Attachment E Columbia River PATON Buoy Inspections PWS.pdf

Performance Work Statement (PWS) for the

PATON Stern Mooring Buoy Inspections and Maintenance, Columbia River

1 INTRODUCTION

The US Army Corps of Engineers – Portland District has a requirement to solicit services to perform inspections and maintenance on eight Private Aids to Navigation (PATON) stern mooring buoy systems in the Columbia River from approximately River Mile 67+15 to River Mile 104+30 and to replace the Anchor Joining Link on the Sandy Island buoy riser leg. This is a non-personal services requirement. Perform these services in accordance with the terms of the contract as defined in the Performance Work Statement (PWS) and comply with all local, state, and federal regulations.

2 LOCATION

Project site is located in the Columbia River from approximately River Mile (RM) 67+15 to River Mile 104+30 in Oregon and Washington as shown in Attachment A Columbia River Buoy Locations. Pickup of the Government provided new Anchor Joining Link will be at the US Army Corps of Engineer’s US Moorings, 8010 NW St Helens Rd, Portland, OR 97210.

PATON STERN MOORING BUOY LOCATIONS

Name River Mile (Approximate) Install Year Rainier (RR) 67+15 2017 Rainier (R) 67+40 2012 Prescott (P) 72+05 2012

Sandy Island (S) 75+40 2017 Vancouver (V) 100+30 2012

Portland/Vancouver (A) 102+35 1995 Portland/Vancouver (B) 103+30 1995 Vancouver Upper (VV) 104+30 2017

3 PERIOD OF PERFORMANCE

All work under this contract must be completed within 120 days from Contract Award.

4 GENERAL

4.1 Existing Conditions

The U.S. Army Corps of Engineers Portland District has eight PATON stern mooring buoy systems that require inspections and maintenance. All mooring buoy systems are single riser-leg mooring systems consisting of an embedded plate anchor, 2.5 shots (225 feet) of fleet mooring grade 3 (FM3) mooring chain, and 11.5 foot tension bar foam buoys. Each buoy has a Quick Release Hook (QRH), navigation light, and radar reflector. Mooring buoy systems installed in 2012 and 2017 have 3.5 inch chain and a 12 ton sinker secured to the riser leg approximately 75 feet below the buoy. Mooring buoy systems installed in 1995 have

2.75 inch chain and may or may not have a sinker. Ship traffic will continue to use the mooring buoys throughout the Contract and the buoys may not be available upon mobilization. Provide notification as outlined in section 8.3. The Government will make every effort to assist in maintaining buoy availability based on provided mobilization schedule, but availability at the time of arrival is not guaranteed.

CHAIN SPECIFICATIONS

3.5” Approximate Weight per shot (90ft) 10,500 lbs 2.75” Approximate Weight per shot (90ft) 6,500 lbs

#8 Anchor Joining Link Approximate Weight 330 lbs

BUOY SPECIFICATIONS

Approximate Weight 11,500 lbs

Diameter 11.5 ft Height, Drum 8.75 ft

Length, Top Padeye 2.4 ft Length, Bottom Padeye 5.05 ft

Height, Top Padeye to Bottom Padeye 16.3 ft

4.2 Attachment List

Attachment A – Columbia River Buoy Locations Attachment B – Buoy Reference Drawings Attachment C – Mooring Inspection & Maintenance Manual Attachment D – Spill Response Form

4.3 Government Furnished Material

The Government will furnish the below materials to be obtained by the Contractor from the US Moorings.

Reference contract clause 52.245-1 GOVERNMENT PROPERTY for additional information.

Item Size UOM Total Anchor Joining Link #8 Each 1

4.4 Pre-Bid Site Visit

The Contractor is highly encouraged to make a site visit before submitting a bid on this project. The Government will determine if an amendment to the solicitation is needed based on notes and questions submitted.

5 DEFINITIONS

5.1 Contracting Officer (KO)

The Government employee who is authorized to enter into, administer, and/or terminate contracts and make related determinations and findings.

