PERFORMANCE WORK STATEMENT

CONCRETE PAD INSTALLATION

B. EVERETT JORDAN LAKE, MONCURE, NC

1. GENERAL

1.1 SCOPE OF WORK

The work to be performed under this contract consists of the following:

Furnish all labor, materials, and equipment necessary to install a 24’-10” x 34’-4” concrete pad with column foundations for a prefabricated shelter at the B. Everett Jordan Dam Tailrace Park.

(See Exhibits A, B, and C for view of work site and engineer drawings)

The Contractor shall provide all labor, quality control, equipment, fuel, supplies, and transportation necessary for the performance of the concrete pad installation in strict accordance with the specifications and equipment listed herein.

1.2 LOCATION

Work will be performed at the B. Everett Jordan Lake Tailrace Park. The area is owned and managed by the U.S. Army Corps of Engineers, Wilmington District, and is located in the town of Moncure, North Carolina.

B. Everett Jordan Lake Tailrace Address:

2060 Jordan Dam Road Moncure, NC 27559

B. Everett Jordan Lake Visitor Assistance Center Physical Address:

2080 Jordan Dam Road Moncure, NC 27559

1.3 PERIOD OF PERFORMANCE

The contractor shall commence work under this contract within THIRTY (30) days of the issuance of the contract award. All work shall be completed within SEVENTY-FIVE (75) days of the issuance of the contract award. The time stated for completion shall include final cleanup of the premises.

1.4 PRE-BID SITE VISIT

Contractors interested in submitting a bid are strongly encouraged to attend the organized site visit as specified in the solicitation. Individual or unscheduled site visits will not be permitted.

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 subcontractors 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 subcontractor.

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 as a 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 Performance Work Statement (PWS).

g. 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.

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

i. 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.

j. 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 Occupational Health Requirements, 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.

This contract requires a Level 2 Site Safety and Health Officer (SSHO). A Level 2 SSHO is a designated employee with collateral duty Safety and Occupational Health responsibility. Level 2 SSHOs must receive OSHA 30-Hr general industry or construction safety training and must have at least three years of cumulative safety management experience within the last 10 years. See paragraph 2-3.b(2) of EM 385-1-1 for all requirements.

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 any 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 subcontractors. Monthly Exposure Hours shall be submitted using the Monthly Exposure Hour Report Form.

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

a. Use high visibility safety apparel when working on or near roadways, or near heavy equipment.

High visibility apparel shall comply with ANSI/ISEA 107, Class 2 requirements. (5-8.f)

b. The minimum clothing worn shall be short sleeve shirts and long pants (excessive length and poor fit are prohibited) and protective footwear meeting ASTM F2413 standards. (37-8.d)

c. When using equipment, use eye/face/hearing protection devices. (Chapter 5) 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

d. All eye and face protection equipment shall meet the requirements of ANSI Z87.1 and bear a legible and permanent “Z87” logo to indicate compliance with the standard. (5-8.c)

e. 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.

f. 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. (18-8.c)

g. No person shall be required or instructed to work in surroundings or under conditions that are unsafe or dangerous to his or her health.

h. The employer shall be responsible for maintaining a safety program that complies with all Federal and State safety standards and the requirements specified herein.

1.6.1 ACCIDENT PREVENTION PROGRAM

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 COR and the review will be completed within 10 days after submission. Acceptance of this plan shall be obtained before starting work. Written Programs that may be required as part of the Accident Prevention Plan.

1. Exposure Control Plan

2. Hearing Conservation Program (if hazardous noise is expected to occur)

3. Hazard Communication Plan

4. Thermal Stress Management Plan

5. Assured Equipment Grounding Conductor Program (not required if GFCI is utilized)

6. Standard Lift Plan (if load handling equipment is utilized)

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 subcontractors.

Contractors shall be responsible for informing their subcontractors 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 subcontractor operations to ensure that accident prevention responsibilities are being carried out.

(See Appendix A for ENG Form 6293, Aug 2024, Accident Prevention Plan Worksheet, ENG Form 6282, Aug 2024, Site Safety and Health Officer (SSHO) Designation Letter, and ENG 6206, Sep 2024, Activity Hazard Analysis)

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.

1.6.3 EQUIPMENT SAFETY

All equipment or materials found not to be in compliance with the requirements of EM 385-1-1 shall be removed from Government property immediately.

1.6.4 WORK REQUIREMENTS

The Contractor must comply with all current OSHA regulations and requirements contained in EM 385- 1-1 US Army Corps of Engineers Safety and Occupational Health Manual. Materials shall be installed in accordance with the manufacturer’s specifications, details, and workmanship requirements. The work site is within a public recreation facility that will remain open through the duration of work, so the Contractor shall take all necessary precautions to ensure the safety of the visiting public and government personnel:

Access Control

• The Contractor shall install temporary, high-visibility safety fencing around the entire perimeter of the work site. The fencing must be a minimum of 4 feet high and be secured to prevent unauthorized access by the public.

