W912QR-50297441_NRP01-0000.pdf

Solicitation For Army Reserve National Roofing Program FY25 Task Order #1

P2: 565479 Design-Build

VA024 - Newport News, Ft. Eustis, VA

Specifications Certified Final Design

06 May 2025

W912QR-50297441

MATOC W912QR24D0054-24D0063

All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless noted otherwise.

ARIMS: 200A Disposition: Maintain for 15yrs after construction.

W912QR-50297441_NRP01-0000

OFFEROR'S QUESTIONS AND COMMENTS

Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.ProjNet.org/ProjNet. As noted below, offerors shall not submit their proposals via ProjNet. Offerors shall submit their proposals in accordance with the provisions stated in the solicitation.

To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system.

The Solicitation Number is: W912QR-50297441

The Bidder Inquiry Key is: B6JHG5-94GC6W

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2. Identify the Agency. This should be marked as USACE.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Email. Enter the email address you would like to use for communication.

5. Select Continue. A page will then open stating a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7. Select Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1. For future access to ProjN et, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3. Identify the Agency. This should be marked as USACE.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Email. Enter the email address you used to register previously in ProjNet.

6. Select Continue. A page will then open asking you to enter the answer to your Secret Question.

7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

From this page you may view all bidder inquiries or add an inquiry.

Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

Offerors are requested to review the specification in its entirety and to review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

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 01

LOCATIONS:

FACILITY LOCATION

Maintenance Bay Fort Eustis, VA AMSA/Admin Fort Eustis, VA

Warehouse Fort Eustis, VA

PROPOSER'S NAME:

ITEM

NUMBER Description UNIT AMOUNT

BASE Work For Maintenance Bay

0001 Design: All work and labor required to JOB $ design the roof at Maintenance Bay Building 2504

0002 Construction: All work, materials, and labor JOB $ required to replace the roof at Maintenance Bay Building 2504

BASE Work For AMSA/Admin

0003 Design: All work and labor required to JOB $ design the roof at AMSA/ Admin Building 2505

0004 Construction: All work, materials, and labor JOB $ required to replace the roof at AMSA/ Ad.min Building 2505

BASE Work For Warehouse

0005 Design: All work and labor required to JOB $ design the roof at Warehouse Building 2506

0006 Construction: All work, materials, and labor JOB $ required to replace the roof at Warehouse Building 2506

TOTAL PROJECT BASE PROPOSAL $

52.236-4 Physical Data (Apr 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of, or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations.

(b) Weather conditions: The Contractor shall make his own investigations as to weather conditions at the site. Data may be obtained from various National Weather Service offices located generally at airports of principal cities, the nearest to this project being Wakefield, Virgina.

( d) Historical data for all areas may be obtained from:

U.S. Department of Commerce National Climatic Center Federal Building Asheville, N. C. 28801

(End of Clause)

52.236-1 Performance of Work by the Contractor (Apr 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least 20% percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction, and the Contracting Officer determines that the reduction would be to the advantage of the Government.

(End of Clause)

52.236-27 Site Visit (Construction) (Feb 1995) Alternate I

(a) The clauses at i2.236-2, Differing Site Conditions, and 52.236-1, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

Tuesday, May 20th , at 0900. Meet at the main gate to get base passes. All prospect contractors in attendance must be US citizens and must show ID for visitor pass. POC information is below

Mr. Ty M. Haughn

CIV. 99th Readiness Division DPW

Regional Facilities Operations Specialist

Phone: 1-910-598-8339

Mobile: 1-757-609-7676

Email: ty.m.haughn.civ@army.mil

"General Decision Number: VA20250159 02/28/2025

Superseded General Decision Number: VA20240159

State: Virginia

Construction Type: Building

County: Newport News* County in Virginia.

*INDEPENDENT CIV OF NEWPORT NEWS

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.l(a)(l).