5.2 Contracting Officer’s Representative (COR)

The Government employee who has been designated in accordance with subsection 201.602-2 of the Defense Federal Acquisition Regulation Supplement and authorized in writing by the KO to perform specific technical or administrative functions. The COR is not authorized to make any commitments or changes that will affect price, quality, quantity, delivery, or any other term or condition of the contract.

6 REFERENCES

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

a. EM-385-1-1 (2014)

b. 33 CFR 66

c. Environmental Protection Agency (EPA)

d. Occupational Safety and Health Administration (OSHA)

e. Oregon Department of Environmental Quality (ODEQ)

f. Washington State Department of Ecology

7 PERFORMANCE OBJECTIVE SUMMARY (POS)

Provide all personnel labor, equipment, tools, materials, vehicles, testing, supervision, and incidental services necessary to perform the work as defined by the tasks listed herein including mobilizations and demobilizations from the site.

7.1 Task 1 – Buoy Inspection and Maintenance, CLIN 0001

Payment will be made by the each for mobilizing and demobilizing all plant, equipment, fuel supplies, materials, and personnel to the Columbia River PATON buoy sites to perform inspections and maintenance tasks on each stern mooring buoy system to include 30 feet of chain per buoy. Provide all pre-work submittals as listed in section 8.5 for government review and approval or acceptance prior to the start of any work, unless otherwise noted. Payment measured by COR approval of submittals and visual inspection of the buoy inspection and maintenance performance.

7.2 Task 2 – Install Anchor Joining Link, CLIN 0002

Payment will be made as a job for removing the redundant anchor bolt shackle from the Sandy Island (S) buoy and installing the new anchor joining link in its place. Provide all pre-work submittals as listed in section 8.5 for government review and approval or acceptance prior to the start of any work, unless otherwise noted. Payment measured by COR approval of submittals and visual inspection of anchor joining link install performance.

8 PERFORMANCE REQUIREMENT SUMMARY (PRS)

The Performance Requirements Summary (PRS) 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.

If the Contractor fails to perform at any time and the work is deemed critical by the COR, Government forces may be assigned to perform the work. If this occurs, reimbursement to the Government for the full costs of the work performed including labor, materials, transportation, and supervision will be required.

8.1 Performance Requirements Summary Table

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

Performance Objective PWS Paragraph Performance

Threshold Method of Surveillance

Task 1 – Buoy Inspection and Maintenance

7.1 Pass Customer Complaint;

100% Inspection;

Periodic Validation Fail

Task 2 – Install Anchor Joining Link

7.2 Pass Customer Complaint;

100% Inspection;

Periodic Validation Fail

8.2 Surveillance

Random inspections by the Government, in addition to complaints from project personnel and/or visitor’s areas under this contract, will serve as the surveillance method. If the COR discovers deficiencies and/or receives complaints, the COR will pass them on to the Contractor's Quality Control Manager for correction.

A Government Representative will be on site for 100% of the performance of Task 1 and Task 2.

8.3 Project Coordination

Coordinate project activities and resolve critical issues in a timely manner with COR. Notify the COR at least 14 calendar days prior to mobilization to each buoy. The COR will provide notification to the United States Coast Guard Office of Aids to Navigation, the Columbia River Pilots, and any relevant Ports.

8.4 Contractor Required Personnel

8.4.1 Site Safety and Health Officer (SSHO)

a. The SSHO must meet the requirements of EM-385-1-1 section 1 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 person at the project site to function as the Site Safety and Health Officer (SSHO). The SSHO must be on site at all times, excluding mobilization, to implement and administer the Contractor’s safety program and Government accepted Accident Prevention Plan (APP). The SSHO’s training, experience, and qualification must be as required by EM 385-1-1 paragraph 01.A.17, entitled SITE SAFETY AND HEALTH OFFICER (SSHO), and all associated sub-paragraphs.

b. Provide a Competent Person on-site at all times during work that requires professional expertise.

