W912QR-61215931_NRP01-0001.pdf

W912QR-61215931_NRP01-0001

FY26 NRP Project 01 TX068, Seagoville, TX P2 574437 16-Jun-26

SECTION 01 11 50.00 06

Version CERTIFIED FINAL AMDT 0001

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK Updated 6 Feb 2025

AMDT 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 TX068 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 TX068:

Building RFID (SF) Section(s) Existing Roof System Building-102 (26,084)

Section 1 EPDM membrane roof over insulation on a metal deck

Building-102 (1,680)

Section 2 Standing seam metal roof over insulation on a metal deck

Building-102 (1,978)

Section 3 EPDM membrane roof over insulation on a metal deck

Building-102 (3,953)

Section 4 EPDM membrane roof over insulation on a metal deck

Building-102 (1,941)

Section 5 EPDM membrane roof over insulation on a metal deck

Building-102 (150)

Section 6 EPDM membrane roof over insulation on a metal deck

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 701 W Simonds Road, Seagoville, 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

All work associated with TX068 to be included in the base contract. All work associated with AR064 to be included in the option 1 cost. See Price Breakout Schedule for details on how the CLINS should be broken out.

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, 10-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. 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 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

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 + 30 Days Final Submittal NTP + 60 Days Final Plan in Hand Meeting (on-site) NTP + 74 Days Corrected Final Submittal NTP + 84 Days Certified Final Submittal NTP + 90 Days

2.2.3 CAD/BIM Requirement

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

2.2.4 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.

2.2.5 Design Professionals

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.

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.

2.3. 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. NOT USED

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 George Steagall George.m.steagall@usace.army.mil

LRL-ED-MR

220 West Main Louisville, KY 40202

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

LRL-ED-M

Drake Sullivan, P.E.

michael.d.sullivan2@usace.army.mil

LRL-CDC

U.S. Army Corps of Engineers Michael Brooks Michael.s.brooks@usace.army.mil

LRL-CDR

mailto:Timothy.m.mcclellan@usace.army.mil mailto:michael.d.sullivan2@usace.army.mil mailto:Michael.s.brooks@usace.army.mil

Sheryll Impellizzeri, P.E.

sheryll.s.impellizzeri@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

63rd RD James Bir Phone: 719-516-5400 Email: james.r.bir.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

mailto:sheryll.s.impellizzeri@usace.army.mil mailto:steven.w.coffey3.civ@army.mil mailto:justin.reeder@saineng.com mailto:james.r.bir.civ@army.mil

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. 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. USARC Building: install appropriately sized pads for all equipment supports, noted in the Attachment C site inspection report.

6.2. USARC Building Section 2: replace deteriorated pipe penetration.

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. Replace all deteriorated joint sealants on exterior walls.

Coordinate with COR for locations.

7.1.1. Assume replacement of 2625 LF of joint sealants.

7.1.2. Contractor to replace all weeps.

AMDT 0001********************************************************************

7.1.3. DELETED

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7.2. DOR Shall visit the site three (3) times during the construction phase. One of these visits shall be during the final inspection

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.

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.

Contractor to provide a flush seam metal wall panel system with manufacturer's 30 year polyvinylidene fluoride (PVDF) finish warranty for walls that transition from a lower roof section to a higher roof section

14.1. Building 102

Sections 1, 3, 4, 5, and 6 are EPDM membrane roofs over insulation installed over a metal deck. Sections 1, 3, 4, 5, and 6 to be replaced with a new 2-ply modified bitumen roof system. New flashing that is installed penetrations and curbs to include the 8” minimum for flashing height.

Section 2 is a standing seam metal over insulation on a metal deck.

Section 2 must receive an Mesh Reinforced Elastomeric Coating (MREC)to the standing seam metal roof system with a new 20 year manufacturer's water tight warranty.

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.

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