W912QR-50297502_NRP07-0001.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:

7 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, RoofRepair 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-50297502 for the National Roofing Program (NRP) Project #7 (Minnesota), is hereby issued and incorporates the following changes.

SUMMARY OF CHANGES

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

b. Proposal due date revised to 25 August 2025 at 2:00 PM Eastern Time.

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

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

Volume A MN0OI Specification 01 11 50 06 Statement of work

Volume B MN005 Specification 01 11 50 06 Statement of work

Volume B MN005 Attachment D Additional Roof Photographs

Volume B MN005 Table of Contents

Volume A - MN00l

Table of Contents

1. Attachment A Site Location

2. Attachment B Building Layout Plans

3. Attachment C Site Inspection Report

e. All other terms and conditions remain unchanged.

W912QR-50297502_NRP07-0001

Proposals are due no later than 2:00 PM ET on 25 August 2025. Submit your proposal by email to Christopher.M.Jackson@usace.army.mil. Proposals not received by the stated date/time will not be considered.

If you have contractual questions, please contact Christopher.M.Jackson@usace.army.mil. Ifan 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, Digitally signed by

SCHARLOW.JESS SCHARLOWJESSE.E.129818247

E.E.12981824 71 Date: 2025.08.07 13:06:24

-04'00'

Jesse E. Scharlow Contracting Officer

ACKNOWLEDGEMENT OF AMENDMENT:

(Signature) (Date)

(Printed Name)

(Firm Name)

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 7

LOCATIONS: USARC

PROPOSER’S NAME:

ITEM

NUMBER Description UNIT AMOUNT

BASE Work For MN001

0001 Construction: All work, materials, and labor JOB $___________ required to replace the roof at MN001 Building USARC

0002 Design: All work and labor required to JOB $___________ design the roof at MN001 Building USARC

TOTAL PROJECT BASE PROPOSAL $

FACILITY LOCATION

MN001 Arden Hills, MN MN005 Buffalo, MN

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

OPTION 1 Work For MN005 0003 Construction: All work, materials, and labor JOB $___________ required to replace the roof at MN005 Building USARC

0004 Design: All work and labor required to JOB $___________ design the roof at MN005 Building USARC

0005 Construction: All work, materials, and labor JOB $___________ required to replace the roof at MN005 Building OMS

0006 Design: All work and labor required to JOB $___________ design the roof at MN005 Building OMS

Total Option 1 $___________

TOTAL ALL OPTIONS PROPOSAL $

TOTAL PROJECT BASE PLUS OPTIONS PROPOSAL $

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

Project Manager _______ hours x _______ = $___________

Superintendent _______ hours x _______ = $___________

CQC Manager _______ hours x _______ = $___________

Site Safety Health Officer _______ hours x _______ = $___________

NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

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

NOTE NO. 2. Offerors must insert a price on all numbered items including options of the CLIN Schedule.

Failure to do so may result in the offer being unacceptable.

NOTE NO. 3.

The Offeror’s Base Bid and all Options will be evaluated for best value to the Government. The basis for award is the trade-off process. In accordance with 52.217-5, Evaluation of Options, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the options.

NOTE NO. 4.

The Base Bid Period of Performance (PoP) is three hundred (300) days from Notice to Proceed.

Option 1 – If and when exercised, the Period of Performance for Option 1 will add an additional one hundred and seventy-five (175) calendar days to the Period of Performance.

--END OF CLIN SCHEDULE—

Table of Contents

AMENDMENT 0001

Certified Final

National Roofing Program (NRP) FY25 Project 07 P2 565479 MN001, Arden Hills MN, US

TABLE OF CONTENTS

VOLUME A: MN001, Arden Hills, MN

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, 24 April 2025(For Information Only)

--End of Table of Contents--

FY25 NRP Project 7

MN001, ARDEN HILLS, MN

P2 565479 17-Jun-25

SECTION 01 11 50.00 06

Version CERTIFIED FINAL

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK Updated 01 August 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 MN001 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 MN001:

Building RFID (SF) Section(s) Existing Roof System USARC (37,619) 1 Architectural Shingles USARC (421) 2 PVC Single Ply Membrane USARC (860) 3 PVC Single Ply Membrane

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 ARDEN HILLS, MN. 4655 LEXINGTON AVENUE NORTH

ARDEN HILLS, MN 55112

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, 24-Apr-25

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.15. 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

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 + 40 Days Interim Submittal (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 Isaias Enriquez, P.E.

