PWS Coos Bay Fuel Upgrades.pdf

Performance Work Statement (PWS) for the

Coos By Fuel Upgrades Coos County, Oregon

1 INTRODUCTION

The US Army Corps of Engineers – Portland District has a requirement to solicit non-personal services to include the removal of existing features, the supply, the install and the testing of the new fuel tank and piping as described herein. All work must be in accordance with the details provided in this Performance of Work Statement (PWS) and comply with all local, state, and federal regulations.

2 LOCATION

Coos Bay United States Army Corps of Engineers Dock is located at 1460 N Bayshore Dr, Coos Bay, OR 97420. See Attachment A – Site Location, for location details.

3 PERIOD OF PERFORMANCE

All work under this Contract must be completed within 180 calendar days of award.

4 EXISTING CONDITIONS

The Coos Bay United States Army Corps of Engineers Dock is located on the west side of the Coos Bay, Oregon. The primary use of the dock is for the mooring of small to medium sized vessels for loading and unloading. The dock consists of several components in which improvements have been made over time. The diesel fuel piping system was installed in December 1980, and the used oil storage tank was installed in December 1994. The existing piping system was used for transferring fuel from shore to ship and is no longer able to be utilized due to a failed pipe inspection. The waste oil tank on the shoreline has corroded through which has led to it becoming condemned and no longer in use.

4.1 Attachment List

The attachments listed below are provided:

Attachment A – Site Location Attachment B – Original Manufacturer Model Drawings Attachment C – Trailer Footprint for CB Temporary Facilities Job Attachment D – Site Photos

5 REFERENCES

Comply with applicable federal, state, local, and USACE standards, including:

a. EM-385-1-1 (2024)

b. 29 CFR 1926

c. American Society of Mechanical Engineers (ASME)

d. Occupational Safety and Health Administration (OSHA)

e. Unified Facilities Criteria (UFC)

f. Unified Facilities Guide Specification (UFGS)

6 SCOPE OF WORK

6.1 Task 1 – Provide Above Ground Storage Tank (AST), CLIN 0001

Provide one (1) above ground storage tank in accordance with requirements listed in section 7.1.1. Submit product data prior to procuring materials. Deliver the above ground storage tank to Coos Bay United States Army Corps of Engineers Dock prior to the start of Task 3 onsite work. Payment will be made for the procurement and delivery of the above ground storage tank to Coos Bay United States Army Corps of Engineers Dock. Amount will be measured by job and based on COR inspection and confirmation of delivered materials.

6.2 Task 2 – Provide Piping Systems (Bilge Oil and Used Oil), CLIN 0002 Provide piping systems for approximately 250 feet of bilge oil piping and approximately 275 feet of used oil piping in accordance with requirements listed in section 7.1.2. Submit product data prior to procuring materials. Deliver the piping systems to Coos Bay United States Army Corps of Engineers Dock prior to the start of Task 3 onsite work. Payment will be made for the procurement and delivery of the piping to Coos Bay United States Army Corps of Engineers Dock. Amount will be measured by job and based on COR inspection and confirmation of delivered materials.

6.3 Task 3 – Removal and Disposal of the Existing System and Installation of the New System, CLIN

Provide all pre-work submittals as listed in Section 7 for government review and approval prior to the start of any onsite work. Provide all labor, equipment, materials, including mobilization and demobilization, required to remove and dispose of the existing used oil tank and associated piping and for the installation of the new above ground storage tank and associated piping and testing in accordance with the requirements of the PWS at Coos Bay United States Army Corps of Engineers Dock. Payment will be made for completion of the work and approval of all required submittals. Amount will be measured by job and based on Government inspection of the completion of requirements in PWS Sections 7 and 8.

7 SUBMITTALS

Submit the items specified herein in pdf format via email to the COR for approval. Submittals a. through h.

must be approved prior to on-site work beginning. The Government review period will be 14 calendar days.

a. Product Data: Submit within 45 days of Contract Award

1. Above Ground Storage Tank (AST)

2. Piping Systems (Bilge Oil and Used Oil)

b. Shop Drawings

c. Work Plan

d. Accident Prevention Plan (APP) and Supplemental Plans

1. Standard Lift Plan

2. Activity Hazard Analysis (AHA)

e. Spill Prevention and Response Plan

f. Project Schedule

g. Quality Control Plan (QCP)

h. Hydrostatic/Pneumatic Test Certificates

i. QC Reports: 24 hours after completion of each workday

j. Operations and Maintenance (O&M) Manual

7.1 Products

7.1.1 Above Ground Storage Tank (AST)

Submit product data for the above ground storage tank in accordance with Section 8.2. See attachment D for existing tank photos.

