Attachment L-4 - CPFF SAMPLE SOW (BMAC-2025).pdf

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Attached to
Waterborne Security Barriers Sustainment Federal contract opportunity
Solicitation number
N00024-25-R-4101
Issued by
Department of the Navy Naval Sea Systems Command

About this file

This document is a Sample Statement of Work (SOW) for a Waterborne Security Barrier Sustainment contract for the U.S. Navy, covering naval installations along the West Coast of the Continental United States, Hawaiian Islands, Guam, and Japan. The primary objective is to conduct routine and non-routine maintenance on three variants of Waterborne Security Barrier (WSB) systems - Port Security Barrier (PSB) (Flt-4 or Flt-5), PSB-T, and PSB-P - for a one-year base period with four optional additional years.

The contract requires the contractor to perform quarterly or semi-annual maintenance at multiple naval bases, including Naval Base Kitsap-Bangor, Naval Station Everett, Naval Station Bremerton, and others. Key responsibilities include repairing and replacing system components such as nets, fence assemblies, connectors, navigation lights, and buoys. The contractor must also be prepared to respond to emergency repairs within 48 hours, fabricate specialty materials, and provide comprehensive documentation including project execution plans, safety plans, environmental protection plans, and maintenance reports. The total working days onsite across all locations is estimated at 25 days, with varying days allocated to different bases.

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SAMPLE STATEMENT OF WORK

April 2025

Request for Delivery Order Proposal (RFDOP) Barriers MAC

CONTRACT: TBD (Sample Delivery Order)

SECTION A

RFDOP: Waterborne Security Barrier Sustainment, West Coast and Pacific Region

Electronic Proposals are due no later than Wednesday, XXXXX at 2:00 p.m. (EDT), via email to the Contracting Officer and Contracts Specialist.

SECTION B

Project Site: Various Navy installations along the West Coast of the Continental United States (CONUS), Hawaiian Islands, Guam, and Japan

CLIN 0002

1 GENERAL

This Statement of Work (SOW) describes the requirement for sustainment of the Navy’s Waterborne Security Barrier (WSB) systems at various installations along the West Coast of the Continental United States (CONUS), Hawaiian Islands, Guam, and Japan. The objective of this delivery order is for the Contractor to conduct routine and non-routine maintenance on these WSB systems for a one year period, and up to four (4) optional years thereafter.

There are three variants of WSB deployed on naval bases in the West Coast and Pacific region. They are the Port Security Barrier (PSB) (Flt-4 or Flt-5), the PSB-T, and the PSB-P.

1.1 BACKGROUND

This requirement is for labor, logistics and travel in support of the sustainment of the WSB system at various installations on the west coast of the U.S., Pearl Harbor, Guam, and Sasebo, which are hereafter called “Activities” in this specification, and are listed in Table 1. The Contractor shall sustain the WSB systems, providing all labor, design, material procurement, fabrication, shipping, staging, equipment, and overall project management to include supporting documentation (i.e. Project Execution Plan, Accident Prevention Plan, Environmental Protection Plan, cost reports, etc.).

Table 1 WSB Configurations at Different Bases

ACTIVITY LINEAR

LENGTH (FT)

TYPE(s) COMMENTS

Naval Base Kitsap- Bangor, WA Phase III

5950 PSB (Flt-4 or Flt-5)

Last Refurbishment 2010, Reconfigured System in 2020 and added 6 FLT-V PSB modules. Reconfigured south termination in 2023, removed one PSB FLT-V.

Naval Station Everett

WA

3350 PSB (Flt-4) Last refurbishment 2011

Naval Station, Bremerton, WA

7300 PSB (Flt-5) Last refurbishment 2012

Naval Magazine Indian Island, WA

5760 PSB-T Installed 2009. Refurbished in 2022.

NAVSTA 32ND St., San Diego, CA

12,600 PSB (Flt-5), PSB-P Phase 1 & 2 refurbished in 2012. Refurbished remaining 184 modules in 2013. Phase I refurbished again in 2020. 38 PSB FLT-V and 2 PSB-P added in

NAS North Island, San Diego, CA

6560 PSB-T Last refurbishment 2019

NSB Point Loma, San Diego, CA

3375 PSB-T Upgraded to PSB-T in 2011.

Refurbished in 2020.