Isaias.Enriquez@usace.army.mil LRL-ED-MR 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-MR Room 414 600 Doctor Martin Luther King Junior Place Louisville, KY 40202

U.S. Army Corps of Engineers John P. Hearn John.P.Hearn@usace.army.mil

LRL-CD

2475 K Street Bldg 52

WPAFB OH 45433

Michael Brooks Michael.s.brooks@usace.army.mil

LRL-CDR

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

W912QR-50297502_NRP07-0001

mailto:Timothy.m.mcclellan@usace.army.mil mailto:John.P.Hearn@usace.army.mil mailto:Michael.s.brooks@usace.army.mil

Jeffrey.e.bayers@usace.army.mil

LRL-PM-R

Steve Coffey, P.E.

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, 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

88th RD Dan Breitsprecher 60 South O Street Fort McCoy, WI 54656 Phone: 608-343-0766 Email: Daniel.l.breitsprecher.ctr@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

W912QR-50297502_NRP07-0001

mailto:Jeffrey.e.bayers@usace.army.mil mailto:steven.w.coffey3.civ@army.mil mailto:justin.reeder@saineng.com mailto:Daniel.l.breitsprecher.ctr@army.mil

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.

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.

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. NOT USED

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

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. Approximately 1100 LF of exterior sealant to be replaced at USARC

(Section 1).

7.2. Remove skylights to below deck (19 EA) at USARC. Secure skylight tube below deck and repair deck per UFC. Paint bottom portion of skylight secured to deck to match deck. Note: incorporate into design package.

***************************************************************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.

Contractor bids shall include removal of 2-8 inches of insulation to low slope roof areas (PVC). 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.

Hand nail all shingles. No pneumatic, battery and/or power actuated tools shall be used for shingle installation.

Replace roof with the following:

Building RFID (SF) Section(s) New Roof System USARC (37,619) 1 Architectural Shingles USARC (421) 2 2-Ply Modified Bitumen USARC (860) 3 2-Ply Modified Bitumen

14.1. NOT USED

Amendment 0001*********************************************************

14.2 ROOF DECK REPAIR

Note: Existing condition are as follows per Attachment C pg 14, architectural shingles over underlayment on sheathing, which is attached to wood blocking, creating an air space over insulation, with a vapor barrier on metal decking. DOR will confirm existing conditions for the design effort.

Rust removal and installation of rust resistance coating to metal deck (25%).

Design and install sacrificial pads for kitchen exhaust systems.

Remove and replace all wood blocking, wood decking, and underlayment at USARC, Section 1.

Design and install ventilation per IBC standards. This may include additional ventilation means as needed.

Remove and replace insulation.

Remove existing vapor barrier and replace with new.

Install ice and water shield adhered to the plywood sheathing across entire roof structure.

*********************************************************Amendment 0001

--End of Section --

Attachment A

Site Location

Attachment B

Building Layout Plans

Attachment C

Site Inspection Report 24 April 2025

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, MN001

4655 LEXINGTON AVENUE NORTH

ARDEN HILLS, MN 48317

April 24, 2025

REI PROJECT NO. 23CHS-020

MN001

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. USARC BUILDING SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 SUMMARY

V. USARC BUILDING SECTION 3

A. SECTION 3 COMPOSITION

B. SECTION 3 OBSERVATION

C. SECTION 3 DEFICIENCIES

D. SECTION 3 SUMMARY

several substrate R Onsite review of d revealed that the

The r The d further indicated

Based on what REI observed while onsite, . Additionally, on s that s that

1079 LF

37,619 Sq Ft Total the the

55 Sq Ft

2 EA

1 EA

Total

National Roofing Program (NRP) FY25 Project 7

MN005, Buffalo MN, US

Table of Contents

Certified Final

TABLE OF CONTENTS

VOLUME B: MN005, Buffalo, MN

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, 24 April 2025(For Information Only)

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

ATTACHMENT D: Additional Roof Photographs

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

--End of Table of Contents--

MN005, Buffalo, MN

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK Updated 01 August 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 MN005 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 MN005:

