Statement of Work.pdf

Statement of Work Construct Guard Rail

Pease AFB

24 MAR 26

Part 1: Scope:

Part 1 of the Statement of Work (SOW) defines the project-specific scope and technical requirements for the installation of new passive security barriers at Pease Air Force Base.

1.0 Scope of Work

This SOW governs the performance of work associated with the installation of a Modified.Midwest.Guardrail.System.FS30 P1 Rated passive guardrail barrier located at Pease AFB. The work shall adhere to all applicable DoD and Air Force security standards to enhance the force protection posture of the installation.

2.0 Background

In accordance with DoD and U.S. Air Force directives, Pease AFB is implementing additional physical security measures to enhance its anti-terrorism and force protection capabilities. This project is mandated by the principles outlined in UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, which requires robust perimeter security to protect personnel and critical assets. The installation of rated vehicle barriers at key access points is a fundamental component of a defense-in-depth strategy, designed to prevent unauthorized vehicle access and mitigate potential vehicle-borne threats, as further detailed in UFC 4-022-01, Security Engineering: Entry Control Facilities/Access Control Points.

3.0 Existing Site Conditions

The guard rails will be installed along the primary roadways leading into the main post area of Pease AFB. The installation must integrate with the existing infrastructure while providing a clean, professional, and aesthetic appearance suitable for a main entry point. The immediate area consists of grass and topsoil adjacent to the main road and associated walkways. Critical subsurface infrastructure, including utilities, is annotated on the attached drawings; however, Pease AFB was established many years ago, and it must be assumed that numerous unmapped or abandoned below-grade utilities may exist. The Contractor shall be solely responsible for conducting all necessary inspections, including ground-penetrating radar (GPR) and other subsurface utility engineering (SUE) methods, to locate and verify all utilities prior to any excavation.

4.0 Project Overview

This project requires the installation of a new FS30 P1-rated galvanized guardrail system along Robertson Avenue and the entrance to Building (B) 255. The Contractor shall install approximately 900 total linear feet (LF) of guardrail across six (6) designated sections, ensuring all post installations are deconflicted with existing underground utilities to prevent intrusion or damage. The sections are defined as follows:

• Section 1: Approximately 75 LF, beginning at the inbound main gate and terminating at the sidewalk.

• Section 2: Approximately 330 LF, beginning at the sidewalk adjacent to Section 1 and terminating at the entrance of B-100.

• Section 3: Approximately 180 LF, beginning at the Active Vehicle Barrier (AVB) and terminating south entrance to B-255.

• Section 4: Approximately 135 LF, beginning at the entrance to B-255 and terminating at the sidewalk.

• Section 5: Approximately 65 LF, beginning at the sidewalk adjacent to Section 5 and terminating at the outbound gate.

Operational Requirements :

• Acces s Openings : All breaks in the guardrail s ys tem s hall include 6-foot (6') openings to accommodate s now removal and grounds maintenance operations .

5.0 Detailed Description of Work

The Contractor shall furnish all management, labor, materials, equipment, and supervision required to complete the work as described herein. For each task, the work shall conform to the referenced Unified Facilities Guide Specifications (UFGS) section, which defines the minimum standard for materials, quality, and workmanship. The overall system must be certified to meet ASTM.F8❷❶❷‗7❶.FS96.P7.standards. See MSDDCEA Modified Midwest Guardrail System drawings and specifications 12/18/2018

• Task 1: Pre-Construction Submittals

• Description: The Contractor shall prepare and submit all required technical data for the FS30 P1 rated barrier system. Submittals shall include, but are not limited to, manufacturer's certification of ASTM F2656 FS30 P1 compliance, material specifications, galvanized product data, concrete mix design, and site-specific shop drawings for Government review and approval prior to the procurement or delivery of any materials.

• Governing Standard: All work shall conform to UFGS Section 34 71 13, Vehicle Barriers.

• Task 2: Site Preparation & Excavation

• Description: The Contractor shall perform a pre-inspection of the work area, confirm all utility locates have been completed, and excavate for the barrier foundations. The layout and excavation dimensions must be available for Government inspection and verification against the approved shop drawings prior to placing any materials.

