A2- BEJ_Compound_Roofs_ SOW (18 Aug 2025) .pdf

STATEMENT OF WORK

MAINTENANCE COMPOUND ROOF REPLACEMENTS

U.S. ARMY CORPS OF ENGINEERS

B. EVERETT JORDAN DAM AND LAKE

2080 JORDAN DAM ROAD

MONCURE, NC 27559

1. GENERAL

1.1 SCOPE OF WORK

The project consists of the following work on two maintenance buildings adjacent to the B. Everett Jordan Lake Visitor Assistance Center:

BID ITEM 1 - Removal of the existing corrugated metal roof on an eighty foot (80’) x thirty-two foot (32’) metal building (Compound Building #1), removal of existing insulation, installation of a filled cavity roof insulation system, and installation of a new twenty-four (24) gauge PBR panel roof and associated components

OPTIONAL ITEM 1 - Removal of the existing corrugated metal roof on a ninety-nine foot (99)’ x thirty-two foot (32’) metal building (Compound Building #2) and installation of a new twenty-four

(24) gauge PBR panel roof and associated components

(See Exhibit A for aerial view of work site)

The Contractor will provide all labor, quality control, supervision, transportation, equipment, fuel, and tools required to complete the roof and insulation installation in accordance with the specifications listed herein.

1.2 LOCATION

Work associated with this contract will be performed at a Maintenance Compound adjacent to the Visitor Assistance Center at B. Everett Jordan Dam. The area is owned and managed by the U.S. Army Corps of Engineers, Wilmington District, and is in the town of Moncure, North Carolina.

B. Everett Jordan Lake Visitor Assistance Center Physical Address:

2080 Jordan Dam Road Moncure, NC 27559

1.3 EXISTING SITE CONDITIONS

The two metal compound buildings serve as the workshop and garage for dam operations. Compound Building #1 is partially climate-controlled and has rolled insulation between the metal roof sheets and purlins. Compound Building #2 is not insulated and metal roof sheets are installed directly to the purlins.

Both roofs have a 2:12 pitch. The existing roof sheets and insulation are likely original and estimated to be approximately 55 years old.

(See Exhibit B for site photos)

1.4 PERIOD OF PERFORMANCE

The Contractor shall commence work under this contract within SIXTY (60) days of the issuance of the contract award. All work shall be completed within ONE HUNDRED TWENTY (120) days of the issuance of the contract award.

1.5 DEFINITIONS

As used throughout this description / specification, the following terms will have the meaning set forth below:

A. CONTRACTOR - The “Contractor” is the individual whose bid was accepted by the U.S. Army Corps of Engineers and who has gained the responsibility of performing the duties governed by the specifications of this contract. The Contractor shall be responsible for ensuring that all Sub- Contractors comply with the provisions of this contract.

B. SUB-CONTRACTOR – One that enters into a contract with a prime Contractor. The Government does not have privity of contract with the Sub-Contractor.

C. CONTRACTOR REPRESENTATIVE - A foreman or superintendent, assigned to represent the interests of the Contractor with regards to all matters involving the contract. The individual will be able to speak and understand English fluently.

D. CONTRACTING OFFICER (CO/KO) - The term “Contracting Officer” means the person executing this contract on behalf of the Government, and any other officer of civilian employee who is properly designated Contracting Officer, and the term includes, except as otherwise provided in this contract, the authorized representative of a Contracting Officer acting within the limits of their authority.

E. CONTRACTING OFFICER’S REPRESENTATIVE (COR) - An individual designated in writing by the

Contracting Officer, responsible for inspecting the Contractor’s work, notifying the Contractor of deficiencies observed, and directing appropriate action to correct deficiencies. The COR performs acceptance for the Government of services performed under this contract.

F. DEFICIENCY / DEFECTIVE SERVICE - A service output that does not meet the standard of performance associated with the Scope of Work (SOW).

G. KEY PERSONNEL AND/OR SUB-CONTRACTOR – Contractor or Sub-Contractor personnel that are submitted as part of the Contractor’s RFQ’s quote submission, evaluated as part of the Contractor’s quote during pre-award evaluation and review process shall be required to be used during the entire performance period of all services as contained in the SOW. Any changes to key personnel or Sub-Contractors identified by a prime Contractor’s technical proposal shall be approved by the Government in writing.

