W912QR-51826046_NRP09-0001.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 MA TOC Contractors:

28 August 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 0001 for solicitation number W912QR-51826046 for the National Roofing Program (NRP) Huntsville, Texas; TX195, Project #9, is hereby issued and incorporates the following changes.

SUMMARY OF CHANGES

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

b. Section 00 10 00 - Price Breakout Schedule has been revised.

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

00 11 50.00 06 Task Order Scope of Work

d. Proposal due date revised to 05 September 2025 at 2:00 PM Eastern Time.

e. All other terms and conditions remain unchanged.

Proposals are due no later than 2:00 PM ET on Friday 05 September 2025. Submit your proposal by email to Laura.Phillips-Payne@usace.army.mil. Proposals not received by the stated date/time will not

W912QR-51826046_NRP09-0001

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 FY25 Project 9.

LOCATIONS:

PROPOSER’S NAME:

ITEM

NUMBER Description UNIT AMOUNT

BASE Work For TX195

0001 Construction: All work, materials, and labor JOB $___________ required to replace the roof at TX195 Building AFRC

0002 Design: All work and labor required to JOB $___________ design the roof at TX195 Building AFRC

0003 Construction: All work, materials, and labor JOB $___________ required to replace the roof at TX195 Building OMS

0004 Design: All work and labor required to JOB $___________ design the roof at TX195 Building OMS

AMENDMENT 0001*******************************************************************

0005 Construction: All work, materials, and labor JOB $___________ required to repair the roof at TX195

Building Storage *******************************************************************AMENDMENT 0001

TOTAL PROJECT BASE PROPOSAL $

FACILITY LOCATION

TX195 Huntsville, TX

Provide the binding contract rates and hours included in job prices above for all 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 for best value to the Government. The basis for award is the trade-off process. In accordance with 52.217-5, the Government will evaluate offers for award purposes by price.

--END OF CLIN SCHEDULE—

FY25 NRP Project 9

TX195, Huntsville, TX

P2 565479

26-Jun-25

SECTION 01 11 50.00 06

Amendment 0001

Version CERTIFIED FINAL

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK

Updated 6 Feb 2025

Amendment 0001

1. PROJECT INFORMATION

1.1. GENERAL

Design/Build: The Contractor shall provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analysis, sampling, testing and verification of existing field conditions as required for design and construction of the Roof Replacement Project at

TX195 to result in a complete and useable Facility. Contractor shall provide complete design analysis incorporating all engineering computations, analysis, test, and survey results, building code (including fire protection, life safety, environmental and accessibility) review as it pertains/affects/relates to this project, equipment and material data and documentation of existing conditions.

1.2. SCOPE OF WORK

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base

MATOC contract Volume 1 of 2 shall apply to this Task Order. The work includes design and construction to replace the following roof systems located at TX195:

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

AFRC (15,436) 1 MODIFIED BITUMEN

OMS (801) 1 FIBERGLASS SHINGLES

OMS (2,717) 2 FIBERGLASS SHINGLES

OMS (3,670) 3 FIBERGLASS SHINGLES

OMS (1,614) 4 FIBERGLASS SHINGLES

Design/Build: Design and construction shall comply with the requirements contained in this Task Order Request for Proposal (RFP). The design and technical criteria contained and cited in this RFP and the Unified

Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record shall use the

Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain an energy efficient, durable, maintainable, and sustainable space.

Design/Build: The illustrations and exhibits included in this RFP illustrate the conceptual design of the project and are provided to define the scope of work and budget. The concepts provided shall be further

P2 565479

26-Jun-25

SECTION 01 11 50.00 06

Amendment 0001

Version CERTIFIED FINAL developed by the Design/Build Contractor to comply with the customer’s functional needs.

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

1.3. SITE LOCATION

This project is located at Huntsville, TX.

1.4. EXISTING SITE UTILITIES

1.4.1. The contractor shall verify the location of all utilities serving the building. Upgrading the existing utilities, (unless noted otherwise) outside the limits of construction, is not a part of this project.

1.5. BID OPTIONS

1.6. NOT USED

1.7. ATTACHMENTS

Design/Build: Information provided in the Attachments is intended to guide the completion of the design by establishing existing conditions, and the desired character, appearance, and function of the new construction. The following Attachments are included and shall be used and strictly adhered-to in completing the design and construction of the project.

a. ATTACHMENT A: Site Location

b. ATTACHMENT B: Building Layout Plans

c. ATTACHMENT C: Site Inspection Report, 9-Dec-21

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. PERSONNEL REQUIREMENTS AND QUALIFICATIONS

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

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

1.19. NOT USED

2. DESIGN REQUIREMENTS

2.1. GENERAL

The Contractor shall prepare complete construction documents for all work designed as required by the RFP. The construction documents to be prepared shall include, but are not limited to, construction drawings, specifications, submittals, and design analysis as required in Section 01

33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD), Volume 1. Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified or no basis of design is identified, the Contractor shall use materials and equipment accepted within the construction industry and in compliance with Design Criteria.