7.1.2 Piping Systems (Bilge Oil and Used Oil)

Submit product data for the piping system that meets the requirements of Section 8.3. See attachment D for existing piping photos.

7.2 Shop Drawings

Submit shop drawings from the manufacturer showing exact dimensions and layout of the AST for Government approval. In addition, submit comprehensive photos of the exterior of the tank. Original manufacturer model drawings are shown in Attachment B. Submit a comprehensive, fully detailed set of Shop Drawings for the auxiliary oil piping network including all fittings, connections, supports, and the tie-ins to the AST.

7.3 Work Plan

Submit a work plan for Government approval. At minimum, include the following:

a. Provide resumes for all Required Personnel listed in Section 9.1.

b. Equipment list that includes make and model of equipment to be used for the work,

c. List of all employees who will be working on site to include prime and subcontractors,

d. Map of area and planned equipment staging and access, See Attachment A for Project Location Map.

The Coos Bay Temporary Facilities (CBTF) contract may be awarded during the period of performance. If awarded, the CBTF contractor will need to work near the approximate placement of the office trailer as shown in Attachment C. The CBTF contract is not anticipated to impact the entrance to the dock.

e. Organization chart including subcontractors, number of workers onsite,

f. References to the QCP, and APP as appropriate. Break down work plans per performance objective tasks.

g. Material storage plan to prevent damage prior to installation.

7.4 Accident Prevention Plan

a. A qualified person must prepare the written site-specific APP. Submit the APP in accordance with the format and requirements of EM 385-1-1, Appendix A, and as supplemented herein. Follow the mandatory ENG Form 6293 (Accident Prevention Plan Worksheet) to ensure all required elements are captured.

https://www.publications.usace.army.mil/LinkClick.aspx?fileticket=LmW_eJDoLpI%3d&tabid=164 38&portalid=76&mid=43543

b. If an item on ENG Form 6293 is not applicable because of the nature of the work to be performed, state this exception and provide a justification.

c. The APP must be job-specific and must address any unusual or unique aspects of the project or activity for which it is written. General corporate-level safety and health programs are not considered job or https://www.publications.usace.army.mil/LinkClick.aspx?fileticket=LmW_eJDoLpI%3d&tabid=16438&portalid=76&mid=43543 https://www.publications.usace.army.mil/LinkClick.aspx?fileticket=LmW_eJDoLpI%3d&tabid=16438&portalid=76&mid=43543 work-site specific. Include required elements listed in the subsections below as part of the APP.

d. On site work cannot proceed without a government-approved APP.

e. Once approved, the APP and appendices will be enforced as part of the Contract. Disregarding the provisions of this Contract or the Government-accepted APP will be cause for stoppage of work, until the matter has been rectified.

f. Once work begins, changes to the APP must be made with the knowledge and concurrence of the COR, Project Superintendent, SSHO, and Quality Control Manager. Should any severe hazard exposure become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard. Notify the COR both verbally and in writing, within 24 hours of discovery. In the interim all necessary action must be taken by the Contractor to restore and maintain safe working conditions in order to safeguard on-site personnel, visitors, the public (as defined by ASSE/SAFE A10.34), and the environment.

g. Copies of the APP must be maintained at the work site. Continuously review and amend the APP, as necessary, throughout the life of the Contract. Incorporate unusual or high-hazard activities not identified in the original APP in the plan as they are discovered.

7.4.1 Standard Lift Plan (SLP)

Plan lifts to avoid situations where the operator cannot maintain safe control of the lift. Prepare a written SLP in accordance with EM 385-1-1, Section 16, A.03, using Form 16-2 for every lift or series of lifts (if duty cycle or routine lifts are being performed). The SLP must be developed, reviewed and accepted by all personnel involved in the lift in conjunction with the associated AHA. Signature on the AHA constitutes acceptance of the plan. Maintain the SLP on the LHE for the current lift(s) being made. Maintain historical SLPs for a minimum of 3 months.