Building RFID (SF) Section(s) Existing Roof System USARC (2,761) 1 EPDM Single Ply Membrane USARC (1,112) 2 EPDM Single Ply Membrane USARC (12,047) 3 EPDM Single Ply Membrane OMS (7,976) 1 EPDM Single Ply Membrane

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 Buffalo, MN. 1101 3rd St. South Buffalo, MN 55313

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, 24-Apr-25

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.15. 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

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 + 40 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. 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

Isaias Enriquez Isaias.Enriquez@usace.army.mil LRL-ED-MR Room 414

Timothy M. McClellan, P.E., RRC Timothy.m.mcclellan@usace.army.mil LRL-ED-MR Room 414 600 Doctor Martin Luther King Junior Place Louisville, KY 40202

U.S. Army Corps of Engineers John P. Hearn John.P.Hearn@usace.army.mil

LRL-CD

2475 K Street Bldg 52

WPAFB OH 45433

Michael Brooks Michael.s.brooks@usace.army.mil

LRL-CDR

600 Doctor Martin Luther King Junior Place Louisville, KY 40202

W912QR-50297502_NRP07-0001

mailto:Timothy.m.mcclellan@usace.army.mil mailto:John.P.Hearn@usace.army.mil mailto:Michael.s.brooks@usace.army.mil

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

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

88th RD Dan Breitsprecher 60 South O Street Fort McCoy, WI 54656 Phone: 608-343-0766 Email: Daniel.l.breitsprecher.ctr@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 mailto:Jeffrey.e.bayers@usace.army.mil mailto:steven.w.coffey3.civ@army.mil mailto:justin.reeder@saineng.com mailto:Daniel.l.breitsprecher.ctr@army.mil

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.

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. 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. NOT USED

Amendment 0001***************************************************************

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. Approximately 1300 LF of exterior sealant to be replaced at

USARC, Section 1.

7.1.1. The south side east of the entrance all the expansion

joints need replaced roughly 60’ this includes the vertical sealant on the outsides of the windows and 12’ for the head at USARC.

7.1.2. The intake louver on the rear, north side at the head needs sealant replaced 3’ at USARC.

7.1.3. The windows on the east side need the sealant replaced at the window head lintel, do not sela the weep holes, approximately 55’ at USARC.

7.1.4. The sealant needs replaced at the top lintel/head of the O/H doors, roughly 32’ at USARC.

7.1.5. Each window and personal door require the sealant to be replaced at the head/lintel roughly 25’. The only windows not needing this are located on the north side and the west died of the north bump out next to the O/H doors at OMS.

7.1.6. All the O/H doors require the sealant to be replaced at the top of the doors roughly 128’ at OMS.

7.1.7. All the expansion joints located on the south side roughly 80’ of sealant needs to be replaced at OMS.

7.2. Design and re-install the split unit mechanical equipment along with lines penetrating the roof and the electrical service/electrical eye mounted to dog house will need to be re-installed to ensure functionality at OMS. See Attachment D

7.3. Contractor to provide a 20 year NDL metal panel wall system covering for walls that transition from a lower roof section to a higher roof section and all parapets above 18”.

7.4. Design and install the Architectural Feature at the front of the facility. Remove if required. Reinstall to original condition if possible, or replace if required. Include all sealants, backer rod or anything required to seal for weather tightness. Color shall be coordinated with the COR. See Attachment D.

************************************************************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 exist, contractor shall install roof access ladders from the ground to roof and between roof sections to allow access to all sections.

Contractor bids shall include removal of 2-8 inches of insulation to low slope roof areas (PVC). 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.

Replace roof with the following:

Building RFID (SF) Section(s) New Roof System USARC (2,761) 1 2-Ply Modified Bitumen USARC (1,112) 2 2-Ply Modified Bitumen USARC (12,047) 3 2-Ply Modified Bitumen OMS (7,976) 1 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 10% wood nailers.

--End of Section --

Attachment D

Additional Roof Photographs

17 July 2020

Note: This attachment is for documentation of existing conditions.

Architectural detail. USARC

View from roof of architectural detail. USARC

Split unit mechanical equipment. OMS