Provide the credentials of the Competent Person(s) to the COR.

c. The SSHO must be employed by the Prime Contractor and must meet the following requirements:

1) Minimum of 3 years safety or supervisory work on similar marine projects

2) 30 hour OSHA construction safety class or equivalent

3) 8 hours of formal classroom or online safety related coursework within the last 4 years

4) Competent Person training as needed

8.4.2 Contractor Quality Control (CQC) Manager

Identify an individual at the site of the work who is responsible for overall management of CQC. Authorize the individual to act in all CQC matters for the Contractor, including stoppage of work and removal of non-complying work. The CQC Manager must be on site at all times during buoy inspections and maintenance, including during the work of any subcontractors. The CQC Manager can also fill the role of Project Superintendent on this contract.

8.5 Submittals

Government Review of each submittal will be completed within 14 calendar days of receipt. Submit the following submittals via email to the COR:

a. Work Plan

b. Naval Architectural Analysis and Floating Service Load Charts

c. Buoy Inspection and Maintenance Plan

d. Accident Prevention Plan (APP)

e. Environmental Protection Plan (EPP)

f. Critical Lift Plan

g. Mooring Chain Capture Mechanism

h. Weld Procedures and Qualifications

i. Project Schedule

j. Quality Control Plan (QCP)

k. QC Reports: 24 hours after completion of each on-site workday

8.5.1 Work Plan

Submit a work plan within 30 calendar days after Contract Award for Government approval. At minimum, include the following:

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

b. List of all employees working on site, including Prime and subcontractors.

c. Map of work areas and planned equipment staging and access.

d. Organization chart, including subcontractors.

e. References to the QCP, APP, EPP, Buoy Inspection and Maintenance Plan, and Critical Lift Plan.

8.5.2 Naval Architectural Analysis and Floating Service Load Charts

Submit the Naval Architectural Analysis (NAA) and Floating Service Load Charts for all Floating Load Handling Equipment (LHE) within 15 calendar days after Contract Award. The requirements for these items can be found in EM 385-1-1 Section 16L Floating Cranes/Derricks, Crane Barges, and Auxiliary Shipboard- Mounted Cranes. The NAA and Floating Service Load Charts must also be submitted as part of the lift plan in the APP and the Critical Lift Plan.

8.5.3 Buoy Inspection and Maintenance Plan

Develop a Buoy Inspection and Maintenance Plan for approval by the Government. Submit the Buoy Inspection and Maintenance Plan within 30 calendar days after Contract Award. Identify personnel, vessels, equipment, materials, and procedures necessary for the inspections and maintenance. Include maintenance material cut sheets or shop drawings. Create and include a Buoy Inspection Form in accordance with Attachment C Mooring Buoy System Inspection and Maintenance Manual. Include detailed descriptions of the marine vessel(s) to be used. The description must include the names of the owner and the vessel, dimensions, ABS classification, horsepower (if applicable), Master’s name, crane load/radius diagrams, and berthing capabilities (if applicable).

Provide equipment specification sheets on all major pieces of installation equipment to include installation vessels, tugs, and cranes.

a. Mobilization and Demobilization operations

b. Securing chain and buoy

c. Buoy Inspection and Maintenance

d. Anchor Joining Link replacement

e. Buoy Inspection Form

8.5.4 Accident Prevention Plan

Submit an APP in accordance with the requirements of EM 385-1-1. Submit the APP within 30 calendar days after Contract Award for acceptance by the Government. Work cannot proceed without a Government accepted APP. Use the Safety and Occupational Health Office (CESO) Checklist A-02 to ensure all required elements are captured. If an item on CESO Form A-02 is not applicable because of the nature of the work to be performed, state this exception and provide a justification. Self-evaluate the APP before submitting using the APP checklist CESO Form A-02 and include the self-evaluated checklist with the APP submittal for reference.

a. 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 work-site specific.

b. At minimum, include one each Activity Hazard Analysis (AHA) for Securing Buoy and Chain, Buoy

Inspection and Maintenance, Anchor Joining Link Replacement, Mobilization and Demobilization Operations. This list is not all-inclusive.

c. Include procedures for transportation to the nearest port(s) and hospital(s), in the event of an emergency.

d. Once accepted, 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.

e. 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.

f. 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.