7.4.2 Activity Hazard Analysis

Prepare a Job Safety Analysis, also known as Activity Hazard Analysis (AHA), in accordance with EM-385- 1-1 and submit as part of the Accident Prevention Plan for approval by the COR prior to initiation of the work tasks.

7.5 Spill Prevention and Response Plan

Submit a site-specific spill prevention and response plan for approval by the designated COR prior to initiation of the work tasks. Includes name(s) and qualifications of those responsible for implementing and supervising the containment and cleanup; list of materials and equipment to be immediately available at the job site tailored to cleanup work of the potential hazard(s) identified; methods and procedures to be used for expeditious containment cleanup.

7.6 Project Schedule

Submit a Project Schedule that includes the below activities at a minimum:

a. Order and delivery of items listed in Tasks 1 and 2.

b. Pre-work submittals required for Task 3.

c. Mobilization

d. Target work window

e. Anticipated start and end dates for work under each activity for Task 3.

f. Demobilization

k. Delivery of Operations and Maintenance (O&M) Manual

7.7 Quality Control Plan

Submit the Quality Control Plan (QCP) for Government acceptance. Identify the Quality Control Manager in the plan. On site work cannot begin until the QCP has been accepted. Include procedures for testing per Section 8.5.2. The Contractor, not the Government is responsible for quality control actions necessary to meet the quality standards set forth by the Contract.

7.8 Hydrostatic/Pneumatic Test Certificates

Upon successful completion of system pressure testing, the Contractor shall submit formal Test Certificates for the used oil and bilge oil piping networks and the AST, to the COR for final review and system acceptance. The certificates must provide verifiable, documented proof of mechanical integrity, including the date of testing, ambient temperature logs, calibrated gauge certifications, designated test boundaries, test medium utilized, and the exact start/stop pressures demonstrating the required 1.5x maximum allowable working pressure hold. The Acceptable Quality Level (AQL) requires all certificates to be signed and stamped by the Contractor’s designated Quality Control (QC) Manager and the independent testing inspector, confirming zero pressure drop and zero visible leakage in accordance with ASME B31.3 standards.

7.9 Daily QC Reports

Document work progress with daily QC Reports. Provide CQM reviewed and signed daily operations reports via email in PDF format to the COR, showing daily and cumulative progress. Reports will include personnel onsite, hours worked, area of work, type of work, for the day’s work. Include in reports photographs of daily progress. Submit daily QC reports within 24 hours for Government acceptance.

7.10 Operations and Maintenance (O&M) Manual

Generic manufacturer catalogs or marketing cut-sheets will not be accepted. The O&M Manual must be specifically tailored for the site-specific installation and include, at a minimum, the data outlined below:

a. Final, as installed, P&ID (Piping and Instrumentation Diagram) with valve schedule

b. 550 Gallon AST with manufacturer’s operating instructions, calibration charts, and procedures for testing and resetting the overfill prevention valve and leak detection gauge

c. Coating touch-up and repair procedures

d. Emergency spill isolation steps and troubleshooting procedures

e. Copies of all hydrostatic/pneumatic test certificates

8 TECHNICAL REQUIREMENTS

8.1 Contractor Required Personnel

The Contractor Quality Control Manager and Site Safety Health Officer may be the same individual. If any qualification requirements conflict, the most stringent requirement applies. The superintendent cannot also be the Quality control Manager.

8.1.1 Site Safety and Health Officer (SSHO)

The SSHO must meet the requirements of EM 385-1-1 chapter 2 and ensure that the requirements of 29 CFR

1926.16 are met for the project. Provide a Safety oversight team that includes a minimum of one (1) person at the project site to function as the Site Safety and Health Officer (SSHO). The SSHO or an equally qualified Designated Representative/alternate must be at the work site at all times to implement and administer the Contractor's safety program and Government-accepted Accident Prevention Plan. The SSHO's training, experience, and qualifications must be as required by EM 385-1-1 paragraph 2-2.x.(3), entitled Level 1

SSHO.

Provide a Competent Person on-site at all times when the work that presents the hazards associated with their professional expertise is being performed for all of the hazards identified in the Contractor's Safety and Health Program in accordance with the accepted Accident Prevention Plan. Provide the credentials of the Competent Person(s) to the COR.

