W912QR23R0024_NRP_PH2_VolB-0004.pdf

National Roofing Program (NRP) FY24

Seed Projects

HI006, IN011, PA011

SECTION 01 11 50.00 06

CERTIFIED FINAL

AMENDMENT 0004

SECTION

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Task Order SCOPE OF WORK

Amendment 0004

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

HI006 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 HI006, IN011, PA011:

HI006, Building 1557

Section(s) Existing Roof System

1 Elastomeric Coating over standing seam metal roof over polyisocyanurate insulation between purlins over metal deck

HI006, Building 1556

Section(s) Existing Roof System

1 Elastomeric Coating over Structural Standing Seam Metal over batt insulation and structural metal purlins

2 Elastomeric Coating over Structural Standing Seam Metal over batt insulation and structural metal purlins

3 Single-ply PVC (full replacement)

HI006, Building 1558

Section(s) Existing Roof System

1 Elastomeric Coating over standing seam metal roof over polyisocyanurate insulation between purlins over metal deck

2 Elastomeric Coating over standing seam metal roof over polyisocyanurate insulation between purlins over metal deck

W912QR23R0024_NRP_PH2_VolB-0004

HI006, IN011, PA011

SECTION 01 11 50.00 06

CERTIFIED FINAL

AMENDMENT 0004

IN011

Building Section(s) Existing Roof System

USARC 1-5 Gravel Built Up Roof (BUR)

OMS 1-2 Gravel Built Up Roof (BUR)

PA011

Building Section(s) Existing Roof System

USARC 1-3 Low Slope Single Ply (EPDM)

OMS 1-2 Low Slope Single Ply (EPDM)

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 projects are located at Ft Shafter Flats, Honolulu, HI, Ft Wayne, IN, and Brookville, PA.

1.4. EXISTING SITE UTILITIES

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

1.5. NOT USED

1.6. 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

CERTIFIED FINAL

AMENDMENT 0004

following Attachments are included and shall be used and strictly adhered-to in completing the design and construction of the project.

IN011

a. ATTACHMENT A: Site Location

b. ATTACHMENT B: Building Layout Plans

c. ATTACHMENT C: Site Inspection Report, dated 8 October 2021 (FIO)

PA011

a. ATTACHMENT D: Site Location

b. ATTACHMENT E: Building Layout Plans

c. ATTACHMENT F: Site Inspection Report, dated 8 December 2021 (FIO)

HI006

a. ATTACHMENT G: Site Location

b. ATTACHMENT H: Building Layout Plans

c. ATTACHMENT I: Site Inspection Report, dated 8 September 2021 (FIO)

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. NOT USED

1.15. NOT USED

1.16. NOT USED

1.17. NOT USED

1.18. 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

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AMENDMENT 0004

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. Design Milestone Schedule

HI006, Building 1556, 1557, 1558 - BASE

Notice to Proceed (NTP) Day 0

Design Quality Control Plan (DQCP) NTP + 14 Days

Design Kickoff Meeting (on-site) NTP + 45 Days

Charette Report (FIO) NTP + 60 Days

Final Submittal NTP + 140 Days

Final Plan in Hand Meeting (on-site) NTP + 165 Days

Corrected Final Submittal NTP + 185 Days

Certified Final Submittal NTP + 190 Days

IN011, USARC and OMS – OPTION 1

Design Kickoff Meeting (on-site) NTP + 60 Days

Charette Report (FIO) NTP + 75 Days

Final Submittal NTP + 155 Days

Final Plan in Hand Meeting (on-site) NTP + 180 Days

Corrected Final Submittal NTP + 200 Days

Certified Final Submittal NTP + 205 Days

PA011, USARC and OMS – OPTION 2

Design Kickoff Meeting (on-site) NTP + 90 Days

Charette Report (FIO) NTP + 105 Days

Final Submittal NTP + 185 Days

Final Plan in Hand Meeting (on-site)

NTP + 210 Days

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AMENDMENT 0004

Corrected Final Submittal NTP + 230 Days

Certified Final Submittal NTP + 235 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. DESIGN SUBMITTAL DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers

Ryan Fagan

RYAN.A.FAGAN@USACE.ARMY.MIL

LRL-ED-MA Room 414

600 Doctor Martin Luther King Junior Place

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Louisville, KY 40202

Timothy M. McClellan, P.E., RRC

Timothy.M.McClellan@usace.army.mil

LRL-ED-MA Room 414

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

Michael Brooks

Michael.s.brooks@usace.army.mil

LRL-CDR

Tim Ruhland timothy.j.ruhland@usace.army.mil

LRL-CDM-A

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

Jeffrey.E.Bayers@usace.army.mil

LRL-PM-R

Steve Coffey

USARC-ARIMD Engineering Branch

Program Manager: BUILDER, NRP, & FRP

Phone: 910-570-8961

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

3. GENERAL CONSTRUCTION REQUIREMENTS

3.1. SUMMARY

3.1.1. The requirements include:

mailto:Timothy.M.McClellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:Jeffrey.E.Bayers@usace.army.mil

CERTIFIED FINAL

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. HI006 - Coordinate site access with Mark Bowling, Department of Public Works (DPW) at Fort Shafter Flats, Mark.J.Bowling4.mil@army.mil.

3.2.2. HI006 – Contractors without CAC cards to use

https://home.army.mil/hawaii/about/visitor-information to get visitor pass from US Army Garrison Hawaii (USAG-HI) for access to the site

3.2.3. HI006 – Operating hours are 0800-1600.

3.2.4. HI006, Building 1556, 1557, 1558 are 3-story buildings and require the use of lifts and/or cranes for roof installation.