8.5.5 Environmental Protection Plan (EPP)

Submit an Environmental Protection Plan (EPP) within 30 calendar days of Contract Award for Government approval. Include the following as part of the EPP:

a. Names and phone numbers of individuals within the Contractor’s organization responsible for ensuring adherence the Environmental Protection Plan.

b. Site-Specific Spill Prevention and Response Plan that includes special measures taken to prevent chemicals, fuels, oils, greases, and waste washings from entering public waters. Provide and utilize the following prevention/cleanup materials.

1) Emergency spill kits immediately available to enable rapid cleanup with sufficient quantities and types of spill control materials to contain any spills that can be anticipated. The Contractor is responsible for ascertaining the types/quantities of spill equipment required based on types and quantities of chemicals, oils, or other hazardous materials they will use and/or what they will be working on. In the event of a spill, notify the Government and spill response agencies, as outlined in Attachment D Spill Response Form.

2) Emergency spill absorbent mats of appropriate size and type for cleanup of spilled material.

c. Procedures to ensure that all equipment is free from soil residuals, egg deposits from plant pests, noxious weeds, invasive species, and plant seeds. Purge bilges as required by USCG regulations, OR 930.560, Chapter 77.120 RCW, and Chapter 220-650 WAC, as applicable.

If at any point during work, measures are found ineffective at protecting and/or preventing visible sediment discharge or other environmental pollution, the project must stop to evaluate environmental protection measures and reestablish control. Repairs, replacements, or the installation of additional measures must be completed prior to resuming work.

8.5.6 Critical Lift Plan

Develop and submit a Critical Lift Plan in accordance with EM 385-1-1 and this Section within 30 calendar days of Contract Award for Government approval. Lifts performed from floating plant must adhere to requirements outlined in EM-385-1-1 Section 16.L. A non-mandatory Critical Lift Plan form can be found in EM 385-1-1, Section 16, Form 16-3. At a minimum, the Critical Lift Plan must include:

a. Detailed lift plan that includes a schematic of the rigging geometry and configuration, expected lift loads, list of rigging materials and associated working loads, and copies of the rigging certifications.

b. Crane load charts and data sheets

c. Current crane annual and quadrennial OSHA inspections.

d. List of personnel designated and qualified by the crane operator for weight handling operations.

e. Certificate of Compliance for all Load Handling Equipment and Rigging.

8.5.7 Mooring Chain Capture Mechanism

Within 30 calendar days of Contract Award, submit the Mooring Chain Capture Mechanism Design or Method to be used on this contract for Government acceptance. Any locking mechanisms and requirements for attachment to the deck of the working platform must be designed by a qualified person registered as a Professional Engineer in any jurisdiction of the United States. The proof load for the mechanism must be 100 tons. Include procedures for the installation and use of the mechanism.

8.5.8 Weld Procedures and Qualifications

Within 30 calendar days of Contract Award submit the Weld Procedures and Qualifications for Government acceptance. Submit welder qualifications for any welders performing weld operations and approved welding procedures for installation of the mooring chain capture mechanism, tack welds to the anchor bolt shackle, and any other welding operations as necessary.

8.5.9 Project Schedule

Within 15 calendar days of Contract Award, submit a Project Schedule for Government approval that includes at a minimum for each task:

a. Submission of all submittals listed in section 8.5 for approval or acceptance by the COR. Allow 14 calendar days for Government review of each submittal.

b. Preparatory meeting and initial demonstration of performance.

c. Pickup of Government furnished materials and drop-off of leftover Contract materials.

d. Anticipated start and end dates for work under each task. Include dates for each buoy location.