H. QUALITY CONTROL - The term “Quality Control” refers to action taken by the Contractor and/or their personnel to document, inspect, and control performance of services to insure they meet the specifications and requirements of this contract.

I. QUALITY CONTROL PLAN (QC) - An organized written document specifying the surveillance methodology to be used for surveillance of Contractor performance.

J. QUALITY ASSURANCE - The term “Quality Assurance” refers to action taken by the Government to ensure the Contractor’s quality control system is functioning and effective and that the Contractor is providing services which are in accordance with the contract.

K. PERFORMANCE REQUIREMENTS SUMMARY (PRS) – Contains the Contractor service requirements and are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

1.6 SAFETY

All equipment used and work performed shall be in accordance with safety requirements set forth in the U.S. Army Corps of Engineers Manual EM 385-1-1 entitled Safety and Health Requirements Manual, current edition, which is available by downloading from:

https://www.publications.usace.army.mil/Portals/76/EM%20385-1- 1%20_EFFECTIVE%2015March2024.pdf

All Contractor operations shall be in compliance with this manual, and all other applicable federal and state laws. Corps inspectors have the authority to stop work due to safety violations.

Safety meetings shall be held daily at the beginning of each shift to discuss the day’s activities, review the AHA for the activities, and discuss and safety issues from the previous day’s work. The safety meeting shall be documented on SAW Form 4 (to be provided post award) and provided to the COR every Monday morning. The COR shall be a part of the safety meeting either in person or by phone.

The Contractor performing a definable feature of work (DFOW) necessary for completion of the contract shall prepare and submit an AHA for each DFOW for review and acceptance by the Contracting Officer or their Designated Representative. The AHA is a documented risk management process by which the steps required to accomplish a work activity/task are outlined and the actual/potential hazards and controls are identified. Each work activity/task shall include a Risk Assessment Code (RAC). ENG Form 6206 may be utilized for the AHA. Similar tools are Job Hazard Analysis (JHA) and Job Safety Analysis (JSA). Review of AHAs will be conducted by the COR/CDSO and the Safety Office and may be submitted as part of the

APP.

The Contractor shall submit a Monthly Exposure Report by the fifth (5th) of the month for the previous month. The report is a compilation of employee-hours worked each month for all site workers, both prime Contractors and Sub-Contractors.

The following reference paragraphs from the safety manual are applicable to this contract, but may not be all-inclusive:

1. Hard hats complying with ANSI Z89.1 and high visibility apparel complying with ANSI/ISEA 107, https://www.publications.usace.army.mil/Portals/76/EM%20385-1-1%20_EFFECTIVE%2015March2024.pdf https://www.publications.usace.army.mil/Portals/76/EM%20385-1-1%20_EFFECTIVE%2015March2024.pdf

Class 2 requirements shall be worn by all workers on the job site.

2. Employees must wear clothing suitable for the weather and work conditions. For fieldwork, at a minimum, this is:

(a) Short sleeve shirt

(b) Long pants (excessively long or baggy pants are prohibited)

(c) Leather or other protective footwear. Open-toed shoes are prohibited. Chapter 5-8.a

3. Use approved safety containers for gasoline. Chapter 14-2.k

4. Every person operating machinery and mechanized equipment, drilling equipment, ATVs, UTVs, or specialty vehicles must be properly trained, qualified by license, certificate, or permit, and designated by the employer in writing to operate such equipment. Chapter 18-3.a

5. All vehicles and equipment trailers shall have working brake lights, turn signal lights, and emergency flashers. Emergency flashers shall be used whenever vehicles and/or equipment trailers are parked on roadways or road shoulders. Chapter 18-8.a-d

6. The employer shall be responsible for maintaining a safety program that complies with all

Federal and State safety standards and the requirements specified herein.

