AMDT 0002_W912QR26R1BSH_NRP07-0002.pdf

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE,KENTUCKY 40201-0059

REPLY TO

ATTENTION OF

Contracting Division 30 June 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.

Amendment 0002 for solicitation number W912QR26R1BSH for the National Roofing Program (NRP) Project #7, Lewisburg, WV (WV 024), Bluefield, WV (WV005), & Bellefonte, PA (PA163), is hereby issued and incorporates the following changes:

SUMMARY OF CHANGES

a. This Amendment shall be acknowledged with submitted Request for Proposal.

b. The following SPECIFICATION SECTIONS have been revised and replaced:

Table of Contents Volume A Cover Section 01 11 50.00 06 Volume A

c. The following DOCUMENTS have been added:

Volume A - Attachment D within Section 01 11 50.00 06

d. All other terms and conditions remain unchanged.

Proposals are due no later than 2:00 pm Eastern on Friday, 10 July 2026. Please submit your proposal by email to Rachael McClellan at Rachael.L.McClellan@usace.army.mil. Proposals not received by

W912QR26R1BSH_NRP07-0002

the stated date/time will not be considered. Please acknowledge receipt of this RFP by signing below in the space provided and returning to via email to Ms. McClellan at the email address provided above.

If you have contractual questions, please contact Rachael McClellan at Rachael.L.McClellan@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

ACKNOWLEDGEMENT OF AMENDMENT:

(Signature) (Date)

(Printed Name)

(Firm Name)

National Roofing Program (NRP) FY26 Project 07

WV024, WV005, PA163

Amendment 0002

TABLE OF CONTENTS

VOLUME A: WV024, Lewisburg, WV

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:

ATTACHMENT D:

Site Location

Building Layout

Site Inspection Report, November

21, 2024 (For Information Only)

VOLUME B: WV005, Bluefield, WV

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, November 5, 2024(For Information Only)

VOLUME C: PA163, Bellefonte, PA

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

Site Photographs 16 June 2026 Amendment 0002********************************************************************

**********************************************************************Amendment 0002

National Roofing Program (NRP) FY26 Project 07

WV024, WV005, PA163

Amendment 0002

ATTACHMENT B: Building Layout

ATTACHMENT C: Site Inspection Report, October 31, 2024(For Information Only)

--End of Table of Contents--

May 2026 Solicitation

ARIMS: 200A

Disposition: Maintain for 15 yrs after construction

Army Reserve National Roofing Program

FY26 Task Order 07

Volume A

WV024 - Lewisburg, PA

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:

Attachment D:

Site Location

Building Layout

Site Inspection Report, Nov 21, 2024 (For Information Only)

Site Photographs 16 June 2026

Ammendment 0002

Amendment 0002********************************************************************

FY25 NRR Project 07 WV024, Lewisburg, WV P2 574437 26-Jun-26

SECTION 01 11 50.00 06

Amendment 0002 Version CERTIFIED FINAL

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 WV024 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 WV024:

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

USARC (728) 1 EPDM

USARC (10,197) 1-2 Architectural Shingles OMS (3,451) 1 Architectural Shingles

Design/Build: Design and construction shall comply with the requirements contained in this Task Order Request for Proposal (RFP). The design and technical criteria contained and cited in this RFP and the Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record shall use the Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain an energy efficient, durable, maintainable, and sustainable space.

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

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

1.3. SITE LOCATION

This project is located at Lewisburg, WV.

748 N JEFFERSON STREET

LEWISBURG, WEST VIRGINIA 24901

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, 21-Nov-26

d. ATTACHMENT D: Site Photographs 16 June 2026

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. PERSONNEL REQUIREMENTS AND QUALIFICATIONS

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

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

1.19. NOT USED

2. DESIGN REQUIREMENTS

2.1. GENERAL

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

2.2. DESIGN

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

2.2.2 CAD/BIM Requirement

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

2.2.3 Design Submittal Requirements

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) (Designer of Record)

Requirements

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

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

Notice to Proceed (NTP) Day 0 Design Quality Control Plan (DQCP) NTP + 14 Days Charette Report (FIO no review) NTP + 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 NOT USED

2.12 GOVERNMENT FURNISHED MATERIALS

2.12.1 GFM Handover

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

2.12.2 GFM File Formats

GFM are provided only in PDF format.