If the contract is entered into on or after January 30, 2022, or the contract is renewed or extended (e.g., an option is exercised) on or after January 30, 2022:

If the contract was awarded on or between January 1, 2015 and January 29, 2022, and the contract is not renewed or extended on or after January 30, 2022:

Executive Order 14026 generally applies to the contract.

The contractor must pay all covered workers at least $17.75 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in 2025.

Executive Order 13658 generally applies to the contract.

The contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on that contract in 2025.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date

NRP FY25 Project 1 VA024, Fort Eustis, VA P2 565479 13-Mar-25

TABLE OF CONTENTS

CERTIFIED FINAL

TABLE OF CONTENTS

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: Roof Replacement Report, 11 JANUARY 2012 / 30 JUNE 2022 (For Information Only) ATTACHMENT D: Base Access Form

--End of Table of Contents--

NRP FY25 Project 01 VA024 Fort Eustis, VA

SECTION 00 80 50.00 06

Version CERTIFIED FINAL

SECTION

00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

08/19

1. PART 1 GENERAL

1.1. SUBMITTALS

Government approval/acceptance is required for submittals with a "GOVT” designation; submittals not having a "GOVT" designation are for information only. When used, a designation following the "GOVT" designation identifies the office that will review the submittal for the Government. The submittals listed in the Submittal Register at the end of this specification section shall be submitted in accordance with Section 01 33 00.00 06.

SD-01 Preconstruction Submittals

SD-02 Shop Drawings

SD-05 Design Data

SD-07 Certificates

SD-11 Closeout Submittals

1.2. NOT USED

1.3. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK - Paragraph 1.3 of Section 00 80 00.00 06 is replaced with the following:

1.3.1 After approval of the required bonds, the Government will issue an Administrative Notice-to-Proceed (NTP) to allow for preconstruction activities to be initiated in accordance with the contract requirements. The contract period of performance specified in Contract Clause 52.211-10 will begin upon issuance of Administrative NTP. No onsite demolition or construction work will be permitted during the Administrative NTP period. All required preconstruction activities and submittals must be submitted and accepted by the Government, where applicable, within the Administrative NTP period. The Government will issue a Construction NTP to allow commencement of all other contract work after the Administrative NTP period, or after the contractor's completion of all work specified in the Administrative NTP. Failure to complete all required preconstruction activities may result in the contract being terminated for default in accordance with Contract Clause 52.249-10 Default (Fixed-Price Construction).

1.3.2 Refer to FAR 52.211-12 "LIQUIDATED DAMAGES" in Section 00 70 50 for the amount of Liquidated Damages for the Task order project.

1.3.3 Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 50 for a notification of significant contract dates.

1.3.4 Additional Requirements/Clarifications of Work Included Within the Contract

The time stated in FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 50 for completion shall include as-built drawings, O&M manuals, operational tests/reports/training/instructions, and equipment lists.

1.4. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. ER 415-1-15

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the "Default (Fixed-Price Construction)" as discussed in Section 00 70 00 of the base contract and Section 00 70 50 of this task order. For the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

The unusually severe weather must cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS BASED ON (5) DAY WORK

WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

VA024 22 20 22 21 11 6 6 4 3 11 19 20

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated listed above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair-weather workdays, and issue a modification in accordance with the "Default (Fixed-Price Construction)" in section 00 70 00 of the base contract, Volume 1.

1.5. WAGE RATES

The decision of the Secretary of Labor, covering rates of wages, including fringe benefits to be paid laborers and mechanics performing work under this contract, is attached to this solicitation. The payment for all classes of laborers and mechanics employed to perform work under the contract will be specified in the following contract provisions: "Contract Work Hours and Safety Standards -- Overtime Compensation"; "Construction Wage Rate Requirements"; and "Compliance with Copeland Act Requirements" in Section 00 70 00 of the base contract.

Wage decision included: VA20250159 Building

The work to be performed is located in Fort Eustis, VA, Warwick.