7. This project requires a Level 2 Site Safety and Health Officer (SSHO) with qualifications/training, experience, roles and responsibilities as outlined in Chapter 2 of EM 385-1-1. A Competent Person for Fall Protection shall also be provided with qualifications/training, and experience at outlined in Chapter 21 of EM 385-1-1.

8. This project requires at least two workers on site be certified in first aid and CPR.

1.6.1 ACCIDENT PREVENTION PLAN

Within fifteen (15) calendar days of award, the Contractor shall submit an Accident Prevention Plan (APP) in accordance with Chapter 2, Paragraph 2-7.b of EM 385-1-1, using ENG Form 6293, Accident Prevention Plan Worksheet. APPs will be reviewed by the Safety Office and the review will be completed within 10 days after submission. Acceptance of this plan shall be obtained before starting work. The APP shall include a Site-Specific Fall Protection and Prevention Plan in accordance with Chapter 21 of EM 385-1-1.

The APP shall interface with the Contractor’s overall safety and health program, and the Contractor shall include any portions referenced in the APP in the applicable APP element and made site specific. The Government considers the Prime Contractor to be the “controlling authority” for all work site safety and health of the Sub-Contractors.

The Contractor shall maintain an accurate record of and shall report to the Contracting Officer in the manner and on the forms prescribed by the Contracting Officer, exposure data and all accidents resulting in death, traumatic injury, occupational disease, and damage to property, materials, supplies, and equipment incident to work performed under this contract. All accidents shall be reported within 24 hours of the occurrence. All accidents resulting in death or injury requiring medical attention shall be reported immediately.

Contractors shall be responsible for informing their Sub-Contractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting Sub- Contractor operations to ensure that accident prevention responsibilities are being carried out.

1.6.2 ACCIDENT REPORTING

Initial Accident Notification (IAR)

(1) Notify the Contracting Officer or their Designated Representative as soon as practical, but no more than eight hours after fatalities, in-patient hospitalization, amputation, eye loss or property damage of $600,000 or more. All other accidents require initial notification as soon as possible, but not later than 24 hours. The Contractor is responsible for obtaining appropriate medical and emergency assistance and for notifying fire, law enforcement, and regulatory agencies. These accidents must be investigated in depth to identify all causes and to recommend hazard control measures.

(2) The notification shall include the following: Contractor’s name; Contract title; type of Contract; name of activity, installation, or location where accident occurred; date and time of accident;

names of personnel injured; extent of injury, if known; extent of property damage, if any, and a brief description of the accident (for example, type of construction equipment used, and PPE used. For serious accidents noted above, preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted. The Contractor shall assist and cooperate fully with the Government's investigation of accidents. Initial notification may be by email, telephone or by ENG Form 3394, Mishap Notification and Investigation.

Final Accident Report (FAR)

(1) A FAR shall be submitted to the Contracting Officer or their Designated Representative as soon as practical, but not more than seven days after the accident.

(2) The FAR shall be submitted on ENG Form 3394, Aug 2021, Mishap Notification, and Investigation. The Contracting Officer will provide copies of the form.

(3) Conduct an accident investigation for any load handling equipment accident (including rigging accidents) to establish the root cause(s) of the accident. Do not proceed with crane operations until cause is determined, and corrective actions have been implemented to the satisfaction of the Contracting Officer. The Contractor shall complete the Final Accident Report blocks on the form. The Contracting Officer will provide copies of the form.

Near Misses

Notify the Contracting Officer their Designated Representative as soon as practical but no more than twenty-four hours after a near miss. Complete all applicable parts of ENG Form 3394, Near Miss Report and submit to the Contracting Officer within 7 days of occurrence. The Contracting Officer will provide copies of the form. A near miss is an incident that does not result in personal injury, property damage, or damage to the environment.

1.7 WORK REQUIREMENTS

All work must be performed in accordance with the latest iteration of the North Carolina State Building Codes. The Contractor must comply with all current OSHA regulations and requirements contained in EM 385-1-1 US Army Corps of Engineers Safety and Health Manual. Materials shall be installed in accordance with the manufacturer’s specifications, details, and workmanship requirements. The Contractor shall be responsible for protecting Government property not intended for modification from damage. In instances where contract employees damage Government property and/or equipment, verbal notification shall be made by the next workday. A full written report of the incident and extent of such damage shall be submitted to the COR within 2 workdays (less weekends and holidays).

