W912QR-50297441_NRP01-0003.pdf

REPLY TO

ATTENTION OF

Contracting Division

AR6-Cram Company, Inc.

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE, KENTUCKY 40201-0059

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

Southwest Construction & Property Management, Inc.

Sustainable Building Solutions, LLC Tabcon, Inc.

Tri-Coast-Pac Tech N LLLP

Dear MATOC Contractors:

23 June 2025

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

Amendment 0003 for solicitation number W912QR-50297441 for the National Roofing Program (NRP) Fort Eustis, Virginia, VA024, Project #1, is hereby issued and incorporates the following changes.

SUMMARY OF CHANGES

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

b. Request for Proposal (RFP) Letter has been revised.

c. Section 00010 - Price Breakout Schedule has been revised.

d. Include the following clause:

52.246-21 Warranty of Construction (MAR 1994)

e. The following SPECIFICATION SECTIONS have been revised and replaced in their entirety:

01 11 50.00 06 Task Order Scope of Work

f. Proposal due date revised to 27 June 2025 at 2:00 PM Eastern Time.

W912QR-50297441_NRP01-0003

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 27 June 2025. Submit your proposal by email to laura.phillips-payne@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 Laura Phillips-Payne via email at laura.phillips-payne@usace.army.mil.

**********************************Amendment0003 ******************************

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:

(B6JHG5-94GC6W). Please see ProjNet instructions included in this RFP.

If you have contractual questions, please contact Laura Phillips-Payne at laura.phillips payne@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.

(Signature) (Date)

(Printed Name)

(Firm Name)

Sincerely, Digitally signed by

SCHARLOW.JESS SCHARLOWJESSE.E.129818

E.E.1298182471 Date: 2025.06.2312:15:43

-04'00'

Jesse E. Scharlow Contracting Officer

NRP FY25 Project 1

VA024, Fort Eustis, VA

P2 565479

17-Jun-25

SECTION 01 11 50.00 06

Version CERTIFIED FINAL

Amendment 003

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK

Updated 17 June 2025

AMENDMENT 0003

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

VA024 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 VA024:

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

MAINTENANCE BAY

BLDG. 2504 4,822

1 METAL ROOF PANEL,

EAVE HEIGHT – 30’

AMSA/AMDIN BLDG.

2505 9,675

A METAL ROOF PANEL,

EAVE HEIGHT – 30’

AMSA/AMDIN BLDG.

2505 5,100

B METAL ROOF PANEL,

EAVE HEIGHT – 16’

WAREHOUSE BLDG.

2506 28,680

1 METAL ROOF PANEL,

EAVE HEIGHT – 21’

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 2505 Jackson Ave. Fort Eustis, VA.

1.4. EXISTING SITE UTILITIES

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, 11-Jan-12 / 30-Jun-22 (For

Reference Only)

d. ATTACHMENT D: Base Access Form

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

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).

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. Design

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

Unless called out in the specific task order Scope of Work, the contractor will not be required to produce advanced modeling and design drawings will be limited to CAD files.

2.2.3. Design Submittal Requirement

Unless called out in the specific task order Scope of Work, the contractor will not be required to produce charette or interim design submittals. The contractor will submit a final design, a corrected final design, and a certified final design.

2.2.4. Design Professionals

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

2.2.5. Design Milestone Schedule

Notice to Proceed (NTP) Day 0

Design Quality Control Plan (DQCP) NTP + 15 Days

On Site Meeting NTP + 45 Days

Final Submittal NTP + 105 Days

Final Plan in Hand Meeting (on-site) NTP + 126 Days

Corrected Final Submittal NTP + 145 Days

Certified Final Submittal NTP + 152 Days

2.3. REQUEST FOR PROPOSAL (RFP) INTENT

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

2.4. Design Milestone Meetings

2.4.1. Charette / Kickoff Meeting

2.4.1.1. Shall be in person and on-site.

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

2.4.2.1. Shall be in person and on-site.

2.5. NOT USED

2.6. NOT USED

2.7. NOT USED

2.8. NOT USED

2.9. NOT USED

2.10. NOT USED

2.11. Insert any additional REQUIRED DESIGN PROFESSIONALS beyond RRC

2.12. GOVERNMENT FURNISHED MATERIALS

2.12.1. GFM Handover

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

2.12.2. GFM File Formats

GFM are provided only in PDF format.