1.6. NOT USED

1.7. Antiterrorism (AT) and Operations Security (OPSEC)- Paragraph 1.7 of Section 00 80 00.00 06 is replaced with the following:

1.7.1 AT Level I training. This standard language is for contractor employees with an area of performance within an Army-controlled installation, facility, or area. All contractor employees, including subcontractor employees, requiring access to Army installations, facilities, and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or to the contracting officer, if a COR is not assigned, within 30 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil.

http://jko.jten.mil/

1.7.2 Access and general protection/security policy and procedures.

This standard language is for contractor employees with an area of performance within an Army-controlled installation, facility, or area.

Contractor and all associated subcontractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by the installation Provost Marshal Office, Director of Emergency Services, or Security Office. Contractor workforce must comply with all personal identity verification requirements (CFR clause 52.204-9, Personal Identity Verification of Contract Personnel) as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

1.7.3 AT Awareness Training for Contractor Personnel Traveling Overseas. This standard language requires U.S.-based contractor employees and associated subcontractor employees to make available and to receive Government-provided area of responsibility (AOR)–specific AT awareness training as directed by AR 525-13. Specific AOR training content is directed by the combatant commander, with the unit ATO being the local point of contact.

1.7.4 Army Training Certification Tracking System (ATCTS) registration for contractor employees who require access to Government information systems. All contractor employees with access to a Government info system must be registered in the ATCTS at commencement of services and must successfully complete the DoD Information Assurance Awareness prior to access to the information system and annually thereafter.

1.7.5 For contracts that require a formal OPSEC program. The contractor shall develop an OPSEC Standing Operating Procedure (SOP)/Plan within 90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer. This plan will include a process to identify critical information, where it is located, who is responsible for it, how to protect it, and why it needs to be protected. The contractor shall implement OPSEC measures as ordered by the commander. In addition, the contractor shall have an identified certified Level II OPSEC coordinator per AR 530-1.

1.7.6 Controlled Unclassified Information (CUI). Include DFARS clause 252.204-7012, which requires the contractor to comply with NIST 800-

171. Also include DFARS provision 252.204-2019 into solicitations.

Acquisition officials should follow procedures outlined in DFARS 204.73 and verify vendors have an adequate NIST SP 800-171 summary assessment score within the Supplier Performance Risk System (within PIEE). If the score doesn’t show a medium- or high-level assessment with a score of 110 or better (as described in the “NIST SP 800-171 DoD Assessment Methodology”), include clause252.204-7020 and obtain the vendor’s

“system security plan” and “plan of action” for NIST SP 800-171 verification and assurance by Army security officials.

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

1.19. NOT USED

1.20. NOT USED

1.21. NOT USED

1.22. NOT USED

1.23. NOT USED

1.24. NOT USED

1.25. NOT USED

1.26. NOT USED

2. PART 2 PRODUCTS NOT USED

3. PART 3 EXECUTION NOT USED

-- END OF SECTION --

Line

Act-ivity

Trans-mittal # Specification Section SD # SD Description Item Submitted

Paragraph

Classi-fication:

GA for

GOVT or A/E Revwr Submit

Approval Needed

By

Material Needed

By Action Code

Date Of Action

Date FWD to APPR /

Auth - Date RCD

From

CONTR

Date FWD To

Other Revwr

Date

RCD

From Other Revwr

Action Code

Date Of Action

Mailed To

CONTR/

Date RCD From

APPR

Authority Remarks

01 11 00.00 06 SD-01 Preconstruction Submittal Contractor’s Safety Program 3.7.2 GA

01 32 01.00 06 SD-01 Preconstruction Submittal Project Schedule 3.4 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan (APP) 1.7 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan 1.8 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Activity Hazard Analysis (AHA) 1.8 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Site Safety & Health Officer Qualifications

(SSHO) 1.5.1 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Design Quality Control Plan 3.2 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Construction Quality Control Plan 3.3 GA

01 50 00 SD-01 Preconstruction Submittal Construction Site Plan 1.3 GA

01 74 19 SD-01 Preconstruction Submittal Construction Waste Management Plan 1.7 GA