8.5.10 Quality Control Plan

Within 30 calendar days of Contract Award, submit the Contractor Quality Control (CQC) Plan for Government acceptance. Identify the CQC Manager in this plan. The Contractor, not the Government, is responsible for quality control actions necessary to meet the quality standards set forth by the contract. 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. The Contractor Quality Control Manager and Project Superintendent may be the same individual.

8.5.11 Daily QC Reports

Work progress will be documented by daily QC Reports. Submit daily QC reports within 24 hours for Government acceptance. Reports will include personnel on site, hours worked, area of work, type of work, and any other pertinent information.

8.6 Buoy Inspections and Maintenance

a. Provide testing, supervision, equipment, materials, expertise, and other necessary incidentals to inspect and maintain the stern mooring buoy systems. Develop a Mooring Inspection and Maintenance Plan based on (a) information contained in this specification, (b) a thorough review of the reference information, and (c) industry standards.

b. Provide zinc anodes, cotter pins, lead plugs, reflective tape, protective coatings, and any associated fasteners as identified in Attachment C Mooring Buoy System Inspection and Maintenance Manual and Attachment B Buoy Reference Drawings. Appendix A of Attachment C Mooring Buoy System Inspection and Maintenance Manual identifies materials and quantities required for the completion of maintenance tasks. Deliver any unused items to the US Moorings upon completion of this Contract.

c. Provide a mooring chain capture mechanism for use during stern mooring buoy system inspections and maintenance. The mechanism will secure the mooring riser leg to ensure deck personnel are not under a load. Any locking mechanisms must be operated without personnel being under a load.

d. Lift each stern mooring buoy and secure the chain with the approved chain capture mechanism. Lift the stern mooring buoy assemblies enough only to place onto the barge, secure the chain with the chain capture mechanism, and perform inspection and maintenance on 30 feet of the chain. The mooring chain has a 12 ton concrete sinker attached with a plate shackle. The sinker is attached 75 feet from the buoy lower padeye.

e. Inspect and perform the maintenance tasks for the stern mooring buoy systems in accordance with

Attachment C Mooring Buoy System Inspection and Maintenance Manual. Unless specified, do not remove any chain links, chain joining links, anchor joining links, swivel shackles, or anchor shackles during the course of this work.

f. Record the inspections and maintenance tasks using the submitted and approved Buoy Inspection

Form.

g. Maintenance tasks will include as needed replacement of lead plugs, cotter pins, zinc anodes, and reflective tape, application of protective coatings, and as needed securing of fasteners.

h. A Government Representative must be present for the buoy inspections and maintenance. Acceptance of each buoy inspection and maintenance performance will be provided on site. Do not demobilize until each task has been accepted.

i. All contractor personnel will be required to have and maintain all licenses, qualifications, and certifications required by industry, state, and federal agencies.