• Clear and prominent warning signage shall be posted at all entrances and along perimeter of worksite.

• The contractor shall establish and clearly mark a single point of entry and exit for all construction personnel and equipment to control access to the work area.

Public Hazard Mitigation

• All excavations shall be securely covered or barricaded at the end of each workday and during any periods when work is not actively being performed.

• All construction materials, tools, and equipment shall be stored neatly and safely within the fenced work area. No materials or equipment shall be left on public pathways or in recreational areas.

• The Contractor is responsible for ensuring that no work-related activities create trip hazards for the public on adjacent walkways. Any damage to walkways must be immediately barricaded and repaired as outlined in Section 1.9 – Damage Responsibility.

Equipment Operation

• All Contractor vehicles and equipment shall follow posted speed limits and shall yield to pedestrians.

• The Contractor shall use a spotter for any heavy equipment movement near public access areas to ensure the safety of pedestrians and other park users.

1.7 NORMAL WORKING HOURS

Work shall be conducted between the hours of 7:00 am – 4:30 pm ET, Monday – Friday, except when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. No work shall take place on the following Federal Holidays within the Period of Performance:

New Year's Day (January 1st) Martin Luther King Day (3rd Monday in January) President's Day (3rd Monday in February) Memorial Day (Last Monday in May) Juneteenth (June 19th) Independence Day (July 4th) Labor Day (1st Monday in September) Columbus Day (2nd Monday in October) Veterans Day (November 11th)

Thanksgiving Day (4th Thursday in November) Christmas Day (December 25th)

1.8 CERTIFICATIONS, PERMITS AND LICENSES

The Contractor shall obtain, at own expense, any required licenses, permits or certifications necessary to perform the specified services. Required licenses, permits and certifications shall be kept current during the period the work is performed. The Contractor is also responsible for any and all costs associated with the training of Contractor personnel to acquire and maintain valid licenses, permits or certifications necessary to perform the contract services specified herein. The Contractor, Contractor personnel and any persons acting on behalf of the Contractor shall comply with all applicable Federal, State and local laws and regulations.

1.9 DAMAGE RESPONSIBILITY

The Contractor shall be responsible for any damage to Government property, facilities, structures or landscape features occurring as a result of this operation. 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 work days (less weekends and holidays).

1.10 COMMENCEMENT OF WORK

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.

1.11 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.

2. DESCRIPTION OF THE WORK

Furnish all labor, materials, and equipment necessary to install a 24’-10” x 34’-4” concrete pad with column foundations for a prefabricated shelter at the B. Everett Jordan Dam Tailrace Park.

See Exhibit A for map of area. Site will be marked prior to start of work.

Site Preparation & Earthwork

a. Excavation

• The site is a former construction staging area with soil consisting of heavily compacted mineral and rocky fill. The contractor shall utilize appropriate excavation equipment to remove all organic and inorganic material from the proposed slab area.

• Excavated material shall be removed and disposed of offsite at an approved facility.

• The contractor is highly encouraged to use excavation/ground protection matting to protect the existing turf in the park facility. If any damage occurs to property, it will be repaired by the contractor at the contractor’s expense as described in Section 1.9

– Damage Responsibility.

• Excavated area shall be compacted to 95% Proctor density with a heavy mechanical plate compactor prior to subbase installation.

b. Subbase

• The slab area shall be prepared by excavating 12” to ensure a minimum 8” subbase of washed No. 57 stone.

• Heavy duty 8 oz non-woven geotextile fabric/vapor barrier meeting ASTM E1745 shall be installed per manufacturer’s recommendations.

• Washed No. 57 stone shall be installed in 3-4” layers and compacted using a heavy mechanical plate compactor and compacted to 95% Proctor density.

• All excavation, gravel subbase installation, and compaction shall be scheduled and executed back-to-back in a continuous operation to prevent open excavations from being exposed to rain or weather.

Erosion, Sediment, & Environmental Practices

a. Sediment barriers

• Silt fences or wattles shall be installed around the downslope/downstream perimeter of the work area prior to site work.

• The contractor shall inspect barriers daily and after significant rainfall events to ensure their integrity. Any damaged barriers shall be repaired immediately.

b. Concrete Washout Area

• The Contractor shall select a COR-approved location as a washout area.

• The Contractor shall provide and utilize a temporary, leak-proof concrete washout container (e.g., a commercial washout bag, rigid plastic tub, or heavy-duty plastic-lined berm) sized to accommodate chute-washing for all transit mixer deliveries associated with the pad.

• All concrete truck chutes, wheelbarrows, and tools must be washed exclusively into the designated washout container. Discharging concrete washwater or slurry onto the soil, pavement, or storm drain is strictly prohibited.

