W912QR26R1C5X_NRP12-0000.pdf

Solicitation For Army Reserve National Roofing Program FY26 Task Order 12

P2: 565479

Design-Build

Volume A – AL018 - Fort Rucker, AL Volume B - MS800 - Camp Shelby, MS (Option 1)

Certified Final

27 July 2026

W912QR26R1C5X

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

W912QR26R1C5X_NRP12-0000

P2: 574437 National Roofing Program (NRP) FY26 Project 12 AL018/MS800 Ft Rucker, AL/Camp Shelby, MS

Version CERTIFIED FINAL

TABLE OF CONTENTS

VOLUME A: AL018 Ft Rucker, AL

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A: Site Location

ATTACHMENT B: Building Layout

ATTACHMENT C: Site Inspection Report, April 1, 2026 (For Information Only)

VOLUME B: MS800 Camp Shelby, MS

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, March 20, 2026 (For Information Only)

--End of Table of Contents--

June 2026 Solicitation

ARIMS: 200A

Disposition: Maintain for 15 yrs after construction

Army Reserve National Roofing Program

FY26 Task Order 12

Volume A

AL018 Fort Rucker, AL

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A:

ATTACHMENT B:

ATTACHMENT C:

Site Location

Building Layout

Site Inspection Report, March 20, 2026

(For Information Only)

NRP FY26 Project 12 AL018 Fort Rucker, AL P2 574437 13-Jul-26

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 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

AL018 22 21 20 16 5 5 6 6 4 8 19 22

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: AL20260075 Building

The work to be performed is located in Fort Rucker, AL, Dale County.

1.6. NOT USED

1.7. Antiterrorism (AT) and Operations Security (OPSEC)- Paragraph 1.7

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 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.

http://jko.jten.mil/

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.

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 GA 01 45 04.10 06 SD-01 Preconstruction Submittal Design Quality Control Plan 3.2 GA 01 45 04.10 06 SD-01 Preconstruction Submittal Construction Quality Control Plan 3.3 GA 01 50 00 SD-01 Preconstruction Submittal Construction Site Plan 1.3 GA 01 57 19.00 06 SD-01 Preconstruction Submittal Environmental Protection Plan 1.7 GA 01 74 19 SD-01 Preconstruction Submittal Construction Waste Management Plan 1.7 GA

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

SB MATOC

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

TITLE: FY26 NRR Project 12

SUBMITTAL REGISTER

JOB NAME: AL018

LOCATION: Ft Rucker, AL

CONTRACT NO:

CONTRACTOR:

10-Jul-26

SECTION 01 11 50.00 06

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 AL018 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 AL018:

Building RFID (SF) Section(s) Existing Roof System USARC (15,709) Section-1 TPO single ply USARC (3,554) Section-2 TPO single ply USARC (704) Section-3 TPO single ply

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 Building 25109 Knox Field Rd Daleville, AL 36322.

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. 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, 20-Mar-26

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

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. Design Professionals

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

2.2.5. Design Milestone Schedule

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

Notice to Proceed (NTP) Day 0 Design Quality Control Plan (DQCP) NTP + 14 Days Charrette Meeting (on-site) 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. Charrette Meeting (Shall be in person and on-site.)

2.4.2. Final Design Review Meeting (Shall be in person and on-site.)

2.5. NOT USED

2.6. NOT USED

2.7. NOT USED

2.8. NOT USED

2.9. NOT USED

2.10. NOT USED

2.11. NOT USED

2.12. NOT USED

2.13. DESIGN SUBMITTAL DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers John White

LRL-ED-MR

220 West Main Louisville, KY 40202 Email: John.E.White@usace.army.mil

U.S. Army Corps of Engineers Timothy M. McClellan, P.E., RRC

LRL-EDM

220 West Main Louisville, KY 40202 Email: Timothy.m.mcclellan@usace.army.mil

Michael Brooks

LRL-CDR

220 West Main

Email: Michael.s.brooks@usace.army.mil

Sheryll Impellizzeri, PE

LRL-PM-R

220 West Main

Email: 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

81st RD William (Bill) Fogarty 81 Wildcat Way Fort Jackson, SC 29207 Phone: 803-351-0977 Email: William.c.fogarty.civ@army.mil

U.S. Army Corps of Engineers Abraham M Goodwin, PMI-CP Fort Campbell Resident Office Cell: 931-367-1217 Email: Abraham.M.Goodwin@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. 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. 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. No work shall occur on Federal Holidays.