Any damaged property shall be repaired to its original condition by the Contractor at their own expense.

1.8 NORMAL WORKING HOURS

Normal working hours for the Contractor shall be Monday through Friday (0730-1630) excluding Federal Holidays, unless otherwise specified, or as specifically approved in advance by the COR. No work on site other than specified shall be permitted without specific approval by the COR.

1.9 DAMAGE RESPONSIBILITY

The Contractor shall be responsible for any damage to Government or private property, facilities, structures, or landscape features occurring as a result of their operation. The Contractor shall be required to satisfactorily rectify notices of damage from the public and to protect the Government from claims resulting from damage caused by his activities and make immediate notification to the COR concerning said damage or injury to any person. In instances where contract employees damage government property and/or equipment, verbal notification shall be made by the next workday. A full written report of the incident and extent of such damage shall be submitted to the COR within 2 workdays (less weekends and holidays).

1.10 WARRANTY REQUIREMENTS

The Contractor will be required to provide a 10-year (or greater) workmanship warranty effective from the date of project completion. This warranty will cover repairs due to defects in installation and workmanship, including issues that may arise due to improper installation methods, failure to follow industry standards, or damage caused by contractor error at no cost to the Government.

1.11 COMMENCEMENT OF WORK

After contract Award, the Contractor or their representative shall attend a pre-work meeting prior to commencement of work. The Contractor shall become familiar with the nature and location of the work by inspection of the site; noting the local conditions, security, safety, equipment, and facilities required for the work, and all other factors which may affect the work. Any failure by the Contractor to review all available information concerning these conditions shall not relieve them from the responsibility of successfully performing the work. It shall be the responsibility of the Contractor to describe the contract requirements to subordinate employees and Sub-Contractors.

1.12 CONTRACTOR PERSONNEL

The COR may direct the Contractor to replace any employee(s) that the KO or COR deems incompetent, careless, insubordinate, under the influence of intoxicating drugs, beverages, etc. or whose continued employment is deemed to be contrary to the public interest. The Contractor shall be responsible for the immediate replacement of any employee under the conditions identified above: in addition to any costs associated with the replacement of an unsuitable employee.

The Contractor shall be responsible for ensuring that its’ employees strictly observe the laws of the United States, North Carolina, local counties where work is to be performed, and any other governing bodies which may affect the work to be completed under this contract. Contractors with non-English speaking workers shall have a person(s) fluent in English to be onsite while work is being performed.

1.13 PRE-BID SITE VISIT

A formal site visit will be scheduled by the CO for interested bidders during the solicitation period

2. DESCRIPTION OF THE WORK

2.1 SUBMITTALS

The Contractor shall submit to the COR the following items prior to the commencement of work:

-All manufacturers’ product literature, including methods and materials to be used -The manufacturer’s warranties covering the roof system components and the paint finish

2.2 BID ITEM 1 SPECIFICATIONS – COMPOUND BUILDING #1

2.2.1 EXISTING ROOF AND INSULATION REMOVAL

The Contractor shall remove and dispose of the existing corrugated metal roof, fasteners, ridge vents, gable trim, three existing awning panels and brackets, any other unidentified roof components, and the existing insulation on Compound Building #1. The Contractor shall dispose of all debris/materials in accordance with Federal, State, and local regulations. The Contractor shall inspect and remove debris daily from all ingress/egress areas at the compound building(s).

Note 1: The Contractor shall keep on site the means to quickly cover and protect all areas open to the elements during an unforeseen weather-related event that could cause damage to the building and/or any of its contents during all phases of this contract

2.2.2 INSULATION INSTALLATION

The Contractor shall install a Filled Cavity Insulation System, also known as a Long Tab Banded Insulation System. This system shall be installed in accordance with ASHRAE 90.1-2022 Building Envelope Requirements, Non-Residential Metal Building Roof.