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

DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers

Félix A. Carrión-Viera felix.a.carrion-viera@usace.army.mil

LRL-ED-MR Room 414

600 Doctor Martin Luther King Junior Place

Louisville, KY 40202

Sheryll S. Impellizzeri, P.E.

sheryll.s.impellizzeri@usace.army.mil

LRL-ED-MR Room 414

Timothy M. McClellan, P.E., RRC

Timothy.m.mcclellan@usace.army.mil

LRL-ED-MA Room 414

Michael Brooks

Michael.s.brooks@usace.army.mil

LRL-CDR

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

Jeffrey.e.bayers@usace.army.mil

LRL-PM-R

US Army Corps of Engineers – Wright Patterson Resident Office

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

Supervisory Construction Control Rep, COR

LRL CDSO Chairman OSHA SGE

2475 K Street Bldg. 52

WPAFB OH 45433

mailto:Timothy.m.mcclellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:Jeffrey.e.bayers@usace.army.mil

Steven W. Coffey, P.E.

USARC-ARIMD Engineering Brach

Program Manager - NRP

Phone: 910-570-8961

Email: steven.w.coffey3.civ@army.mil

Justin Reeder, P.E., RRC, RRO, CDT

USARC-ARIMD Engineering Branch / SAIN Engineering

USAR National Roofing Program REM

Phone: 843-813-2423

Email: justin.reeder@saineng.com

Ty M. Haughn

99th RSC RFOS

Phone: 757-609-7676

Email: ty.m.haughn.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

3.2.8. Project and Safety Signs. See 01 50 00, Paragraph 2.1.2.

3.3. DOCUMENTATION

mailto:justin.reeder@saineng.com

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.

3.7. Complete and submit Base Access form found in Attachment D at least seven (7) days in advance of the visit.

3.7.1. FOREIGN VISITORS must be submitted to 633 SFS/VCC

(633SFS.S5P.VISITORCONTROLCENTER@us.af.mil) or 733 SFS/VCC Visitor

(733.MSG.S5T.VCC@us.af.mil).

4. NOT USED

5. NOT USED

6. EXTERIOR EQUIPMENT

6.1. NOT USED

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. MAINTENANCE BAY BLDG. 2504

7.1.1. Replace sealant and bond breaker at the perimeter of all doors, louvers, windows, and wall penetrations, approximately 120

LF, coordinate with COR.

7.1.2. Pipe located in attic space adjacent to louver shown in attachment one for general views of bldg. 2504. Pipe has been

W912QR-50297441_NRP01-0003

mailto:633SFS.S5P.VISITORCONTROLCENTER@us.af.mil mailto:733.MSG.S5T.VCC@us.af.mil disconnected and terminates in attic space. Approximately 2” PVC soil pipe shall be extended through roof with minimum termination

8” above ridge.

7.1.3. Replace Louver - Approximately 46”x 46”; reconnect vent pipe 2” with penetrations.

7.2. AMSA/AMDIN BLDG. 2505

7.2.1. Replace sealant and bond breaker at the perimeter of all doors, louvers, windows, and wall penetrations, approximately 600

LF, coordinate with COR.

7.3. WAREHOUSE BLDG. 2506

7.3.1. Replace sealant and bond breaker at the perimeter of all doors, louvers, and wall penetrations (minus windows), approximately 600 LF, coordinate with COR.

7.3.2. Replace all ten (10) existing skylights with curb-mounted skylights that meet the below requirements:

7.3.2.1. 20 Year warranty

7.3.2.2. Energy Star rated

7.3.2.3. Wind uplift resistant per current ASCE requirements

7.3.2.4. UL Class B fire rated

7.3.2.5. OSHA fall protection approved

7.3.2.6. NFRC Approved – thermal performance

7.3.2.7. FM Class 4 “Large Hail” tested

8. NOT USED

9. NOT USED

10. NOT USED

11. FIRE PROTECTION / LIFE SAFETY

Protect sprinklers lines from potential damages during installation.

12. ELECTRICAL CONDUITS

Protect electrical conduits from potential damages during installation.

13. NOT USED

Amendment 0003***************************************************************

14. ROOF SYSTEM

14.1. 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.

14.1.1. MAINTENANCE BAY BLDG. 2504

i. Install a PVC overlay system with flute filler, coverboard, and simulated PVC ribs over existing metal roof panel system. Roof color to be selected by COR.

ii. Install walking pads around any roof top units at each facility and access pathway.

iii. Add a minimum of R-10 insulation with flute filler above the existing roof.

iv. Replacement up to 10% of the panels.

v. Replace ladder with OSHA compliant ladder.

14.1.2. AMSA/ADMIN BLDG. 2505

14.1.3. WAREHOUSE BLDG. 2506

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.

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--End of Section --