3.5.2. No work shall occur on drill weekends.

3.5.3. 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.

3.5.4. 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. Contractor to install new through wall scuppers as secondary drainage overflows.

6.2. Replace existing roof hatch and access ladder with new OSHA/EM 385-1-1 compliant hatch/ladder.

6.3. Existing secondary and primary drainage are assumed to utilize common drainage piping on the interior of the building. Contractor to install secondary overflow drainage for all interior drains.

Contractor to utilize overflow scuppers for all primary interior drains. Contractor to design tapered insulation crickets to accommodate overflow drains and allowable height difference between primary and secondary outlets.

6.4. All pitch pans are to be eliminated and supports for equipment to be flashed with liquid flashing.

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. Approximately 600 LF of exterior sealant to be replaced at the

ARC Building – Coordinate with COR for the locations.

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

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

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. NOT USED

13. NOT USED

14. Roof System

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

Contractors shall match existing downspout terminations with either new splash blocks at all downspout terminations or if exiting project has underground piping/storm drains the contractor shall snake/clear drains that have downspouts terminating in them.

Contractor is responsible for identifying all equipment mounted directly below the deck and 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 USARC (15,709) Section-1 2 Ply Modified Bitumen USARC (3,554) Section-2 2 Ply Modified Bitumen USARC (704) Section-3 2 Ply Modified Bitumen

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. Assume replacement up to 10% damaged decking and 50% wood nailers.

--End of Section --

Attachment A

Site Location

Location – AL018

USARC

AL018

Site Plan

200 ft

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Image © 2026 Airbus

USARC

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Attachment C

Site Inspection Report March 20, 2026

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,

, 202

REI PROJECT NO. 23CHS-021

I. OVERALL MAP

II. USARC 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. USARC BUILDING SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 DEFICIENCIES

D. SECTION 2 SUMMARY

V. USARC BUILDING SECTION 3

A. SECTION 3 COMPOSITION

B. SECTION 3 OBSERVATION

C. SECTION 3 DEFICIENCIES

D. SECTION 3 SUMMARY

VI. ROOF PLANS

A. USARC BUILDING

Pa ge o f 3

AL

O

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R

AL

L

M

AP

U

SA

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BU

IL

D

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G

AL018 - USARC

Knox Army Heliport-BLDG. 25109

Knox Field Rd

Daleville, AL 36322

Site Overview

Total Sections: 3

Total Sq Ft: 19,967

Map Name Sq Ft Est Install

1 Section 1 15,709 2014 2 Section 2 3,554 2014 3 Section 3 704 2014

Knox Field Rd

Daleville, AL 36322

Section 1 15709

03/11/2026

Composition Section:

Size:

Inspection Date:

Inspector: Jordan Koch

TPO Single Ply Membrane

Metal Decking

Knox Field Rd

Daleville, AL 36322

Section 1 15709

03/11/2026

Composition Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Test Cut TPO Membrane 2" PolyIso Insulation Gravel 3-Ply Fiberglass Ply 2" Perlite Insulation 2" perlite Insulation Metal Decking

Knox Field Rd

Daleville, AL 36322

Section 1 15709

03/11/2026

Observations Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Overview Overview

Overview Overview

Knox Field Rd

Daleville, AL 36322

Observations (continued) Section 1 15709

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Electrical Panels Electrical Panels

Lightning Protection Gear Lightning Protection Gear

Knox Field Rd

Daleville, AL 36322

Section 1 15709

03/11/2026

Deficiencies Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Roofing - Debris (Remedial)

Quantity: 1 EA Deficiency:

Collection of trash, dirt or other debris on roof was observed. This may cause lack of proper drainage and/or deterioration issues.

Corrective Action:

Roof should be inspected for debris and cleaned regularly.

Drainage - Drain dome clogged (Remedial)

Quantity: 13 EA Deficiency:

Drain dome clogged with debris.

Corrective Action:

Remove debris from drain dome.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 1 15709

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Single Ply - Ponding Water (Remedial)

Quantity: 25 Sq Ft Deficiency:

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.