Note: There is a small woodworking shop within the building where drywall is installed onto furring strips along the bottom of the purlins. A banded insulation system will not be feasible in this area, so faced 6” R-19 insulation shall be laid directly onto the drywall. The width of the faced insulation shall match the gap between purlins.

Material Specifications

-Faced fiberglass insulation with extended tabs, supplied in widths to match purlin/rafter spaces and lengths for the areas where the Filled Cavity Insulation System will be installed.

-Faced fiberglass insulation without extended tabs where the insulation will be placed directly onto existing drywall -The facing shall be polypropylene and white in color -The unfaced fiberglass shall be no less than 2” thick and supplied in rolls compatible with roof panel widths -Metal banding shall be supplied in coils and no less than 1” wide -Banding screws shall be .75” self-drilling hex-head screws

Banding Installation

-Banding shall be installed perpendicular to the purlins and cut in lengths that are long enough to run from eave to ridge -Banding shall be installed a maximum of 30” on center and should be installed as tightly as possible to avoid sagging insulation. The distance between each band shall remain consistent so that they run parallel throughout the entire building -Banding should be attached to the bottom of the eave strut and to each purlin with a hex head screw

Filled Cavity Insulation Installation

-The faced insulation shall be installed between and parallel to the purlins, on top of the metal banding, with 6” R-19 insulation to match the height of the purlins -The extended tabs shall be extended over the top of each purlin and oriented such that the tabs from adjacent runs are overlapped to create a continuous vapor barrier. The tabs shall be taped with suitable tape. It is important that the facing tabs not be pulled so tight that they cause the lower edges of the insulation to pull away from the sides of the purlins -At the end walls, the insulation should be peeled back no more than 12” and removed to create an extended tab that can be attached to the rake angle with tape -When encountering bracing components, vent stacks or the air vent, the insulation and facing can be cut to fit around them. The Contractor will only cut enough to accommodate the obstruction, being careful not to cut completely from edge to edge -Once the insulation has been installed around the object, the facing can be sealed from the bottom with a suitable tape to encapsulate the bracing -The faced insulation layer must be installed along the entire width of the roof slop before the unfaced fiberglass and roof sheets can be installed

Unfaced Insulation Installation

-Unroll the unfaced insulation perpendicular to the purlins, ensuring at least 1” of overhang between the edges of adjacent runs -Do not leave any insulation exposed to the elements overnight

Note 1: Filled Cavity/Long Tab Banded Insulation system do NOT act as fall protection

2.2.3 METAL ROOF INSTALLATION

Metal Specifications

Panel Type: ‘PBR’ panel Panel Coverage: 36” Rib Height: 1-1/4” Rib Spacing: 12” on center Finish: Smooth Gauge: 24 ga.

Finish: Kynar 500/Signature 300 – Classic Green

Estimated quantities:

Total square feet of metal panels: 2,700 Linear feet of ridge cap: 80 Linear feet of gable trim: 70 Number of vent pipes: 2

Note 1: There is an existing roof exhaust fan that has been abandoned. The Contractor will be responsible for disposal prior to the installation of the new roof panels

Note 2: Estimated amounts and measurements are an approximate total and not an exact quantity. The Contractor is urged to attend a pre-bid visit to determine exact quantities.

Metal Panel Installation

-All panels, trim accessories, fasteners, and vent pipe boots shall be installed in accordance with and/or approved for use by the manufacturer and shall be tested and approved in accordance with ASTM E -The metal roofing system shall be installed plumb, level, and straight. Panels shall be continuous from the ridge to eaves with no end laps where feasible -The panels should be installed so there’s a minimum of eight (8”) of overhang beyond the edge of the eave strut -The Contractor shall install all required sculptured gable trim, vent pipe boots and ridge caps. All trim accessories shall be the same gauge and finish as the roof panels. All joints (if applicable) must be sealed with NPI caulk or an approved weather tight sealant.