01 50 00 and 01 57

19.00 06 SD-02 Preconstruction Submittal Dust Control Plan 3.4.4 GA

2 11 00.00 06 SD-02 Preconstruction Submittal Schedule of Demolition Activities 4.2.2 GA

00 80 00.00 06 SD-05 Design Data Progress Photographs 1.45 GA

00 80 00.00 06 SD-07 Certificates No Asbestos - Containing Material (ACM) Certification 1.14 GA

00 80 00.00 06 SD-07 Certificates Sales and Use Tax 1.30 GA

00 80 00.00 06 SD-07 Certificates Insurance 1.31 GA

00 80 00.00 06 SD-07 Certificates AT Training Roster 1.7 GA

00 80 00.00 06 SD-07 Certificates Warranties 1.15 GA

00 80 00.00 06 SD-08 Certificates Crane Certificate of Compliance 1.12.6 GA

00 80 00.00 06 SD-11 Closeout Submittals Records, Waste Generated/Diverted 1.10 GA

00 80 00.00 06 SD-11 Closeout Submittals Preliminary (Working) As-Built Drawings 3.4 GA

00 80 00.00 06 SD-11 Closeout Submittals Final As-Built Drawings 3.4 GA

TITLE: NRP FY25 Project 1 P2: 565479

SUBMITTAL REGISTER

JOB NAME: VA024

LOCATION: Ft Eustis, VA

CONTRACT NO:

CONTRACTOR:

SB MATOC CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

SECTION 01 11 50.00 06

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK Updated 6 Feb 2025

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 VA024 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 VA024:

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

MAINTENANCE BAY

BLDG. 2504 4,822

1 METAL ROOF PANEL,

EAVE HEIGHT – 30’

AMSA/AMDIN BLDG.

2505 9,675

A METAL ROOF PANEL,

EAVE HEIGHT – 30’

AMSA/AMDIN BLDG.

2505 5,100

B METAL ROOF PANEL,

EAVE HEIGHT – 16’

WAREHOUSE BLDG.

2506 28,680

1 METAL ROOF PANEL,

EAVE HEIGHT – 21’

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 2505 Jackson Ave. Fort Eustis, VA.

1.4. EXISTING SITE UTILITIES

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, 11-Jan-12 / 30-Jun-22 (For Reference Only)

d. ATTACHMENT D: Base Access Form

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

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).

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. Design

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

Unless called out in the specific task order Scope of Work, the contractor will not be required to produce advanced modeling and design drawings will be limited to CAD files.

2.2.3. Design Submittal Requirement

Unless called out in the specific task order Scope of Work, 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.

2.2.4. 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 unless called out in the task order scope of work.

2.2.5. Design Milestone Schedule

Notice to Proceed (NTP) Day 0 Design Quality Control Plan (DQCP) NTP + 15 Days On Site Meeting NTP + 45 Days Final Submittal NTP + 105 Days Final Plan in Hand Meeting (on-site) NTP + 126 Days Corrected Final Submittal NTP + 145 Days Certified Final Submittal NTP + 152 Days

2.3. REQUEST FOR PROPOSAL (RFP) INTENT

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

2.4. Design Milestone Meetings

2.4.1. Charette / Kickoff Meeting

2.4.1.1. Shall be in person and on-site.

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

2.4.2.1. Shall be in person and on-site.

2.5. NOT USED

2.6. NOT USED

2.7. NOT USED

2.8. NOT USED

2.9. NOT USED

2.10. NOT USED

2.11. Insert any additional REQUIRED DESIGN PROFESSIONALS beyond RRC

2.12. GOVERNMENT FURNISHED MATERIALS

2.12.1. GFM Handover

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

2.12.2. GFM File Formats

GFM are provided only in PDF format.