2017 STERN MOORING BUOY SYSTEMS

COMPONENT SIZE REMARKS

PLATE ANCHOR 5' X 6' WILL NOT BE INSPECTED

ANCHOR BOLT SHACKLE 3" WILL NOT BE INSPECTED

CHAIN, SEGMENT 3.5" WILL NOT BE INSPECTED

CHAIN JOINING LINK 3.5" WILL NOT BE INSPECTED

CHAIN SHOT 3.5" WILL NOT BE INSPECTED

CHAIN JOINING LINK 3.5" WILL NOT BE INSPECTED

CHAIN SHOT 3.5" INSPECT FIRST 30 FEET, BAR DIAMETER, ZINC ANODES

PLATE SHACKLE 2.25" - 4" WILL NOT BE INSPECTED

SINKER 12 TON WILL NOT BE INSPECTED

ANCHOR JOINING LINK 3.5" INSPECT BAR DIAMETER, LEAD PLUG

ANCHOR BOLT SHACKLE 4" INSPECT BAR DIAMETER, COTTER PIN

TENSION BAR BUOY 11.5' DIA INSPECT BUSHINGS, COATINGS, ZINC ANODES, REFLECTIVE TAPE, HULL, FENDERS, RAILS

BUOY HOOK ASSEMBLY 675 KIP INSPECT BAR DIAMETERS, FASTENERS, COTTER PINS

NAVIGATION LIGHT M650H INSPECT OPERABILITY, MOUNTING

RADAR REFLECTOR EM INSPECT OPERABILITY, MOUNTING, REFLECTOR PLATES

2012 STERN MOORING BUOY SYSTEMS

PLATE ANCHOR 5' X 6' WILL NOT BE INSPECTED

ANCHOR BOLT SHACKLE 3" WILL NOT BE INSPECTED

CHAIN, SEGMENT 3.5" WILL NOT BE INSPECTED

CHAIN JOINING LINK 3.5" WILL NOT BE INSPECTED

CHAIN SHOT 3.5" WILL NOT BE INSPECTED

CHAIN JOINING LINK 3.5" WILL NOT BE INSPECTED

CHAIN SHOT 3.5" INSPECT FIRST 30 FEET, BAR DIAMETER, ZINC ANODES

PLATE SHACKLE 2.25" - 4" WILL NOT BE INSPECTED

SINKER 12 TON WILL NOT BE INSPECTED

ANCHOR JOINING LINK 3.5" INSPECT BAR DIAMETER, LEAD PLUG

SWIVEL SHACKLE 3.5" INSPECT BAR DIAMETERS, GAP WIDTH, LEAD PLUGS

TENSION BAR BUOY 11.5' DIA INSPECT BUSHINGS, COATINGS, ZINC ANODES, REFLECTIVE TAPE, HULL, FENDERS, RAILS

BUOY HOOK ASSEMBLY 400 KIP INSPECT BAR DIAMETERS, FASTENERS, COTTER PINS

NAVIGATION LIGHT M650H INSPECT OPERABILITY

RADAR REFLECTOR EM INSPECT OPERABILITY, MOUNTING, REFLECTOR PLATES

1995 STERN MOORING BUOY SYSTEMS

PLATE ANCHOR 3' X 4' WILL NOT BE INSPECTED

ANCHOR BOLT SHACKLE 3" WILL NOT BE INSPECTED

CHAIN, SEGMENT 2.75" WILL NOT BE INSPECTED

CHAIN JOINING LINK 2.75" WILL NOT BE INSPECTED

CHAIN SHOT 2.75" WILL NOT BE INSPECTED

CHAIN JOINING LINK 2.75" WILL NOT BE INSPECTED

CHAIN SHOT 2.75" INSPECT FIRST 30 FEET, BAR DIAMETER, ZINC ANODES

PLATE SHACKLE UNKNOWN 1993 MOORING SYSTEMS MAY OR MAY NOT HAVE A SINKER

SINKER UNKNOWN 1993 MOORING SYSTEMS MAY OR MAY NOT HAVE A SINKER

ANCHOR JOINING LINK 3.5" INSPECT BAR DIAMETER, LEAD PLUG

SWIVEL SHACKLE 2.75" INSPECT BAR DIAMETERS, GAP WIDTH, LEAD PLUGS

TENSION BAR BUOY 11.5' DIA INSPECT BUSHINGS, COATINGS, ZINC ANODES, REFLECTIVE TAPE, HULL, FENDERS, RAILS

BUOY HOOK ASSEMBLY 400 KIP INSPECT BAR DIAMETERS, FASTENERS, COTTER PINS

NAVIGATION LIGHT M650H INSPECT OPERABILITY

8.7 Install Anchor Joining Link

a. Obtain the Government furnished anchor joining link from the US Moorings.

b. During the Sandy Island (S) Buoy inspections and maintenance, perform the install of the new

Government furnished anchor joining link.

c. Remove the redundant anchor bolt shackle, between the lower padeye anchor bolt shackle and the first chain link, and install the Government provided anchor joining link in its place. If the redundant anchor bolt shackle cannot be detached, cutting the anchor bolt shackle is acceptable. Do not damage the adjacent chain link or anchor bolt shackle. Final orientation should be buoy lower padeye, anchor bolt shackle, anchor joining link, chain link.