2.2. DESIGN

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

Build Contractor to verify the accuracy of the documents provided.

2.2.2 CAD/BIM Requirement

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

2.2.3 Design Submittal Requirements

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

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

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

2.1.4 Design Professionals

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

2.2.2. Design Milestone Schedule

Notice to Proceed (NTP) Day 0

Design Quality Control Plan (DQCP) NTP + 14 Days

Charette Report (FIO no review) NTP + 60 Days

Interim Submittal (FIO no review) NTP + 90 Days

Final Submittal NTP + 120 Days

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

Corrected Final Submittal NTP + 152 Days

Certified Final Submittal NTP + 160 Days

2.3. REQUEST FOR PROPOSAL (RFP) INTENT

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

2.4. Design Milestone Meetings

2.4.1. Charette / Kickoff Meeting

2.4.1.1. Shall be in person and on-site.

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

2.4.2.1. Shall be in person and on-site.

2.5. NOT USED

2.6. NOT USED

2.7. NOT USED

2.8. NOT USED

2.9. NOT USED

2.10. NOT USED

2.11. Insert any additional REQUIRED DESIGN PROFESSIONALS beyond RRC

2.12. GOVERNMENT FURNISHED MATERIALS

2.12.1. GFM Handover

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

2.12.2. GFM File Formats

GFM are provided only in PDF format.

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

DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers

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

Ryan.a.fagan@usace.army.mil

LRL-ED-MA Room 414

600 Doctor Martin Luther King Junior Place

Louisville, KY 40202

Timothy M. McClellan, P.E., RRC

Timothy.m.mcclellan@usace.army.mil

LRL-ED-MA Room 414

Michael Brooks

Michael.s.brooks@usace.army.mil

LRL-CDR

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

Jeffrey.e.bayers@usace.army.mil

LRL-PM-R

Steve Coffey, PE

USARC G 3/5/7 Engineers - Desk 4N-4001-62

4700 Knox Street, Bldg 8-8108

Ft. Bragg, NC 28310

Phone: 910-570-8961

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

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

Nick Bibelhauser, P.E.

Fort Knox Resident Engineer

US Army Corps of Engineers, Louisville District

Cell: 502-396-2143

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

3. GENERAL CONSTRUCTION REQUIREMENTS

3.1. SUMMARY

3.1.1. The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

d. The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

3.2. GENERAL INFORMATION

3.2.1. NOT USED

3.2.2. NOT USED

3.2.3. Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Base Fire Department

c. Base Security/Police

d. Base Civil Engineer

e. Building Occupants

3.2.4. NOT USED

3.2.5. NOT USED

3.2.6. NOT USED

3.2.7. NOT USED

3.2.8. NOT USED

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

mailto:justin.reeder@saineng.com mailto:Nicholas.J.Bibelhauser@usace.army.mil

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. NOT USED

7. ARCHITECTURAL / BUILDING ENVELOPE

AMENDMENT 0001***************************************************************

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

Flashing must be repaired where deteriorated or improperly installed.

AFRC Building: approximately 34 instances. Storage Building:

approximately 4 instances.

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

Metal panels must be repaired where rusted, punctured, scratched, or otherwise damaged. Assume up to 10% of metal panels will be replaced where damaged beyond repair. Coordinate with the COR before replacing any panels. AFRC Building: approximately 303 linear feet of repair.

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

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

***************************************************************AMENDMENT 0001

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. NOT USED

13. NOT USED

14. Roof System

Roof system installed shall comply with UFC 3-110-03 Roofing, with

Change 5, or the latest version available. Where they do not existing contractor shall install roof access ladders from the ground to roof and between roof sections to allow access to all sections.

Contractors shall install new splash blocks at all downspout terminations.

Contractor bids shall include removal of 2-8 inches of insulation for

Section 1 of the AFRC Building. Existing roof systems may be multi-layered with differing roof system types below the surface membrane.

Contractor is responsible for identifying all equipment mounted directly below the deck and to utilize a connection method that either avoids the deck or relocates equipment in a way that complies with current building codes.

Modified Bitumen systems shall be two ply systems.

All newly installed shingles are required to be hand nailed.

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

AFRC (15,436) 1 MODIFIED BITUMEN

OMS (801) 1 FIBERGLASS SHINGLES

OMS (2,717) 2 FIBERGLASS SHINGLES

OMS (3,670) 3 FIBERGLASS SHINGLES

OMS (1,614) 4 FIBERGLASS SHINGLES

14.1. NOT USED

14.2 ROOF DECK REPAIR

Inspect the roof deck carefully. If there are roof deck areas which require repair or replacement, notify the Contracting Officer. Do not proceed with repair or replacement until directed by the Contracting

Officer. Assume replacement of up to 20% damaged decking and 50% wood nailers.

--End of Section --