Site Safety and Health Officer (SSHO) must be employed by the Prime Contractor. Provide an SSHO meeting the following requirements:

a. A minimum of 3 years’ safety work on similar project.

b. 30-hour OSHA construction safety class or equivalent within last 3 years.

c. Competent person training is needed including designation and qualification to be a "competent person" in accordance with 29 CFR 1926.

8.1.2 Contractor Quality Manager (CQM)

Identify an individual who is responsible for overall management of Contractor Quality Control (CQC).

Authorize the individual to act in all CQC matters for the Contractor, including stoppage of work and removal of noncomplying work. The CQC System Manager must be on the site at all times during Task 3, including during the work of any subcontractors.

8.1.3 Superintendent

The Superintendent serves as the primary on-site leader and technical authority, responsible for the overall execution of the Performance Work Statement (PWS). Acting as the direct liaison to the Contracting Officer's Representative (COR), they ensure that all field activities are executed safely, on schedule, and in strict compliance with USACE and DoD standards.

8.2 Above Ground Storage Tank (AST)

Supply one (1) new above ground storage tank for used oil storage meeting the criteria below:

a. Feature integrated secondary containment (e.g. double-walled construction). Adhering to UFC 3-

460-01.

b. Paint entire tank with a marine grade corrosion resistant coating according to UFC 3-190-06 offsite and prior to installation.

c. Include a monitoring port for leak detection within interstitial space of tank.

d. Emergency shutdown and normally closed storm valves.

e. Useable capacity of at least 550 gallons.

f. Tank must be certified UL 142.

g. Factory interstitial space vacuum

h. Install anchors according to manufacturer’s recommendations and seismically rate to secure skids to the existing concrete pad.

i. Exterior footprint (including skids) must not exceed existing concrete pad of 104 inches by 58 inches.

j. Including integral steel skids or supports elevating the tank from the ground 1 foot minimum.

k. Equipped with:

1. Normal atmospheric venting and emergency venting (sized per NFPA 30 and UL 142)

2. Overfill prevention valve / alarm.

8.3 Piping Systems (Bilge Oil and Used Oil)

Piping systems must conform to the following requirements:

a. All new 2-inch piping shall be socket welded, Schedule 80S conforming to ASME B36.19M and Grade 316/316L Stainless Steel, conforming to ASTM A312.

b. All new 2-inch fittings shall be seamless Class 3000, socket welded, conforming to ASME B16.11 and Grade 316/316L Stainless Steel, conforming to ASTM A182. Camlock quick disconnect fittings shall be made available at each end of the piping, be grade 316 stainless steel, designed, constructed, and tested in accordance with ASTM F1122. All connections must have double shut-off, dry-break designs ensuring an automatic seal when disconnecting. Provide dust caps for each connection.

c. All new 2.5-inch piping shall be seamless butt-welded, Schedule 40S conforming to ASME B36.19M and ASME B31.3 and Grade TP316L Stainless Steel, conforming to ASTM A312.

d. All new 2.5-inch fittings shall be seamless, butt-welded, conforming to ASME B16.9 and Grade WP316L Stainless Steel, conforming to ASTM A403, Schedule 40S. Camlock quick disconnect fittings shall be made available at each end of the piping, be grade 316 stainless steel, designed, constructed, and tested in accordance with ASTM F1122. All connections must have double shut-off, dry-break designs ensuring an automatic seal when disconnecting. Provide dust caps for each connection.

e. Connections to valves and equipment shall be socket welded according to ASME B16.11 and ASME B31.3. All valves must be 3-piece design and socket welded.

f. Mark all piping, fittings, supports, and related equipment according to MIL-STD-161H and ASME A13.1 for color and identification requirements. All painting must be conducted offsite prior to installation.

8.4 Schedule and Delivery

The tank and piping materials must be delivered to 1460 N Bayshore Dr, Coos Bay, OR 97420 (off of US- 101, across railroad tracks) between Monday and Thursday from 0630 to 1600. Arrangement and scheduling of working hours must be coordinated through the Contracting Officer’s Representative (COR). Contractors will not be given keys to security gate. Project staff will be present to provide site access.