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

DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers Ryan Fagan, PE Ryan.A.Fagan@usace.army.mil

LRL-EDM-A

220 West Main St Louisville, KY 40202

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

LRL-EDM

220 West Main St Louisville, KY 40202

John P. Hearn John.P.Hearn@usace.army.mil

LRL-CD

2475 K Street Bldg 52

WPAFB OH 45433

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

Jeffrey.e.bayers@usace.army.mil

LRL-PM-R

220 West Main St Louisville, KY 40202

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

3 GENERAL CONSTRUCTION REQUIREMENTS

3.4 SUMMARY

3.4.1 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.

3.5 GENERAL INFORMATION

3.5.1 NOT USED

3.5.2 NOT USED

3.5.3 Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Building Occupants

3.5.4 NOT USED

3.5.5 NOT USED

3.5.6 NOT USED

3.5.7 NOT USED

3.5.8 NOT USED

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

3.6 DOCUMENTATION

3.6.1 NOT USED

3.6.2 NOT USED

3.7 NOT USED

3.8 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.

3.8.1 No work shall occur on Federal Holidays.

3.8.2 No work shall occur on drill weekends.

3.8.3 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.

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

3.9 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 Remove abandoned curbs (2 EA) at USARC, Section 1

6.2 Repair or replace drain domes and clamping rings (2 EA) at USARC, Section 1.

6.3 OSHA approved guard rails to be installed at roof edge for

Section 1.

6.4 Repair or replace equipment supports (15 EA) at USARC, Section 2.

6.5 Repair or replacement of rusting cable, eye-bolt, frame and base

(12 EA) at OMS, Section 1.

7 ARCHITECTURAL / BUILDING ENVELOPE

7.1 Approximately 450 LF of exterior sealant to be replaced at USARC, Section 2. Approximately 500 LF of exterior sealant to be replaced at OMS, Section 1.

7.2 Contractor to provide a flush seam metal wall panel system with manufacturer's 30 year PVDF (polyvinylidene fluoride) finish warranty for all walls around section 1 and for all fascia to match existing conditions as shown in Attachment D.

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

7.4 Contractor to apply self-adhering waterproofing underlayment across entire roof under architectural shingles.

7.5 Coping Walls between section 1 and 2 to have complete wrap with self-adhered membrane. Membrane to be installed under metal coping cap and on top of shingle step flashing.

7.6. Contractor to install diversion crickets at parapet walls between section 1 and 2 and on the upslope side of all rectangular penetrations.

7.7 Existing 24 inch wide soffit for both facilities is vented. Existing ridge cap is not vented. Contractor design shall determine if roof system requires venting and install soffit and ridge cap as required.

7.8 USARC Section 2 eave edge parapet wall does not have sufficient height for 8” flashing requirement. Contractor to raise parapet wall to proper height and to install OSHA compliant guard rail with swing gate for access.

7.9 Contractor to install secondary overflow drainage for all interior drains. Contractor to assume direct routing to wall in space above drop ceiling directly below roof decking. Contractor to include installation of through wall downspout nozzle terminating in a lamb’s tongue style cast bronze nozzle.

6 NOT USED

7 NOT USED

8 NOT USED

9 NOT USED

10 NOT USED

11 NOT USED

12 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.

Building RFID (SF) Section(s) New Roof System USARC (728) 1 2-Ply Modified Bitumen

USARC (10,197) 2 Class 4 Hail Rated SBS modified Architectural

Shingles OMS (3,451) 1 Class 4 Hail Rated SBS modified Architectural Shingles

14.1. NOT USED

14.2 ROOF DECK REPAIR

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

--End of Section --

Wrap with self adhered membrane per note 7.5 in specifications

SC Engineers COA #1906

ROOF ASSESSMENT REPORT

FOR

NATIONAL ROOFING PROGRAM (NRP)

FY23 1-N, WV024

748 N JEFFERSON STREET

LEWISBURG, WEST VIRGINIA 24901

NOVEMBER 21, 2024

REI PROJECT NO. 23CHS-020

WV024

ROOF ASSESSMENT REPORT

TABLE OF CONTENTS

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. USARTC BUILDING SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 DEFICIENCIES

D. SECTION 2 SUMMARY

V. OMS BUILDING SITE OVERVIEW

VI. OMS BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

VII. ROOF PLANS

A. USARC BUILDING

B. OMS BUILDING

R

O

N A

C

Insufficient Tapered Insulation

E S

E S

NRP FY26 Project

07 WV024

01 11 50 Attachment D

Site Photographs 16 June 2026

USARC Section 2 walls to receive metal wall panels

OMS downspouts discharge to grad

USARC Downspouts disharge to underground drainage

USARC entryway to receive new metal wall panel fascia and soffit

USARC fascia to be replaced with metal wall panels

OMS fascia to be replaced with metal wall panels