-The Contractor shall provide all flashings, related closures, and accessories necessary for a complete, watertight installation -The Contractor shall exercise proper care during installation to avoid damage or scratching of roofing panels -The Contractor shall field clean the panel surfaces with a broom after all panels have been installed to remove iron shavings and particles

2.3 OPTION ITEM 1 SPECIFICATIONS – COMPOUND BUILDING #2

2.3.1 EXISTING ROOF REMOVAL

The Contractor shall remove and dispose of the existing corrugated metal roof, fasteners, ridge vents, gable trim, and any other unidentified roof components on Compound Building #2. The Contractor shall dispose of all debris/materials in accordance with Federal, State, and local regulations. The Contractor shall inspect and remove debris daily from all ingress/egress areas at the compound building(s).

Note 1: The Contractor shall keep on site the means to quickly cover and protect all areas open to the elements during an unforeseen weather-related event that could cause damage to the building, and or any of its contents during all phases of this contract

2.3.2 METAL ROOF INSTALLATION

Metal Specifications

Panel Type: ‘PBR’ panel Panel Coverage: 36” Rib Height: 1-1/4” Rib Spacing: 12” on center Finish: Smooth Gauge: 24 ga.

Finish: Kynar 500/Signature 300 – Classic Green

Estimated quantities:

Total square feet of metal panels: 3,250 Linear feet of ridge cap: 100 Linear feet of gable trim: 70

Note: Estimated amounts and measurements are an approximate total and not an exact quantity. The Contractor is urged to attend a pre-bid visit to determine exact quantities.

Metal Panel Installation

-All panels, trim accessories, and fasteners shall be installed in accordance with and/or approved for use by the manufacturer and shall be tested and approved in accordance with ASTM E 1592 -The metal roofing system shall be installed plumb, level, and straight. Panels shall be continuous from the ridge to eaves with no end laps where feasible -The panels should be installed so there’s a minimum of eight (8”) of overhang beyond the edge of the eave strut -The Contractor shall install all required sculptured gable trim and ridge caps. All trim accessories shall be the same gauge and finish as the roof panels. All joints (if applicable) must be sealed with NPI caulk or an approved weather tight sealant.

-The Contractor shall provide all flashings, related closures, and accessories necessary for a complete, watertight installation -The Contractor shall exercise proper care during installation to avoid damage or scratching of roofing panels -The Contractor shall field clean the panel surfaces with a broom after all panels have been installed to remove iron shavings and particles

4. INVOICING AND PAYMENT

Payment will be made for the work which is completed to the satisfaction of all terms in this contract.

The Contractor shall submit to the Government an invoice for work completed under this contract to:

Jon.C.Bannerman@usace.army.mil

OR via mail to U.S. Army Corps of Engineers, B. Everett Jordan Lake, Attn: J. Bannerman, PO Box 144, Moncure, NC 27559

Invoices must be submitted upon delivery/completion of the contracted services, the Contractor shall provide a copy of the invoice to the Point of Contact stated above through e-mail (preferred) or United States Postal Service (USPS). The Contractor shall also ensure that the following items are included on the invoice:

• Contract #

• Invoice #

• Company Name (Must Match the Name on the Contract Document)

• Invoiced line item(s) (Must Match the Contract Line Item Numbers / e.g., 0001, 0002, etc.)

• Small Business, Veteran Owned, or 8A (Indicate on invoice, if applicable)

5. ANTITERRORISM/OPERATIONS SECURITY

The Contractor shall adhere to the following conditions:

General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures --this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

Antiterrorism (AT) Level I training: All contract personnel requiring routine access to Army installations, facilities, and controlled access areas, or requiring network access shall complete initial and annual refresher AT Level I awareness training. Online AT Level I awareness training is available at https://jko.jten.mil/ (website subject to change).

Physical security and access control requirements: All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

Escorting in classified and/or sensitive areas: In accordance with applicable regulations, all contract personnel who do not possess the appropriate security clearance or access privileges will be escorted in areas where they may be exposed to classified information or operations, sensitive information or activities, or restricted areas.

Pre-screen candidates using E-Verify Program: Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/ eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

http://www.e-verify.gov/)

Exhibit A

Exhibit B

Exterior of Compound Building #1

Exterior of Compound Building #2

Interior of Compound Building #1 (non-climate controlled section)

Interior of Compound Building #2