3.2.5. IN011 – Operating hours are 0730-1630.

3.2.6. IN011 – No weekend work permitted due to the high number of units located at this facility.

3.2.7. PA011 – Operating hours are 0800-1630.

3.2.8. NOT USED

3.2.9. Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. HI006: DPW – Fort Shafter Flats, Mark Bowling, Mark.J.Bowling4.mil@army.mil

c. Building Occupants

3.2.10. NOT USED

3.2.11. NOT USED

3.2.12. NOT USED

3.2.13. NOT USED

3.2.14. NOT USED

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

3.3. DOCUMENTATION

mailto:Mark.J.Bowling4.mil@army.mil https://home.army.mil/hawaii/about/visitor-information mailto:Mark.J.Bowling4.mil@army.mil

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3.3.1. NOT USED

3.3.2. NOT USED

3.4. NOT USED

3.5. NOT USED

3.6. NOT USED

4. NOT USED

5. CIVIL/ SITE WORK

5.1. HI006 - Trim existing foliage to provide a minimum of four feet of clearance between roof/building perimeter walls and trimmed foliage.

6. EXTERIOR EQUIPMENT

6.1. IN011 – Proper pipe supports and roof pads to be installed as necessary. Coordinate locations with COR.

6.2. IN011 – Remove large mechanical roof curb on roof section 1.

There is a structural support bridging the original curbing system. DOR to determine if removal is necessary.

6.3. IN011 – Remove four (4) abandoned penetration on roof section 2.

6.4. IN011 - Remove relief vents on the USARC and OMS buildings.

6.5. IN011 – Install OSHA Compliant Safety Guardrail system on the south side of the RTU-4 and RTU-6 Units on Roof section 2 close to the courtyard on the USARC building and near the basement entrance.

6.6. IN011 – replace weather head with current NEC code compliant weather head. Coordinate with Public Utility Company. Coordinate with

User if any outage is needed.

6.7. PA011 – Remove chimney from facility, pipes shall remain.

6.8. PA011 – Remove TV Antenna and associated equipment/lines for disposal.

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

6.9. DELETED

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7. ARCHITECTURAL/BUILDING ENVELOPE

7.1. IN011 – Replace approximately 2,000 LF of wall expansion joints, joints around exterior doors and windows.

7.2. IN011 – Replace approximately 400 LF of wall sealant at control joints.

7.3. IN011 – Add approximately 100 LF of caulk around block windows on roof section 5.

7.4. IN011 – Repair/tuck point approximately 20 LF of brick on roof section 5 at ground level and window sills for block windows.

Coordinate with COR.

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AMENDMENT 0004

7.5. IN011 – Replace roof hatch with an OSHA Approved roof hatch with steel ladder safety post for ease of egress.

7.6. IN011 – Caulk joints around facility (approximately 10 LF).

Coordinate with COR.

7.7. IN011 – OMS – replace all fascia per SMACNA details.

7.8. IN011 – replace 50 LF of two (2) expansion joints on the west side of the USARC. Coordinate location with COR.

7.9. HI006 – 1556, 1557, 1558 – Perform pull test and provide results to the COR.

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. NOT USED

13. NOT USED

14. ROOF SYSTEM

14.1. IN011, USARC Building

Sections 1-5: Design and install a new EPDM roof system.

14.2. IN011, OMS Building

Section 1: Design and install a new EPDM roof system.

14.3. PA011, USARC Building

Sections 1-3: Design and install a new 3-ply modified bitumen roof.

14.4. PA011, OMS Building

Sections 1 & 2: Design and install a new 3-ply modified bitumen roof.

14.5. HI006, Building 1557 OMS

14.5.1. Over existing SSMR system, design and install a PVC overlay system with insulated flute filler, coverboard, and PVC simulated ribs, for a 20 year No-Dollar-Limit Warranty. Install edge metal prior to installation of overlay system.

14.5.2. Repair or replace (estimated 10%) any heavily deteriorated metal panels prior to installing the flute-fill overlay.

14.5.3. PVC Color to match installation guidelines and must be approved by Contracting Officer’s Representative (COR)

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14.5.4. All metal replaced, including, but not limited to gutters and flashings shall be copper to match installation guidelines and must be approved by COR.

14.5.5. Contractor to perform water testing on gutters and

downspouts, with results to be submitted with the Charrette Report.

14.6. HI006, Building 1556 USARC

14.6.1. Over existing SSMR system, design and install a PVC overlay

14.6.2. Repair or replace (estimated 10%) any heavily deteriorated

14.6.3. PVC Color to match installation guidelines and must be approved by COR.

14.6.4. All metal, including, but not limited to gutters and

flashings shall be aluminum to match installation guidelines and

14.6.5. Low Roof System, Section 3, is under an active roof

warranty, but should be replaced as it has ongoing leak problems, bringing all buildings into a newly reset warranty. This particular roof section should be removed down to the existing deck and replaced with new polyisocyanurate insulation, coverboard and new single-ply PVC system to include all flashings and sheet metal and to include the same 20-year No-Dollar-Limit Warranty as the steep slope areas.

14.7. HI006, Building 1558

Amendment 0004***************************************************************

14.7.1. Over existing SSMR system, design and install a PVC overlay

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***************************************************************Amendment 0004

14.7.2. Repair or replace (estimated 10%) any heavily deteriorated

14.7.3. PVC Color to match installation guidelines and must be approved by COR.

14.7.4. All metal, including, but not limited to gutters and

flashings shall be aluminum to match installation guidelines and

--End of Section --

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