8.5 Removal of Existing System and Installation of New System Remove and dispose of existing Used Oil Tank (550 gal); replace with new / similar tank. Reuse existing concrete pad. Elevate tank approx. 1-foot to avoid flood water. Remove and replace existing bilge oil piping (approximately 250 feet), fittings (shore connection, pier connections, gate valves, unions/couplings, elbows, tees). Remove and replace existing used oil piping (approx. 275 feet), fittings (pier connection, gate valves, couplings, elbow) and pipe supports. Existing piping systems are attached to the handrail support posts and do not run underneath the pier at all. Pipe supports are located approximately every 7.5 feet.

8.5.1 Location, Leveling, and Anchoring of Tank

As depicted in Attachment A, enter the site via the red arrow. Place the tank in the circled blue location.

Place the oil piping along the length of the pier outlined in yellow. Anchor the tank with pipe supports that withstand the State of Oregon anticipated wind and seismic loading for this location. Anchoring plan must comply with the manufacturers’ recommendations. Ensure a level tank using the existing concrete pad and tank skids. No digging is permitted for this work.

8.5.2 Hydrostatic/Pneumatic Testing

Test the bilge and used oil piping in accordance with ASME B31.3 and submit a report verifying the results.

No welds, flanges, or mechanical joints can be painted or covered during the inspection. If pressure testing with water, verify pipe supports are rated for the extra weight of the water. Isolate the system using certified blind flanges or stee line blanks. Utilizing closed valves for the primary testing boundary is prohibited.

Slowly fill the line with fresh water (<50 ppm chlorides) until a continuous bubble-free stream discharges from the vents ensuring 100 percent air evacuation. Gradually raise the pressure of the system incrementally using a calibrated hydrostatic test pump. Hold the pressure at 1.5x the design pressure(225psi) for 10-15 minutes until the temperature of the water inside the pipe has reached equilibrium. Continue holding the piping at the design pressure (150 psi) for 1-2 hours until a visual inspection verifying no leaks with the designated Government representative is complete.

Upon shipment of the 550 gallon double walled tank immediately verify factory drawn vacuum has held within the interstitial space. If vacuum gauge reads zero, there is a breach, and additional pneumatic testing is required. Test overfill protection valve stops flow when liquid reaches 95% capacity. Verify interstitial leak probe registers a leak by removing and submerging in oil or water. Pressure test the tank with air according to the EM-385-1-1 between 0 and 1 psi. Utilize a temporary pressure relief valve calibrated for 3 psi. Spray a heavy soap and water solution on all fittings, plugs, and welds on the tank head. Inspect for bubble leaks. Submit test results of the tank prior to commissioning.

9 PERFORMANCE REQUIREMENTS SUMMARY

The Performance Requirements Summary determines if the Contractor meets the performance standards of the Contract, as well as provides guidelines for how and when surveillance will be performed. It ensures timeliness, effectiveness, and that the Contractor is delivering the results specified in the Contract.

Government contract quality assurance will be performed at such times and/or places as may be necessary to determine the services conform to contract requirements.

Below are the criteria against which the performance will be evaluated. Work will be considered deficient if the following conditions are not in accordance with the following requirements.

Performance Objective (PO) PWS Paragraph

Performance Threshold

Method of Surveillance

Task 3 – Removal and Disposal of the Existing System and Installation of the New System

6.3 Pass 100% Inspection, Customer

Complaint Fail

9.1 Surveillance

Contract performance will be assessed through customer feedback, and/or other 100% inspection means to assure the Government that the work specified under the Contract is completed satisfactorily. The KO or COR must inspect by validating actual work performance, physically checking the attribute of the completed task, checking management information reports, investigating customer or public complaints, conferring with Project Staff, or otherwise inspecting the task or its results to determine whether performance meets the standards.

a. Customer Complaints: The COR must perform inspections as necessary to address customer or public complaints.

b. 100% Inspection: This is an inspection method whereby all work activities are monitored.

The Government reserves the right under the Contract Terms and Conditions--Commercial Items (FAR 52.212-4) to inspect and test the services called for by the Contract, to the extent practicable at all times and places during the term of the Contract. If the COR discovers deficiencies and/or receives complaints, the COR will alert the Contractor for correction. Non-conforming services shall be rejected.

