAR PANELS

LIGHTNING PROTECTION CABLE

ROOF ACCESS LADDER

LP

LP

LP

LP

R R

R R

LP

LP

LP LP

R R

R R

R

LP

LP

LP

R R

R

64'-9"

72'-6"

48'

8'-10" 7'-2"

67'-3"

83'-3"

AMSA, ROOF PLANA SCALE: 1"=10' 010 2010

1"=10'

AMSA

ROOF PLAN

Engineering solutions for tomorrow®

4995 Lacross Rd. | Suite 1325 Charleston, SC 29406 www.reiengineers.com

SOUTH CAROLINA

CERTIFICATE OF

AUTHORIZATION #1906

NORTH

PLAN

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

A-002

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

STRUCTURAL SLOPE

R RIDGE

ROOF ACCESS LADDER

MECHANICAL CURB

ROOF HATCH

PIPE PENETRATION

ROOF EDGE

PARAPET WALL

KEY

S

ROOF AREA INDICATOR#

LIGHTNING PROTECTION PENETRATIONLP

S 1/4":12"

S 1/4":12"

S 1/2":12"

S 1/2":12"

S 1/2":12"

S 1/2":12"

US ARMY RESERVE

NY116

ROOF ASSESSMENT

910 RAZ AVE

NEW WINDSOR, NY

23CHS-021

PRIMARY SCUPPER

PIPE PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

2 LPG 12

4 10

6 2

EQUIPMENT CURB SIZES

EQUIPMENT CURB

(INCHES) QUANTITY

16 X 16 2

20 X 20 3

28 X 28 2

36 X 36 3

42 X 42 3

33 X 39

ROOF HATCH

GENERAL NOTES:

1. SECTION 1 DECK TYPE:

a. METAL DECK

STRUCTURALLY SLOPED 1/4":12"

2. SECTION 2 AND 3 DECK TYPE:

b. METAL DECK

STRUCTURALLY SLOPED 1/2":12"

3. SECTION 1 EAVE HEIGHT: 23'-9"

SECTION 2 EAVE HEIGHT: 14'-0"

SECTION 3 EAVE HEIGHT: 21'-9"

Attachment C

Site Inspection Reports

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.

SC Engineers COA #1906

ROOF ASSESSMENT REPORT

FOR

NATIONAL ROOFING PROGRAM (NRP)

FY23 1-N, NY116

910 RAZ AVE

NEW WINDSOR, NY 12553

September 18, 2025

REI PROJECT NO. 23CHS-021

NY116

ROOF ASSESSMENT REPORT

TABLE OF CONTENTS

I. OVERALL MAP

II. USARCF BUILDING SITE OVERVIEW

III. USARC BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

IV. USARCF BUILDING SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 DEFICIENCIES

D. SECTION 2 SUMMARY

V. AMSA BUILDING SITE OVERVIEW

VI. AMSA BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

VII. AMSA BUILDING SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 DEFICIENCIES

D. SECTION 2 SUMMARY

VIII. AMSA BUILDING SECTION 3

A. SECTION 3 COMPOSITION

B. SECTION 3 OBSERVATION

C. SECTION 3 DEFICIENCIES

D. SECTION 3 SUMMARY

IX. STORAGE #01 BUILDING SITE OVERVIEW

X. STORAGE #01 BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

XI. STORAGE #02 BUILDING SECTION 1

XII. STORAGE #02 BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

XIII. ROOF PLANS

A. USARC BUILDING

B. AMSA BUILDING

C. STORAGE #01 BUILDING

D. STORAGE #02 BUILDING

NY116 - USAFRC

New Windsor, NY 12553

Site Overview

Total Sections: 2 Total Sq Ft: 43,577 Map Name Sq Ft Est Install

1 Section 1 32,587 2009 2 Section 2 10,990 2009

New Windsor, NY 12553

Section 1 Composition Section:

Size:

Inspection Date:

Inspector:

32587

08/27/2025 Daniel McQueen

White EPDM Single Ply Membrane

Metal Decking

New Windsor, NY 12553

Section 1 Observations Section:

Size:

Inspection Date:

Inspector:

32587

08/27/2025 Daniel McQueen

Overview Overview

Overview Overview

New Windsor, NY 12553

Observations (continued) Section 1Section:

Size:

Inspection Date:

Inspector:

32587

08/27/2025 Daniel McQueen

Partial Electrical Room Partial Electrical Room

Partial Electrical Room Partial Electrical Room

New Windsor, NY 12553

Section 1 Deficiencies Section:

Size:

Inspection Date:

Inspector:

32587

08/27/2025 Daniel McQueen

Single Ply - Sealant Deterioration at Field Repairs (Remedial) Quantity: 32 EA Deficiency:

Sealant at existing field patches is deteriorating.

Corrective Action:

Deteriorated sealants should be removed, membrane surface cleaned, and new sealants should installed per manufacturer's' recommendations.

Single Ply - Deteriorated Sealant at Corner Patches (Remedial) Quantity: 4 EA Deficiency:

All corner patches showing significant to moderate sealant…