W912QR261BWJ_NRP08-0001.pdf
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- Solicitation number
- W912QR261BWJ
About this file
This is Amendment 0001 to solicitation W912QR261BWJ for National Roofing Program (NRP) task orders at two U.S. Army Reserve facilities. The amendment revises the Statement of Work sections (Volume A and Volume B, Section 01 11 50.00 06) and extends the proposal due date to July 29, 2026 at 2:00 PM ET, with a ProjNet question deadline of July 23, 2026 at 2:00 PM ET.
The solicitation covers design-build roof replacement and repair construction at two locations: Bristol, PA (PA175) and Northfield, NJ (NJ012). At PA175, work includes replacing architectural shingle roofs on approximately 72,081 square feet (Sections 1 & 3 of USAFRC building) and a modified bitumen roof on 482 square feet (Section 2 of USAFRC), plus architectural shingles on 10,763 square feet of OMS building. At NJ012, work includes replacing TPO single-ply roofs with modified bitumen systems on 23,389 square feet of USARC building and 4,620 square feet of OMS building. Both projects require a Registered Roof Consultant (RRC) licensed by IIBEC with at least 10 years of roof repair experience to serve as Designer of Record. Key requirements include self-adhering waterproofing membrane underlayment, hand-nailed architectural shingles where applicable, joint sealant replacement (approximately 3,100 linear feet at PA175 and 800 linear feet at NJ012), installation of roof access ladders, concrete splash blocks at downspout terminations, and roof deck repair/replacement with assumed limits of up to 60% damaged decking at PA175 and 30% at NJ012. The design phase spans 160 days from Notice to Proceed, including design quality control plan submission, final design submittal, and certified final submittal milestones, with in-person meetings required for charette/kickoff and final design plan-in-hand review. All work shall comply with UFC 3-110-03 Roofing and the Unified Facilities Guide Specifications (UFGS).
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W912QR261BWJ_NRP08-0001
FY26 NRP Project 08
PA175, 2501 Ford Rd, Bristol, PA
P2 574437
4-May-26
SECTION 01 11 50.00 06
Version CERTIFIED FINAL
Amendment 0001
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
PA175 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 PA175:
Building RFID (SF) Section(s) Existing Roof System
USAFRC (72,081) 1 & 3 Architectural Shingle
USAFRC (482) 2 EPDM/TPO
OMS (10,763) 1 Architectural Shingle
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 574437
4-May-26
SECTION 01 11 50.00 06
Version CERTIFIED FINAL
Amendment 0001 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 2501 Ford Rd, Bristol, 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. 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, 13-Apr-26
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
P2 574437
4-May-26
SECTION 01 11 50.00 06
Version CERTIFIED FINAL
Amendment 0001 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
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
Amendment 0001***************************************************************
U.S. Army Corps of Engineers
Robert Graff, RA
ROBERT.M.GRAFF@USACE.ARMY.MIL
LRL-ED-MA
220 W Main St
5th Floor
Louisville, KY 40202
Timothy M. McClellan, P.E., RRC
Timothy.m.mcclellan@usace.army.mil
LRL-ED-MA Room 414
220 W Main St
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
220 W Main St
Jeffrey E. Bayers, P.E., P.M.P.
Jeffrey.e.bayers@usace.army.mil
LRL-PM-R
W912QR261BWJ_NRP08-0001
mailto:Timothy.m.mcclellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:Jeffrey.e.bayers@usace.army.mil
************************************************************Amendment 0001
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
99th RD (OH, MI)
William (Bill) Markey
5231 South Scott Plaza
Joint Base McGuire-Dix-Lakehurst, NJ 08640
Phone: 609-997-5271
Email: william.f.markey4.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:steven.w.coffey3.civ@army.mil mailto:justin.reeder@saineng.com mailto:william.f.markey4.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. Properly support rooftop mini splits that are not installed correctly on Section 2 of the USAFRC.
6.2. Install sacrificial sheet that is missing for rooftop equipment
(satellite dish) at the USAFRC.
6.3. Confirm with COR of any equipment that is abandoned during design phase.
7. ARCHITECTURAL / BUILDING ENVELOPE
7.1. Approximately 3100 LF of deteriorated joint sealant to be replaced around the USAFRC.
7.2. Approximately 750 LF of deteriorated joint sealant to be replaced around the OMS.
7.3. Contractor to provide a flush seam metal wall panel system with manufacturer’s 30-year PVDF (polyvinlidine fluoride) finish warranty for walls that transition from a lower roof section to a higher roof section.