Corrective Action:

A ponding water condition is best corrected during a re-roof project.

Base Flashing - Unadhered Flashing at Parapet-Single Ply

(Remedial)

Quantity: 100 Sq Ft Deficiency:

Single ply membrane flashing was observed to unadhered at parapet walls. This is either due to poor installation or adhesive failure.

Corrective Action:

Repair per manufacturer's recommendations or if failure is wide spread this could be cause for roof replacement.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 1 15709

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Penetration - One Way Vent Observed-(For Information Only)

(Remedial)

Quantity: 10 EA Deficiency:

One way vents were observed throughout roof area. They are used in recover projects or roof systems installed over LWIC.

Corrective Action:

These were noted for information only. Further investigation is warranted prior to any reroof project.

Penetration - Aged Pipe Penetration Flashing (Remedial)

Quantity: 7 EA Deficiency:

Pipe penetration flashing installed is at the end of its' life cycle.

Corrective Action:

Due to age pipe penetration flashing should be replaced with new and properly installed per manufacturer's instructions.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 1 15709

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Single Ply - Pitch Pan - Single Ply (Remedial)

Quantity: 10 EA Deficiency:

Pitch pan was used at this penetration. Pitch pans require maintenance and if not maintained may allow water intrusion.

Corrective Action:

Pitch pans are a maintenance item and should not be used. If a single penetration may be field wrapped or preformed pipe penetration flashing can be used. If ultiple pipes are present a curb type multipipe penetration can be used.

Single Ply - Lack of Cricket at Curb (Remedial)

Quantity: 8 EA Deficiency:

Curb was observed with no cricket installed above it to allow water diversion.

Corrective Action:

Crickets are normally required for curbs over 16" wide. Crickets should be installed to create positive slope at curb for drainage.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 1 15709

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Single Ply - Incapsulated Roof Divider /Expansion Joint

(Remedial)

Quantity: 258 EA Deficiency:

During existing recover project areas were incapsulated into the field membrane. They appear to either be a roof divider or expansion joint.

Corrective Action:

Further investigation is needed to clarify these areas. Test cuts at all locations are needed to confirm prior to reroof design can be completed.

Drainage - Missing Drain Clamping Ring (Remedial)

Quantity: 18 EA Deficiency:

Clamping ring for drain assemblies were not installed at both primary and secondary drain locations. Do e strainers were attached to field membrane with straps made from membrane. It appears a tube was placed into existing drain assembly and target ply was installed to complete the installation. They are functioning but are not based on any industry standard.

Corrective Action:

When roof replacement project occurs, existing drains should be inspected and either reused if in good condition or replaced if they are found to be damaged.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 1 15709

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Drainage - Removed Dedicated Secondary Overflow

(Remedial)

Quantity: 10 EA Deficiency:

No emergency overflow drainage is present. It appears they were covered during recover project. In the event of the primary drainage becoming blocked, water will collect on the roof and add unnecessary weight to the structure.

Corrective Action:

Install emergency overflow provisions per industry standards and to meet all applicable codes.

Exterior Envelope - Sealant Deterioration Significant

(Remedial)

Quantity: 534 LF Deficiency:

Sealant is deteriorated to the point of failure and no longer provides a watertight condition.

Corrective Action:

Remove existing sealant and replace per industry standard.

Knox Field Rd

Daleville, AL 36322

Section 1 15709

03/11/2026

Summary Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Condition Summary

Estimated Replacement: 2026

Recommendations

The observations and recommendations submitted for the subject roofs are based upon visual observations and recommendations are based on the condition of the installed roof system and roof sheet metal flashings as they exist today.

Building was constructed in the late 70's. The roof is a TPO single ply roof over a gravel-built up roof system over a metal deck. Roof was installed approximately 12 years ago.

Associated sheet metal details were observed to be made from painted aluminum. Access to roof area is provided by a portable ladder from the ground. No lightning protection was noted on roof. Lightning protection system gear was observed in electrical room.

The overall condition of the TPO single ply roof is poor and it appear this was an emergency recover over an existing Gravel/BUR. There have also been several leaks noted throughout building. Since there are 2 roof systems, the poor condition of the current roof and the deficiencies noted in this report it is recommended that this roof system be budgeted for replacement with in the year.