10 CONTRACT ADMINISTRATION

10.1 Prework Conference

A prework conference will be coordinated between COR and Contractor within 30 calendar days after Contract Award to discuss prework submittals, personnel, scheduling, and review contract requirements.

10.2 Project Coordination

Coordinate project activities and resolve critical issues in a timely manner with COR. Notify the COR at least 2 workdays, excluding weekends and federal holidays, prior to start of work under each task and within 2 workdays of completion of work of each task.

10.3 Project Access

a. Coordinate access through COR at least 14 calendar days in advance of mobilization.

b. Arrangement and scheduling of working hours and crews is limited to one shift on weekday operations and must be coordinated through the COR. Working hours that extend past 5:00 p.m. weekdays or on weekends and federal holidays must be coordinated ahead of time through the COR. Submit the intended working hours of staff on site and identify any employees working in any capacity.

c. Security of the Contractor's property and items furnished under this Contract are the Contractor's responsibility.

d. The Coos Bay United States Army Corps of Engineers Dock is not open to the public. The access gate is closed and requires key access. Coordinate with the COR to obtain access to site. Ensure any gate typically locked, is locked when not onsite.

e. Salespersons or personnel seeking employment will not be permitted inside the Project. Costs associated with Contractor failure to comply with the Project security policies must be at the expense of the Contractor.

f. Contractor's employee private vehicle parking areas must be restricted to the area as agreed upon before onsite work. All Contractor vehicles used for prosecuting the work must have a contractor sign or other permanent identification and must carry the required insurance. Private vehicles not owned by the Prime Contractor or subcontractors must not be used for prosecuting the work. Private vehicles of the Contractor and its employees must enter and leave the project as directed. Keep the parking areas free of litter and debris. An adequate number and size of trash receptacles must be placed in the parking areas and emptied, as necessary to avoid overflowing. Trash receptacles must be adequately secured to provide protection from the wind and animals.

10.4 Safety

Conform to all safety standards of the most recent edition of the Corps Safety and Health Requirements Manual EM-385-1-1 (2024).

10.4.1 Tools and Equipment

All tools and equipment shall have manufacturers’ recommended safety protective devices to ensure worker safety at all times. Inspect tools and equipment daily by the Contractor and maintained in good working condition. Ensure all workers are properly trained to operate tools and equipment using safe practices.

10.4.2 Accident or Mishap Reports

a. All accidents involving property damage, fires, personal equipment, and all injuries to the public, regardless of degree, must be reported to the KO and on ENG Form 3394 and according to the schedule which follows:

b. Investigation and Reporting

1) Conduct a mishap investigation for recordable injuries and illnesses, for Medical Treatment, property damage accidents resulting in at least $5,000 in damages, and near misses as defined in EM 385-1-1, to establish the root cause(s) of the accident. Complete the accident or mishap reports form, ENG Form 3394, and provide the report to the COR within five calendar days of the accident.

2) Conduct an accident investigation for any of the following High Visibility Mishap: Load Handling Equipment and Rigging, Fall-from-Height. Make the initial report within four hours and provide a completed ENG Form 3394 to the COR within five calendar days of the accident.

Do not proceed with further operations until cause is determined, and corrective actions have been implemented to the satisfaction of the COR.

3) The COR must be notified by the most expeditious means available of all fatal and permanent total disability injuries, three or more persons hospitalized, all property damage of $500,000 or more, and structural damage involving a question of structural adequacy. All incidents involving disabling injury or an injury which may result in an employee's lost time, or property damage of $5,000 or more, must be reported to the COR by telephone as soon as possible and in all cases within four hours.

4) In all accidents enumerated in sub-item (3), investigate the circumstances before the scene of the accident is changed, take corrective action, and within 48 hours forward to the COR four copies of ENG Form 3394.

5) In the event of an accident involving a fatality, permanent total disability, hospitalization of one or more persons, or property damage of $500,000 or more, the Contractor must promptly suspend all operations at the scene of the accident and notify the COR of the occurrence.

Immediately provide for the rescue and/or care of the injured. Restrict access to the area except in situations where safety may be compromised. Leave the scene undisturbed until investigated by a government appointed board of investigation and until the Contractor is authorized to resume operations.