7.4 DOR to include 3 site visits during construction in bid. One of these visits shall be during final inspection.
7.5 Contractor to apply self-adhering waterproofing membrane underlayment across entire roof under architectural shingles.
7.6 The weep holes on the west side of the roof need to be cleared of sealant and new weeps installed into the brick.
7.7 There is an expansion joint on the roof, but expansion is not installed the full length. As currently installed the water has no way of exiting cleanly from the roof in these areas. Additionally, the shingles possibly the OSB decking appear to be buckling since there is no expansion installed. A new method should be devised on how to install the expansion.
7.8 Hand nail all architectural shingles.
7.9 Contractor to apply self-adhering waterproofing membrane underlayment across entire roof under architectural shingles.
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.
Contractors shall install new concrete splash blocks at all downspout terminations. Contractor shall investigate and design gutters and downspouts on the USAFRC building so that they do not deposit water on the roof surface.
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.
Modified Bitumen systems shall be two ply systems
Building RFID (SF) Section(s) New Roof System
USAFRC (72,081) 1 & 3 Architectural Shingle
USAFRC (482) 2 Modified Bitumen
OMS (10,763) 1 Architectural Shingle
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 60% damaged decking, 50% wood nailers, and 15% of furring strips.
--End of Section --
NJ012, 100 Shore Rd, Northfield, NJ
P2 574437
4-May-26
SECTION 01 11 50.00 06
Version CERTIFIED FINAL
Amendment 0001
SECTION
01 11 50.00 06
Task Order SCOPE OF WORK
Updated 20 July 2026
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
NJ012 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 NJ012:
Building RFID (SF) Section(s) Existing Roof System
USARC (23,389) 1 & 2 TPO Single Ply
OMS (4,620) 1 TPO Single Ply
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.
P2 574437
4-May-26
SECTION 01 11 50.00 06
Version CERTIFIED FINAL
Amendment 0001
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 100 Shore Rd, Northfield, NJ.
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, 13-Apr-26
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
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
Ryan Fagan, PE
ROBERT.M.GRAFF@USACE.ARMY.MIL
LRL-ED-MA
220 W Main St
Timothy M. McClellan, P.E., RRC
Timothy.m.mcclellan@usace.army.mil
LRL-ED-MA Room 414
220 W Main St
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.
Jeffrey.e.bayers@usace.army.mil
LRL-PM-R
************************************************************Amendment 0001 mailto:Timothy.m.mcclellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:Jeffrey.e.bayers@usace.army.mil
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
99th RD (OH, MI)
William (Bill) Markey
5231 South Scott Plaza
Joint Base McGuire-Dix-Lakehurst, NJ 08640
Phone: 609-997-5271
Email: william.f.markey4.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
mailto:steven.w.coffey3.civ@army.mil mailto:justin.reeder@saineng.com mailto:william.f.markey4.civ@army.mil
P2 574437
4-May-26
SECTION 01 11 50.00 06
Version CERTIFIED FINAL
Amendment 0001
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. Properly support rooftop 4 units that are not installed correctly on Section 2 of the USARC.
7. ARCHITECTURAL / BUILDING ENVELOPE
7.1. Approximately 800 LF of deteriorated joint sealant to be replaced around the USARC.
7.2. Approximately 300 LF of deteriorated joint sealant to be replaced around the OMS.
7.3. Contractor to provide a flush seam metal wall panel system with manufacturer’s 30 year PVDF (polyvinlidine fluoride) finish warranty for walls that transition from a lower roof section to a higher roof section.
7.4 DOR to include 3 site visits during construction in bid. One of these visits shall be during 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 exist, 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 concrete 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.
The Contractor shall use non-reflective materials for flashings, gutters, downspouts, copings, and cap sheets.
Modified Bitumen systems shall be two ply systems
Building RFID (SF) Section(s) New Roof System
USARC (23,389) 1 & 2 Modified Bitumen
OMS (4,620) 1 Modified Bitumen
14.1. BUILDING
14.1.1. Cut back trees that overgrows Section 2 of the USARC.
Trees to the Northeast of USARC building are located on private residence, and the Contractor shall work with COR to coordinate this aspect of the Project.
P2 574437
4-May-26
SECTION 01 11 50.00 06
Version CERTIFIED FINAL
Amendment 0001
*************************************************************** Amendment 0001
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 30% damaged decking and 50% wood nailers.
--End of Section --
| MATOC Letter |
| PA175 - Section 01 11 50.00 06 |
| N012 - Section 01 11 50.00 06 |
File details come from the government source that posted it. Updated .