Exterior sealants are in poor condition and should be budgeted for replacement in the next year. This is for all elevations.

Knox Field Rd

Daleville, AL 36322

Section 1 15709

03/11/2026

Summary Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Qty Remedial Replacement

1 EA

13 EA

25 Sq Ft 100 Sq Ft

10 EA

7 EA

10 EA

8 EA

258 EA

18 EA

10 EA

534 LF

15,709 Sq Ft

1 - Section 1 (15,709 Sq Ft )

Deficiency

Debris Drain dome clogged Ponding Water Unadhered Flashing at Parapet-...

One Way Vent Observed-(For Inf...

Aged Pipe Penetration Flashing Pitch Pan- Single Ply Lack of Cricket at Curb Incapsulated Roof Divider /Exp...

Missing Drain Clamping Ring Removed Dedicated Secondary Ov...

Sealant Deterioration Signific...

Full Replacement Total

Knox Field Rd

Daleville, AL 36322

Section 2

03/11/2026

Composition Section:

Size:

Inspection Date:

Inspector: Jordan Koch

TPO Single Ply Membrane

Metal Decking

Knox Field Rd

Daleville, AL 36322

Section 2

03/11/2026

Observations Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Overview Overview

Overview Overview

Knox Field Rd

Daleville, AL 36322

Section 2

03/11/2026

Deficiencies Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Base Flashing - Unadhered Flashing at Parapet-Single Ply

(Remedial)

Quantity: 238 Sq Ft Deficiency:

Single ply membrane flashing was observed to unadhered at parapet walls or roof curbs. This is either due to poor installation or adhesive failure.

Corrective Action:

Repair per manufacturer's recommendations or if failure is wide spread this could be cause for roof replacement.

Single Ply - Ponding Water (Remedial)

Quantity: 15 Sq Ft Deficiency:

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.

Corrective Action:

A ponding water condition is best corrected during a re-roof project.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 2

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

General - Fungus/ Algae Growth (Remedial)

Quantity: 75 Sq Ft Deficiency:

Growth of fungus/ mildew may be caused by orientation of the roof in relation to sunlight/shade and proximity to trees/vegetation. Build up may affect roof system and cause safety hazard mainly due to slip and fall concerns.

Corrective Action:

If the condition is not too severe, this is mainly a cosmetic problem.

Depending on the severity, the area may be cleaned on regular basis to prevent buildup.

Single Ply - Lack of Cricket at Curb (Remedial)

Quantity: 2 EA Deficiency:

Curb was observed with no cricket installed above it to allow water diversion.

Corrective Action:

Crickets are normally required for curbs over 16" wide. Crickets should be installed to create positive slope at curb for drainage.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 2

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Penetration - One Way Vent Observed - (For Information Only)

(Remedial)

Quantity: 3 EA Deficiency:

One way vents were observed throughout roof area. They are used in recover projects or roof systems installed over LWIC.

Corrective Action:

These were noted for information only. Further investigation is warranted prior to any reroof project.

Drainage - Missing Drain Clamping Ring (Remedial)

Quantity: 7 EA Deficiency:

Clamping ring for drain assemblies were not installed at both primary and secondary drain locations. Dome strainers were attached to field membrane with straps made from membrane. It appears a tube was placed into existing drain assembly and target ply was installed to complete the installation. They are functioning but are not based on any industry standard.

Corrective Action:

When roof replacement project occurs, existing drains should be inspected and either reused if in good condition or replaced if they are found to be damaged.

Knox Field Rd

Daleville, AL 36322

Section 2

03/11/2026

Summary Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Condition Summary

Estimated Replacement: 2026

Recommendations

The observations and recommendations submitted for the subject roofs are based upon visual observations and recommendations are based on the condition of the installed roof system and roof sheet metal flashings as they exist today.

Building was constructed in the late 70's. The roof is a TPO single ply roof over a gravel-built up roof system over a metal deck. Roof was installed approximately 12 years ago.

Associated sheet metal details were observed to be made from painted aluminum. Access to roof area is provided by a portable ladder from the ground. No lightning protection was noted on roof. Lightning protection system gear was observed in electrical room.