• The Contractor shall allow the collected washwater to evaporate and solidify on-site. Once the material has completely hardened, the Contractor shall remove and transport all concrete residue, slurry solids, and disposable container materials off-site for proper disposal or recycling at an authorized waste facility in accordance with local environmental regulations.

c. Debris and Waste Management

• The contractor shall manage, contain, and properly dispose of all construction debris, including concrete waste, packaging, and general trash.

d. Environmental Compliance

• The contractor is responsible for identifying and complying with all applicable local, state, and federal environmental regulations and permitting requirements.

Column Foundations (Footings)

a. Concrete

• The utilized concrete for column foundations shall be 3000 psi at 28 days.

• All concrete work shall be done in accordance with latest ACI code and in accordance with the provided Engineer Drawings (Exhibit C).

b. Dimensions

• The contractor shall excavate and form four (4) circular column foundations measuring 3’-0” in diameter and 4’-0” in depth from the top of the slab to the bottom of the base.

c. Reinforcement

• Twelve (12) #5 vertical rebars per footing shall be installed.

• #3 horizontal ties at 10” O.C. maximum spacing with three (3) #3 ties in the upper 5” of the footing shall be installed.

• The contractor shall ensure a 3” clear cover on sides and bottom of footings.

Electrical Conduit

a. Routing & Placement

• The contractor shall install a 1” Schedule 40 PVC electrical conduit running underground beneath the concrete pad.

• Conduit shall enter from 1’ beyond the exterior perimeter of slab, run through the compacted subbase layer, and emerge from pad adjacent to column base.

Placement will be at COR’s discretion.

b. Execution

• A sweeping 90-degree elbow with minimum 12” radius shall be used to transition from horizontal under-slab routing to vertical stub-up.

• Stub-up shall emerge 7”-7.5” from center of column footing as shown in Exhibit B.

• Conduit shall extend a minimum of 6” above the finished slab level.

• Both ends of conduit shall be sealed with temporary plastic caps.

Concrete Slab

a. Concrete

• The utilized concrete for slab shall be 3500 psi at 28 days, air-entrained. All concrete work shall be done in accordance with latest ACI code and in accordance with the provided Engineer Drawings (Exhibit C).

• The Contractor shall coordinate the scheduling and delivery of all specified concrete mixes for footings and slabs to ensure the slab placement occurs within an appropriate timeframe following footing placement, allowing for proper bonding and preventing the formation of cold joints.

b. Dimensions

• Concrete slab shall be poured to dimensions of 24’-10” x 34’-4” with a standard thickness of 4”.

• Top of slab shall sit between 0” - 1” above natural grade.

c. Thickened Edge

• A thickened slab edge shall be constructed around the perimeter measuring a minimum of 8” deep by 8” wide. The thickened edge shall be reinforced with two (2)

#4 continuous rebars with lap splices no less than 24”.

• Concrete reinforcing steel must be Grade 60 deformed bars.

d. Slab Reinforcement

• Slab shall be reinforced with 6”x6”-w1.4 welded wire fabric/mesh at mid-depth with lap splices at 8”.

Finishing, Joints, and Anchors

a. Drainage and Finish

• Concrete slab shall be sloped for drainage from center to edge and away from columns. Surface is to be lightly broomed or have a wood troweled finish.

b. Control Joints

• Crack control joints shall be 3/16” wide x 1” deep at 8’ to 12’ o.c.

c. Anchorage

• Properly graded anchor bolts shall be provided by the Government and installed by the Contractor as detailed in the Engineer Drawings (Exhibit C).

4. Inspection (Quality Assurance):

Quality Assurance. The Government will monitor the Contractor's performance in each functional area under this contract and reserves the rights to use whatever additional surveillance procedures are deemed appropriate. If the Contractor fails to perform according to the performance standards, a Notification of Contract Deficiency-Service Contract will be issued by the COR.

The Contractor’s work is subject to the inspection of the COR, or his appointed Quality Assurance (QA) Inspectors, at any time during the tenure of the Contract.

• The COR or inspectors designated by the COR will make a thorough inspection of the

Contractor’s completed work to verify that all terms of this Contract have been satisfied.

• Any services rendered not meeting acceptable standards will be remedied to the satisfaction of the inspector prior to payment.

5. Correction of Work:

The COR will require correction of any work that fails to satisfy the terms of this agreement due to careless or incompetent performance by the Contractor or his employees.

The Contractor shall be responsible for all costs associated with the correction of unsatisfactory work including: all materials, salaries, transportation, supervision, and any other costs associated therewith.

6. Invoicing and Payment:

6.1 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:

Elaine.G.Wittry@usace.army.mil OR via mail to U.S. Army Corps of Engineers, B. Everett Jordan Lake, Attn: E. Wittry, 2080 Jordan Dam Road, Moncure, NC 27559

6.2 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)

7. Antiterrorism/Operations Security:

The Contractor shall adhere to the following conditions:

1. 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.

2. 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 procedures of the

RA.

3. 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.

4. 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.

https://www.e-verify.gov/

Exhibit A

Slab Site Area

Access View from Parking Lot

Exhibit B

Electric Conduit Placement Relative to Column Footing

Exhibit C

6.2 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 Contrac...