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

DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers Félix A. Carrión-Viera felix.a.carrion-viera@usace.army.mil LRL-ED-MR Room 414 600 Doctor Martin Luther King Junior Place Louisville, KY 40202

U.S. Army Corps of Engineers Sheryll S. Impellizzeri, P.E.

sheryll.s.impellizzeri@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-MA Room 414

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

LRL-CDR

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

Jeffrey.e.bayers@usace.army.mil

LRL-PM-R

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

Steven W. Coffey, P.E.

USARC-ARIMD Engineering Brach Program Manager - NRP Phone: 910-570-8961 Email: steven.w.coffey3.civ@army.mil

W912QR-50297441_NRP01-0000

mailto:Timothy.m.mcclellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:Jeffrey.e.bayers@usace.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

Ty M. Haughn 99th RSC RFOS Phone: 757-609-7676 Email: ty.m.haughn.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

3.2.8. Project and Safety Signs. See 01 50 00, Paragraph 2.1.2.

3.3. DOCUMENTATION

3.3.1. NOT USED

3.3.2. NOT USED

3.4. NOT USED

mailto:justin.reeder@saineng.com

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.

3.7. Complete and submit Base Access form found in Attachment D at least seven (7) days in advance of the visit.

3.7.1. FOREIGN VISITORS must be submitted to 633 SFS/VCC

(633SFS.S5P.VISITORCONTROLCENTER@us.af.mil) or 733 SFS/VCC Visitor (733.MSG.S5T.VCC@us.af.mil).

4. NOT USED

5. NOT USED

6. EXTERIOR EQUIPMENT

6.1. NOT USED

7. ARCHITECTURAL / BUIDLING ENVELOPE

7.1. MAINTENANCE BAY BLDG. 2504

7.1.1. Replace sealant and bond breaker at the perimeter of all doors, louvers, windows, and wall penetrations, approximately 120 LF, coordinate with COR.

7.1.2. Pipe located in attic space adjacent to louver shown in attachment one for general views of bldg. 2504. Pipe has been disconnected and terminates in attic space. Approximately 2” PVC soil pipe shall be extended through roof with minimum termination 8” above ridge.

7.1.3. Replace Louver - Approximately 46”x 46”; reconnect vent pipe 2” with penetrations.

mailto:633SFS.S5P.VISITORCONTROLCENTER@us.af.mil mailto:733.MSG.S5T.VCC@us.af.mil

7.2. AMSA/AMDIN BLDG. 2505

7.2.1. Replace sealant and bond breaker at the perimeter of all doors, louvers, windows, and wall penetrations, approximately 600 LF, coordinate with COR.

7.3. WAREHOUSE BLDG. 2506

7.3.1. Replace sealant and bond breaker at the perimeter of all doors, louvers, and wall penetrations (minus windows), approximately 600 LF, coordinate with COR.

7.3.2. Replace all ten (10) existing skylights with curb-mounted skylights that meet the below requirements:

7.3.2.1. 20 Year warranty

7.3.2.2. Energy Star rated

7.3.2.3. Wind uplift resistant per current ASCE requirements

7.3.2.4. UL Class B fire rated

7.3.2.5. OSHA fall protection approved

7.3.2.6. NFRC Approved – thermal performance

7.3.2.7. FM Class 4 “Large Hail” tested

8. NOT USED

9. NOT USED

10. NOT USED

11. FIRE PROTECTION / LIFE SAFETY

Protect sprinklers lines from potential damages during installation.

12. ELECTRICAL CONDUITS

Protect electrical conduits from potential damages during installation.

13. NOT USED

14. ROOF SYSTEM

14.1. 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 unless stated differently in a specific task order. Existing roof systems may be multi-layered with differing roof system types below the surface membrane. Contractor shall relocate any equipment mounted directly below the deck to comply with building codes.

14.1.1. MAINTENANCE BAY BLDG. 2504

i. Install a PVC overlay system with flute filler, coverboard, and simulated PVC ribs over existing metal roof panel system. Roof color to be selected by COR.

ii. Install walking pads around any roof top units at each facility and access pathway.

iii. Add a minimum of R-10 insulation with flute filler above the existing roof.

iv. Replacement up to 10% of the panels.

v. Replace ladder with OSHA compliant ladder.

vi. Provide a coating system for the gutters that comes with a warranty of at least 10 years, without removing the existing gutters and downspouts.