The overall condition of the TPO single ply roof is poor and it appear this was an emergency recover over an existing Gravel/BUR. There have also been several leaks noted throughout building. Since there are 2 roof systems, the poor condition of the current roof and the deficiencies noted in this report it is recommended that this roof system be budgeted for replacement with in the year.

Knox Field Rd

Daleville, AL 36322

Section 2

03/11/2026

Summary Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Qty Replacement

238 Sq Ft 15 Sq Ft 75 Sq Ft

2 EA

3 EA

7 EA

3,554 Sq Ft

2 - Section 2 (3,554 Sq Ft )

Deficiency

Unadhered Flashing at Parapet-...

Ponding Water Fungus/ Algae Growth Lack of Cricket at Curb One Way Vent Observed-(For Inf...

Missing Drain Clamping Ring Full Replacement Total

Knox Field Rd

Daleville, AL 36322

Section 3

03/11/2026

Composition Section:

Size:

Inspection Date:

Inspector: Jordan Koch

TPO Single Ply Membrane

Metal Decking

Knox Field Rd

Daleville, AL 36322

Section 3

03/11/2026

Observations Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Overview Overview

Overview Overview

Knox Field Rd

Daleville, AL 36322

Section 3

03/11/2026

Deficiencies Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Drainage - Drain dome clogged (Remedial)

Quantity: 1 EA Deficiency:

Drain dome clogged with debris.

Corrective Action:

Remove debris from drain dome.

Rooftop Equipment - Rusting Equipment Housing or Shroud

(Remedial)

Quantity: 1 EA Deficiency:

Equipment housing or shroud was observed to be rusting.

Corrective Action:

Depending on the severity of the rust, the housing/ shroud can be prepared and painted. If the rust is severe the housing/ shroud may have to be replaced.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 3

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Single Ply - Pitch Pan- Single Ply (Remedial)

Quantity: 5 EA Deficiency:

Pitch pan was used at this penetration. Pitch pans require maintenance and if not maintained may allow water intrusion.

Corrective Action:

Pitch pans are a maintenance item and should not be used. If a single penetration may be field wrapped or preformed pipe penetration flashing can be used. If ultiple pipes are present a curb type multipipe penetration can be used.

Rooftop Equipment - Rusting Gas Line (Remedial)

Quantity: 10 LF Deficiency:

Gas line running across roof area is rusting.

Corrective Action:

To prevent further deterioration, rust should be removed, and metal be primed with a rust inhibitive primer and then painted.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 3

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Single Ply - Ponding Water (Remedial)

Quantity: 5 Sq Ft Deficiency:

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.

Corrective Action:

A ponding water condition is best corrected during a re-roof project.

Single Ply - Lack of Cricket at Curb (Remedial)

Quantity: 4 EA Deficiency:

Curb was observed with no cricket installed above it to allow water diversion.

Corrective Action:

Crickets are normally required for curbs over 16" wide. Crickets should be installed to create positive slope at curb for drainage.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 3

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Base Flashing - Loose Base Flashing (Remedial)

Quantity: 50 Sq Ft Deficiency:

Loose base flashing can be caused by membrane shrinkage, the simple aging, or by physical abuse.

Corrective Action:

The existing base flashing will need to be removed completely and new flashing installed per industry standards.

Penetration - One Way Vent Observed - (For Information Only)

(Remedial)

Quantity: 1 EA Deficiency:

One way vents were observed throughout roof area. They are used in recover projects or roof systems installed over LWIC.

Corrective Action:

These were noted for information only. Further investigation is warranted prior to any reroof project.

Knox Field Rd

Daleville, AL 36322

Deficiencies (continued) Section 3

03/11/2026

Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Penetration - Aged Pipe Penetration Flashing (Remedial)

Quantity: 4 EA Deficiency:

Pipe penetration flashing installed is at the end of its' life cycle.

Corrective Action:

Due to age pipe penetration flashing should be replaced with new and properly installed per manufacturer's instructions.

Drainage - Missing Drain Clamping Ring (Remedial)

Quantity: 3 EA Deficiency:

Clamping ring for drain assemblies were not installed at both primary and secondary drain locations. Dome strainers were attached to the field membrane with straps made from membrane.

It appears a tube was placed into existing drain assembly and target ply was installed to complete the installation. They are functioning but are not based on any industry standard.