• Governing Standard: All work shall conform to UFGS Section 34 71 13, Vehicle Barriers, and the approved shop drawings.

• Task 3: Foundation & Barrier Construction

• Description: The Contractor shall install the reinforcing steel (rebar) cage and place the footings/posts as per the approved submittals. The Government shall have the opportunity to inspect the rebar placement for correct size, spacing, and clearance prior to the concrete pour. The Contractor shall coordinate with the Government to witness the concrete pour to verify compliance with the approved mix design.

• Governing Standard: All work shall conform to UFGS Section 34 71 13, Vehicle Barriers, and approved manufacturer installation requirements.

• Task 4: Finishing and Site Restoration

• Description: The Contractor shall install all remaining guard rail components and inspect the final galvanization for uniform coverage and quality to match security fencing on site. All areas disturbed by construction shall be backfilled, compacted, and graded to ensure proper drainage. The site will be restored to a condition equal to or better than its original state for Government inspection.

• Governing Standard: All work shall conform to:

• Military Surface Deployment and Distribution Command Transportation Engineering Agency

• MSDDCEA Modified Midwest Guardrail System drawings and specifications 12/18/2018

• UFC 4-022-01 Entry Control Facilities / Access Control Points

• UFGS Section 34 71 13.16, Vehicle Barriers

• DoD Anti-Ram Vehicle Barrier List

• DAFI 31-101: Integrated Defense

• Task 5: Project Closeout & Final Deliverables

• Description: The Contractor shall prepare and submit a complete set of "As-Built" drawings that accurately document the final installed conditions of the guard rail system. The contractor will also provide all required manufacturer and contractor warranty documentation for Government acceptance.

• Governing Standard: All deliverables shall conform to the project's contractual requirements.

6.0 Special Project Requirements

• Staging Area: The Government will provide the Contractor with a designated staging location within the installation perimeter for the storage of materials and equipment. The exact location will be identified and agreed upon during the pre-construction meeting.

• Traffic Control: The main road adjacent to the worksite shall not be blocked at any time during normal operating hours. Any work requiring a temporary road closure must be coordinated with the Contracting Officer's Representative (COR) at least seven (7) calendar days in advance to allow for traffic patterns to be adjusted accordingly. Failure by the Contractor to provide the required seven-day notice may result in non-excusable delays to the project schedule.

Part 2: Division 01 Supplement & Administrative Requirements

This part of the SOW supplements the standard Division 01 General Requirements and details the overarching project-specific administrative, procedural, and management standards.

7.0 Governing Standards and Precedence

7.1 Unified Facilities Criteria (UFC) and Guide Specifications (UFGS) The UFC and UFGS serve as the mandatory framework for this project. All work performed shall comply with the latest versions of applicable UFC documents and the specific UFGS sections referenced in Part 1 of this SOW.

7.1The contractor shall comply with all applicable Federal, State, Local, DOD, National Guard Bureau, Army and Air Force regulations pertaining to safety, traffic control and fire prevention.

7.2 Order of Precedence

The Contractor is responsible for identifying and immediately reporting any conflicts, ambiguities, or discrepancies within the contract documents. Upon discovery, the Contractor shall submit a formal Request for Information (RFI) to the Contracting Officer for resolution. The Contractor shall not proceed with the affected work until receiving written direction from the Contracting Officer.

8.0 Administration and Communication

8.1 Key Government Personnel

• Contracting Officer (CO): [Mr. Matthew Lapointe matthew.r.lapointe.civ@army.mil 603-227-1445]

• Contracting Officer's Representative (COR): SMSgt Robert Wolfgram

• Alternate COR: 2d Lt Lance Whitehill

8.2 Project Management Software

The Contractor shall utilize the Government-approved, web-based project management software platform as the official and sole tool for managing all contract administration documentation, including RFIs, submittals, and formal correspondence.