14.1.2. AMSA/ADMIN BLDG. 2505

iii. Add a minimum of R-10 insulation with flute filler above the existing roof.

14.1.3. WAREHOUSE BLDG. 2506

iii. Add a minimum of R-10 insulation with flute filler above the existing roof.

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.

--End of Section --

AMSA (AB) BLDG 02505

AMSA (G) BLDG 02506

AMSA (AB) BLDG 02504

Attachment B

Building Layout Plans

Attachment C - AMDT001

Existing Roof Photographs 11 January 2012

Note: This attachment is for documentation of existing conditions.

This attachment is a design completed in 2012. The design does not comply with current UFC standards. It is included only to establish the existing conditions. The contractor must complete a design in compliance with the requirements of the base MATOC and task specific specifications.

Charlotte, NC • Raleigh, NC • Jacksonville, FL • 800.545.6159 • www.stafford-usa.com

9115 Harris Corners Parkway, Suite 230, Charlotte, North Carolina 28269

p. 704.597.9000 f. 704-597-5262

ROOF REPLACEMENT

VA024 – FORT EUSTIS ECS/AMSA #93

FORT EUSTIS, VIRGINIA

Project No. FH116867

*** SAFETY PAYS ***

Project No. FH116867 BDL:cco

PHOTOGRAPHS

FORT EUSTIS ECS/AMSA #93 VA024

Project No. FH116867 BDL:cco Page 1 of 9

ECS/AMSA – Building 02504

General views.

Roof insulation.

Project No. FH116867 BDL:cco Page 2 of 9

ECS/AMSA – Building 02504

Gutter edge.

ECS/AMSA – Building 02504

Ridge.

ECS/AMSA – Building 02504

Rake edge.

Project No. FH116867 BDL:cco Page 3 of 9

Pipe penetration.

Pipe penetration.

ECS/AMSA – Building 02505

General Views.

Project No. FH116867 BDL:cco Page 4 of 9

ECS/AMSA – Building 02505

General Views.

ECS/AMSA – Building

02506 Roof insulation.

ECS/AMSA – Building 02505

Rake edge.

Project No. FH116867 BDL:cco Page 5 of 9

ECS/AMSA – Building 02505

Gutter edge.

ECS/AMSA – Building 02505

Ridge.

ECS/AMSA – Building 02505

Ventilators.

Project No. FH116867 BDL:cco Page 6 of 9

ECS/AMSA – Building 02505

Pipe penetrations.

ECS/AMSA – Building 02506

General view.

Project No. FH116867 BDL:cco Page 7 of 9

ECS/AMSA – Building 02506

General views.

ECS/AMSA – Building 02506

Ridge.

ECS/AMSA – Building 02506

Roof insulation.

Project No. FH116867 BDL:cco Page 8 of 9

ECS/AMSA – Building 02506

Pipe penetrations.

ECS/AMSA – Building 02506

Mechanical units.

Project No. FH116867 BDL:cco Page 9 of 9

ECS/AMSA – Building 02506

Skylight.

VA024 Ft Eustis (ESC facility) Newport News VA overhead view/address

Bldg 2504 North view W912QR-50297441_NRP01-0000

Bldg 2504 East view W912QR-50297441_NRP01-0000

Bldg 2504 West view W912QR-50297441_NRP01-0000

Bldg 2504 South view

Ladder

Bldg 2504 Down spout dimensionsW912QR-50297441_NRP01-0000

Bldg 2504 interior

Electric box/conduits

Electric box/conduits

Electric box/conduits

Electric box/conduits

Bldg 2504 roof issues

Didn’t appear to have sealant installed originally or broken down significantly, could not locate.

Attempt to seal at some time after install

Boot installed to close to stand seam. Attempts to seal with added sealant.