Corrective Action:

When roof replacement project occurs, existing drains should be inspected and either reused if in good condition or replaced if they are found to be damaged.

Knox Field Rd

Daleville, AL 36322

Section 3

03/11/2026

Summary Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Condition Summary

Estimated Replacement: 2026

Recommendations

The observations and recommendations submitted for the subject roofs are based upon visual observations and recommendations are based on the condition of the installed roof system and roof sheet metal flashings as they exist today.

Building was constructed in the late 70's. The roof is a TPO ingle ply roof over a gravel-built up roof system over a metal deck. Roof was installed approximately 12 years ago.

Associated sheet metal details were observed to be made from painted aluminum. Access to roof area is provided by a portable ladder from the ground. No lightning protection was noted on roof. Lightning protection system gear was observed in electrical room.

The overall condition of the TPO single ply roof is poor and it appear this was an emergency recover over an existing Gravel/BUR. There have also been several leaks noted throughout building. Since there are 2 roof systems, the poor condition of the current roof and the deficiencies noted in this report it is recommended that this roof system be budgeted for replacement with in the year

Knox Field Rd

Daleville, AL 36322

Section 3

03/11/2026

Summary Section:

Size:

Inspection Date:

Inspector: Jordan Koch

Qty Replacement

1 EA

1 EA

5 EA

10 LF

5 Sq Ft

4 EA

50 Sq Ft

1 EA

4 EA

3 EA

704 Sq Ft

3 - Section 3 (704 Sq Ft )

Deficiency

Drain dome clogged Rusting Equipment Housing or S...

Pitch Pan- Single Ply Rusting Gas Line Ponding Water Lack of Cricket at Curb Loose Base Flashing One Way Vent Observed-(For Inf...

Aged Pipe Penetration Flashing Missing Drain Clamping Ring Full Replacement Total

Knox Field Rd

Daleville, AL 36322

Remedial Replacement

Qty

1 EA

13 EA

25 Sq Ft 100 Sq Ft

10 EA

7 EA

10 EA

8 EA

258 EA

18 EA

10 EA

534 LF

15,709 Sq Ft

Qty

238 Sq Ft 15 Sq Ft 75 Sq Ft

2 EA

3 EA

7 EA

3,554 Sq Ft

Qty

Budget Matrix

AL018 - USARC

Daleville, AL 19967Sq Ft

1 - Section 1 (15,709 Sq Ft)

Projected Replacement: 2026

Deficiency

Debris Drain dome clogged Ponding Water Unadhered Flashing at Parapet-...

One Way Vent Observed-(For Inf...

Aged Pipe Penetration Flashing Pitch Pan- Single Ply Lack of Cricket at Curb Incapsulated Roof Divider /Exp...

Missing Drain Clamping Ring Removed Dedicated Secondary Ov...

Sealant Deterioration Signific...

Full Replacement Total 2 - Section 2 (3,554 Sq Ft)

Projected Replacement: 2026

Deficiency

Unadhered Flashing at Parapet-...

Ponding Water Fungus/ Algae Growth Lack of Cricket at Curb One Way Vent Observed-(For Inf...

Missing Drain Clamping Ring Full Replacement Total 3 - Section 3 (704 Sq Ft)

Projected Replacement: 2026

Deficiency

Drain dome clogged 1 EA

1 EA

5 EA

10 LF

5 Sq Ft

4 EA

50 Sq Ft

1 EA

4 EA

3 EA

704 Sq Ft

Rusting Equipment Housing or S...

Pitch Pan- Single Ply Rusting Gas Line Ponding Water Lack of Cricket at Curb Loose Base Flashing One Way Vent Observed-(For Inf...

Aged Pipe Penetration Flashing Missing Drain Clamping Ring Full Replacement

June 2026 Solicitation

ARIMS: 200A

Disposition: Maintain for 15 yrs after construction

Army Reserve National Roofing Program FY26 Task Order 12

Volume B

MS800 Camp Shelby, MS (Option 1)

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A:

ATTACHMENT B:

ATTACHMENT C:

Site Location

Building Layout

Site Inspection Report, April 1, 2026

(For Information Only)

MS800 Camp Shelby, MS

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

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…