6) If property damage and injury result from the same accident, the consequence may be noted on the same ENG Form 3394. If more than one person is injured in a single accident, ENG Form 3394 must be submitted for each person injured.

c. Types of Accidents and Reports. For each accident that results in a consequence or combination of the consequences listed below, a complete report on ENG Form 3394 must be furnished to the KO.

Please note that these reports cannot be used for any purpose other than accident reporting.

1) Disabling injury (including death) is an injury that renders a person unable to perform a regularly established job on the day following the injury or on any subsequent day. Known suicide or deaths from natural causes are not reportable.

2) Damage of $5,000 or more to the Contractor's property or equipment, including motor vehicles and fire and/or damage to other property caused by the Contractor while executing the Contract.

3) Accidents occasioned by flood, hurricane, tornado, fire, navigation, wind, ice, etc., and structural failure in excess of $5,000.

10.5 Antiterrorism Operational Security (AT-OPSEC) Requirements

10.5.1 General Requirements

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.

10.5.2 Anti-Terrorism 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).

10.5.3 Physical security and access control

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.

10.5.4 Suspicious Activity Reporting Training( 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.

10.5.5 Pre-screen candidates using E-Verify Program

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 10 business days after the initial contract award.

10.5.6 Non-US Citizens

Submit to the COR a scanned legible copy of the Passport (and the Permanent Resident Card if available) for all personnel who are non-US citizens working on this Contract at least one month (30 calendar days) in advance of the start of work by the employees. Contractor personnel who are non-US citizens shall not be permitted access to the Project until the Foreign Visitor Authorization is received from HQUSACE.

Contractor personnel who are non-US citizens shall not be permitted to work on the Contract at all until Foreign Visitor Authorization is received.

10.6 Invoicing

Payment will be made for completed and accepted work. Provide invoices that include signed invoice, daily logs, summary sheets as applicable. Coordinate with COR prior to submission of invoice. Submit PDF invoice via email to the COR.

10.7 Interference with Government Operations

The Government may undertake or award other contracts for additional work during the performance of work. Do not commit or permit any act which interfere with the performance of work by any other Contractor or by Government employees. The Coos Bay Temporary Facilities (CBTF) contract may be awarded during the period of performance. If awarded, the CBTF contractor will need to work near the approximate placement of the office trailer as shown in Attachment C. The CBTF contract is not expected to impact the entrance to the pier.

10.8 Unacceptable Performance

If any of the services do not conform to contract requirements, the Government may require the Contractor to perform the services again in conformity with contract requirements, with no increase in contract amount.

10.9 Government Holidays

The Contractor is not required to perform services on the following recognized Federal holidays: New Year’s

Day, Birthday of Martin Luther King, Jr., Washington’s Birthday, Memorial Day, Juneteenth, Independence Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day.

10.10 Walsh-Healey Public Contracts Act or the McNamara-O'Hara Service Contract Act (SCA) Every employer performing work covered by the Walsh-Healey Public Contracts Act or the McNamara- O'Hara Service Contract Act (SCA) is required to post a notice of the compensation required (including, for service contracts, any applicable wage determination) in a prominent and accessible location at the worksite where it may be seen by all employees performing on the contract. A copy of the poster is available in two versions at the following DOL website: http://www.dol.gov/whd/regs/compliance/posters/sca.htm. The rest of the content is subjective to each location’s needs.

10.11 Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS 222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) Contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE Contractors are encouraged to seek highly qualified veterans to perform services under this contract.

The following resources are available to assist USACE Contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance at http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act at http://benefits.va.gov/vow

Army Recovery Care Program at http://wct.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation – Hiring Our Heroes at http://www.hiringourheroes.org/

Guide to Hiring Veterans – https://www.dol.gov/veterans/hireaveteran/pdf/Employer-Guide-to-Hire- Veterans-June-2019.pdf http://www.fedshirevets.gov/index.aspx http://www.dol.gov/vets/ http://benefits.va.gov/vow http://wct.army.mil/modules/employers/index.html http://www.hiringourheroes.org/ https://www.dol.gov/veterans/hireaveteran/pdf/Employer-Guide-to-Hire-Veterans-June-2019.pdf https://www.dol.gov/veterans/hireaveteran/pdf/Employer-Guide-to-Hire-Veterans-June-2019.pdf