Boot installed at a panel seam adds to the issue

Bldg 2504 roof issues

Seam not crimped properly

Ridge cap not installed properly

Fascia not secured

Bldg 2504 Additional information

Fall protection anchor point

Bldg 2505 South view W912QR-50297441_NRP01-0000

Bldg 2505 East view viewW912QR-50297441_NRP01-0000

Bldg 2505 North view W912QR-50297441_NRP01-0000

Bldg 2505 above ceiling deck view

Bldg 2506 east view W912QR-50297441_NRP01-0000

Bldg 2506 north view W912QR-50297441_NRP01-0000

Bldg 2506 south view W912QR-50297441_NRP01-0000

Bldg 2506 PEMB MFG W912QR-50297441_NRP01-0000

Bldg 2506 Gutter/rake connection

Bldg 2506 Down spout dimension

Bldg 2506 interior view Multiple locations were leak/insulation has fallen out, deck/roof panel visible

Multiple skylights throughout the facility

Bldg 2506 interior view

Electric conduits.

Unable to determine how mounted.

Insulation prevents observation.

Multiple electric connections for lights, etc. Unable to determine how mounted.

Insulation prevents observation.

Section II: Access Details.

Section III: Visitor Center Use Only.

Section IV: Foreign Disclosure Office (FDO) and AFOSI use only.

Section V: Guest Information.

UNESCORTED ACCESS REQUEST

AUTHORITY: Title 10, United States Code 8012. PRINCIPAL PURPOSE: To assist security personnel in establishing a fitness determination through the identity proofing and vetting process. ROUTINE USES: To be utilized by personnel requesting to obtain guest installation access pass for unescorted access to Joint Base Langley/Eustis (JBLE) installations or for special one-time events. DISCLOSURE: Disclosure of the requested information is voluntary; however, failure to provide information may result in denial of request or the refusal by the Security Forces Squadron, Installation Access Control Section to permit access to the installation.

FOUO, This document contains information exempt from mandatory disclosure under the FOIA. Title 5 U.S.C. 552 (b) (6) applies.

This document also contains personal information that is protected by the Privacy Act of 1974 and must be safeguarded from unauthorized disclosure.

SPECIAL SECURITY REQUIREMENTS: IAW DoDM-5200.08 Volume 3, AFMAN 31-101 Volume 3, paragraph 1.1.g.(1)(b), It is the sponsoring organization's responsibility to ensure the visit is properly recorded and documented in the FVS, and the local AFOSI unit is coordinated with in advance of the official foreign visitors' arrival and prior to their departure from the installation. On the day of visit and when the FOREIGN VISITORS visitors have departed the installation, email AFOSI, at LANGLEYAFOSIREGION2.Det201CI.Counterintelligence@us.af.mil indicating time of arrival and departure from the installation.

Block 10. Time Frame

The following information has been provided to aid in the completion of the Unescorted Access Request.

Section I: Sponsor Information.

Block 6. Organization/Home Address (If you are sponsoring for a government purpose use your organization.

Block 1. Title The sponsors title (ie; Mr., Ms., Mrs., or associated rank of Military/GS employee).

Block 2. Last Name, First Name MI (Full name of sponsor, use format assigned).

Block 3. Duty Phone (Office number you can be reached at during business hours).

Block 4. Cell/Home Phone (Phone number you may be reached at during requested access times for your guests).

Block 5. DoD ID Number (Assigned number on your DoD ID Card-This is required to fully identify you in DBIDS).

If it is for personal reasons use your home address).

Block 7. Email Address (email submissions will be sent encrypted utilizing a .mil email address).

Block 8. Category for Access (Check the category of your guest).

Block 16. Fill in the blocks for all visitors 18 years of age or older.

IAW JBLE IDP all foreign request must be submitted to 633 SFS/VCC or 733 SFS/VCC seven (7) days in advance of the visit. The Sponsor signing below assumes responsibility while the individual is on base and must be on an Appointment Letter on file at the Visitor control Center. All individuals will be subjected to a Criminal History Background check.