9.0 Site Operations and Constraints

9.1 Site Access and Work Hours

• Normal project work hours are defined as 0600-1530, Monday through Friday.

• Work outside of these hours or on Federal holidays requires written approval from the COR submitted at least 72 hours in advance.

• The site will be closed, and no work is permitted, on all Federal holidays or Drill weekend.

9.2 Security and Badging

• The contractor shall apply for base access to obtain proper badging and credentialling to work on PEASE ANGB. This requires the contractor provide a Contractor Entry Pass Application, a contractor vetting form (for every individual and subcontractor), and supporting document to include a Real ID, or Passport, or state issued ID and Birth Certificate and SSN Card. The contractor shall provide these items within 10 days of contract award and prior to mobilization.

• Individuals requiring a Government escort shall coordinate through the COR.

9.3 Site Logistics and Laydown Area

mailto:matthew.r.lapointe.civ@army.mil

• Contractor parking, material storage, and office trailer locations are restricted to the areas designated in Attachment [X] - Site Logistics Map.

• The Contractor is responsible for maintaining the security and housekeeping of these designated areas.

9.4 Available Utilities

• Government-provided electricity utilities are available for contractor use at no cost at connection points designated by the COR.

9.5 Hazardous Materials

• No hazardous material survey is available. The Contractor shall be responsible for all testing, handling, and disposal of regulated materials encountered during the work.10.0 Scheduling and Reporting

10.1 Construction Progress Schedule

• A Preliminary Schedule shall be submitted within seven (7) days of the Notice to Proceed.

• A detailed Baseline Schedule must be submitted within thirty (30) days of the Notice to Proceed.

• Schedule Updates reflecting actual progress shall be submitted with each invoice and prior to each progress meeting.

10.2 Schedule of Values

A detailed Schedule of Values shall be submitted for approval within twenty (20) days of the Notice to Proceed.

10.3 Reports

The Contractor shall prepare and submit the following reports via the Project Management Software: Daily Construction Reports, Bi-Weekly Progress Reports, and Field Condition Reports.

11.0 Submittal Procedures

11.1 Submittal Numbering

All submittals shall be numbered using the corresponding UFGS section number referenced in Part 1, followed by a sequential two-digit identifier (e.g., 099100-01).

11.2 Submittal Register

Concurrently with the Baseline Schedule, the Contractor shall submit a comprehensive Submittal Register listing all anticipated submittals, numbered correctly, with planned dates for submission and review.

12.0 Project Closeout

12.1 Closeout Submittals

Prior to requesting final inspection, the Contractor shall submit all required closeout documentation, including but not limited to: Operation & Maintenance (O&M) Data, Warranties, Record Drawings ("As-Builts"), and the Final Release of Claims.

Referenced Paragraph

Name of the Submittal Timeframe

Task 1 Technical Data Package (manufacturer's certification, material specs, galvanization data, concrete mix design, shop drawings)

Prior to procurement or delivery of any materials

Task 5 / 12.1 "As-Built" / Record Drawings Prior to requesting final inspection

Task 5 / 12.1 Manufacturer and Contractor Warranty Documentation Prior to requesting final inspection

7.2 Request for Information (RFI) Upon discovery of any conflicts, ambiguities, or discrepancies

9.2 Base Access & Badging Application (Entry Pass Application, vetting form, supporting ID documents)

Within 10 days of contract award and prior to mobilization

10.1 Preliminary Schedule Within seven (7) days of the Notice to Proceed

10.1 Baseline Schedule Within thirty (30) days of the Notice to Proceed

10.1 Schedule Updates With each invoice and prior to each progress meeting

10.2 Schedule of Values Within twenty (20) days of the Notice to Proceed

10.3 Daily Construction Reports, Bi-Weekly Progress Reports, and Field Condition Reports

Submitted via Project Management Software (daily/bi-weekly)

11.2 Submittal Register Concurrently with the Baseline Schedule submission

12.1 Operation & Maintenance (O&M) Data Prior to requesting final inspection

12.1 Final Release of Claims Prior to requesting final inspection