d. Using lead bars, secure the retaining pin in the anchor joining link.

e. Determine and record the manufacturer, year of manufacture, heat number and serial number of the anchor joining link. Some cleaning with wire brushes or wire wheels on a drill may be required to clean the components before identification details can be determined.

f. A Government Representative must be present for the anchor joining link install. Acceptance of the anchor joining link install will be provided on site. Do not demobilize until this task has been accepted.

g. All contractor personnel will be required to have and maintain all licenses, qualifications, and certifications required by industry, state, and federal agencies.

8.8 Safety

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

8.8.1 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 acceptance by the COR prior to initiation of the work tasks.

8.8.2 Tools and Equipment

All tools and equipment must have manufacturer's recommended safety protective devices to ensure worker safety at all times. Inspect tools and equipment daily and maintain in good working condition. Ensure all workers are properly trained to operate tools and equipment using safe practices.

8.8.3 Accident or Mishap Reports

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:

a. Investigation and Reporting

1) Conduct a mishap investigation for recordable injuries and illnesses, 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.

b. 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.

8.9 Project Security

8.9.1 US Moorings Access

a. All Contractor and subcontractor personnel must comply with the US Moorings Project security policies and procedures.

b. The US Moorings is not open to the public. Security gates are locked at all times. After crossing through any gate that is locked and unattended, all personnel are required to wait for the gate to close before proceeding.

c. Arrangement and scheduling of pickup of the Government furnished anchor joining link must be coordinated through the COR with the Project Staff. Access needed past 5:00 p.m. weekdays or on weekends and holidays must be approved.

d. 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.

e. Security of the Contractor’s property and items furnished under this Contract are the Contractor’s responsibility.

8.9.2 Access and General Protection/Security Policy and Procedures

a. Comply with applicable installation, facility, and local security policies and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13) provided identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA, and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in Contractor security matters or processes.

b. All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

8.9.3 Pre-screen candidates using E-Verify Program

Pre-screen Contractor and subcontractor personnel using the E-Verify Program at http://www.e- verify.gov/ 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 15 business days after the initial contract award.

8.9.4 Non-US Citizens Identification of Employees

Submit to the COR a scanned legible copy of the Permanent Resident Card and Passport 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.

9 CONTRACT ADMINISTRATION

9.1 Points of Contact

Contracting Officer’s Representative (COR): Morgan Lee, Morgan.B.Lee@usace.army.mil, 503-502-9768

9.2 Prework Conference

A prework conference will be coordinated between COR and Contractor within 15 calendar days after Contract Award to discuss prework submittals, personnel, scheduling, and to review contract requirements.

9.3 Contract Changes

Changes in scope, time, or deliverables can only be authorized by the Contracting Officer. Notify the Contracting Officer immediately if they have received direction to perform work outside the scope of the contract. Changes in scope will be negotiated and a written modification issued, before proceeding with the work.

9.4 Monthly Invoicing

Payment will be made for completed and accepted work. Provide monthly invoicing that includes signed invoice, daily reports, and summary sheets. Coordinate with COR prior to submission of invoice. Submit PDF invoice via email to the COR.

9.5 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, at no increase in contract amount.

9.6 Damages Caused by the Contractor

Contractor will be held accountable and liable to the Government for any damages to Government facilities, fixtures, furnishings, equipment, plantings (except those impacted by the intended work), or grounds (including roads) caused by the Contractors or their employees.

9.7 Interference with Government Operations

The Government may undertake or award other contracts for additional work during the performance of work on this contract. Do not commit or permit any act which interferes with the performance of work by any other Contractor or by Government employees.

9.8 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.

9.9 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.

9.10 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 out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE Contractors in their outreach efforts:

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

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

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

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

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

f. Guide to Hiring Veterans – https://www.dol.gov/veterans/hireaveteran/pdf/Employer-Guide-to-Hire-

Veterans-June-2019.pdf