Reminder: Badges must be returned to the Visitor Control Center upon termination of the contract or employment. If an extension is required, another form shall be completed. The individual(s) listed below has been thoroughly briefed on entry procedures and conduct while on Joint Base Langley-Eustis. Any violation or disruption of order will be reported to the sponsor by Security Forces member. Previously issued badges must be returned prior to re-issuance of a new badge.

Lost badges require a Letter of Lost Controlled Item prior to a replacement being issued.

Block 11. Reason for Access. Provide specific reason for access (ie; Meeting, Tow Truck, Pop-A-Lock, Taxi, Wedding, Family visit, etc…).

Block 12. Identify the Visiting Organization, Name of Event or if Contractor: Company Name (Prime and Sub Contractor), Contract Number, and Contract Period.

Block 13a, b, c: Sponsor completes each block. Must be legible when completed manually.

FOREIGN VISITORS must be submitted to 633 SFS/VCC (633SFS.S5P.VISITORCONTROLCENTER@us.af.mil) or 733 SFS/VCC (733MSG.S5T.VCC@us.af.mil) at least seven (7) days in advance for processing through AFOSI .

From Date (Start date of visit/contract, etc…) To Date (End date of visit/contract, etc…) From Time (Start time of visit or if continual access, start time each day) To Time (End time of visit or if continual access, end time each day) Days of Week (Days of week entry is required - If visiting select day(s) visit will take place, if continual access is required – actual days of work required to be present)

Block 9 Location (Check which location(s) in the JBLE area you are requesting your guests access to – Must be a valid need to enter these locations. Contractor/Vendors must provide contract number stating access locations are required).

JBLE Form 1, April 2023 Page 1 of 3

1. TITLE 2. NAME (Last, First, MI) 3. DUTY PHONE 4. ALTERNATE PHONE NUMBER 5. DOD ID

6. ORGANIZATION/HOME ADDRESS 7. EMAIL ADDRESS

II. ACCESS DETAILS

8. CATEGORY OF ACCESS 9. LOCATION 10. TIME PERIOD

Duty Days (Mon-Fri)

Weekends

Time Both (Sun-Sat)

Duty Hours (0800-1800)

After Hours (1800-0800)

Contractor

Vendor

Visitor, Long Term

Visitor/Volunteer

Foreign National

Other (Specify)

24-hours

11. REASON FOR ACCESS (Provide the specific reason access is being requested including contract work location.)

12. CONTRACTOR/SUBCONTRACTOR COMPANY OR SPECIAL EVENT NAME

13a. SPONSOR'S NAME, RANK, TITLE AND OFFICE SYMBOL 13b. SIGNATURE 13c. DATE

III. VISITOR CENTER USE ONLY

14a. DATE RECEIVED 14c. SEARCH PARAMETERS 14d. APPROVAL AND POSTING 14e. EAL Posted at:

NCIC Approved

14b. DATE VETTED VCIN Denied

AFJIS

15a. VERIFIED BY NAME, RANK, TITLE AND OFFICE SYMBOL 15b. SIGNATURE 15c. DATE

IV. Foreign Disclosure Office (FDO) and AFOSI use only 16a. CASE NAME 16b. VETTED DATE 16c. APPROVAL

Approved Denied

Both

From (date):

Thru (date):

UNESCORTED ACCESS REQUEST

I. SPONSOR INFORMATION

Langley AFB

Fort Eustis

JBLE Form 1, April 2023 Page 2 of 3

17c. DATE17b. SIGNATURE17a. VERIFIED BY NAME, RANK, TITLE AND OFFICE SYMBOL

VCC

Main Gate

Other (specify

V. GUEST INFORMATION

16. Enter information for all persons 18 years of age or older.

Name (Last, First MI) DOB Country of

Birth ID Type ID Number Country of

Issue State of Issue VCC Use Only

UNESCORTED ACCESS REQUEST

JBLE Form 1, April 2023 Page 3 of 3