JBPHH Pearl Harbor, HI

4280 PSB -T South string refurbished in 2021; North string last refurbished in 2015

Naval Station Guam 900 PSB (Flt-5) Last refurbishment 2022

CFE Sasebo, Japan 840 PSB-T Upgraded/ installed in 2014, Partial refurb after typhoon in

2 APPLICABLE DOCUMENTS

The following documents form a part of this SOW to the extent specified.

2.1 Military specifications: None

2.2 Military Standards:

EM 385-1-1, Safety and Health Requirements Manual

NAVFAC P-307, Management of Weight Handling Equipment

3 TASKS

This delivery order is for the sustainment of the WSB system at the Activities. For planning purposes, the Contractor shall assume that the first maintenance visit will commence June 30, 2025.

All Contractor submittals for this project shall be furnished to the Government in digital format and hard copy if requested.

Major tasks for this effort are described in the following sections.

• Quarterly or Semi-Annual Routine Maintenance.

• Emergency Repairs/Non-Routine Maintenance.

• Contractor Furnished Material (CFM).

• Full site inventory at each activity to include labeling of materials.

3.1 Routine Maintenance

The Contractor shall perform routine maintenance at all Activities specified in accordance with this SOW and the Operations and Maintenance (O&M) Manual.

Table 2 contains a summary of the proposed maintenance sequence for each Activity. Contractors shall provide in their proposals the estimated number of working days onsite and any additional time required for mobilization/demobilization days. The Contractor shall include in their proposals the number of crew and hours proposed per working day.

The Contractor shall perform routine maintenance each quarter or semi-annually for all the Activities as listed in Table 2. Prior to each Contractor visit, the delivery order COR may provide the Contractor an inspection report showing all necessary maintenance to be completed during the cycle for each Activity.

The Contractor shall adjust the number of work days at each Activity to ensure all required and listed work is performed in accordance with the inspection report.

The Contractor shall prepare and submit a draft proposed maintenance schedule with the Project Execution Plan (PEP). This schedule shall list the arrival and departure dates for each Activity.

Maintenance shall be scheduled so that each Activity has been visited no earlier than 90-days and no later than 110-days from the previous maintenance visit for quarterly sites and 180 days for semiannual sites.

The Contractor shall: 1) perform all necessary maintenance so that the system will remain fully operational at the end of each maintenance cycle; 2) inspect all system components and notify the COR if any components are likely to fail within 90 days, barring unusual circumstances. Fully operational is defined the following sections.

Ensure all laydown areas are free of garbage and vegetation growth during maintenance cycles.

Table 2 Sample Maintenance Schedule

ACTIVITY Working Days Onsite

COMMENTS

Quarterly Schedule

Naval Base Kitsap-Bangor Washington, Phase III

Naval Station Everett, Washington

Naval Station, Bremerton, Washington

Naval Magazine Indian Island, Washington

NAVSTA 32ND St San Diego, California

North Island, San Diego, California

NSB Point Loma, San Diego, California

Semi Annual Schedule

JBPHH Pearl Harbor 3

Naval Station Guam 2

CFA Sasebo, Japan 2

TOTAL 25

*Working days onsite does not include transit days in between Activities.

3.1.1 Routine Maintenance Tasks

The following tasks are designed to maintain all system components in fully operational status.

Contractors’ visits shall include the following:

3.1.1.1 Nets and Fence Assemblies.

The contractor shall perform necessary repairs/replacements so that all net and fence assemblies are in the as-built configuration, excluding net degradation from UV exposure. Typical repairs include but are not limited to replacement of damaged or missing net fasteners, nets, netting support wires, netting support nylon ropes (between modules), kayak guards, termination posts and termination lanyards, and fence posts.

3.1.1.2 Non-Latch Connectors.

The contractor shall ensure that all non-latch connectors that are broken or chains that have degraded more than 75% in thickness are replaced/repaired. Non-latch connectors include all connectors used in the various types of WSB systems including but not limited to Flanged sleeve connectors, Hinged sleeve connectors, and Back-up chains.

3.1.1.3 Latch Connectors.

The contractor shall perform necessary repairs/replacements so that all latching connectors and support hardware are fully operational per drawings and O&M manual. Typical requirements includes but are not limited to repair/replacement of latch spears, receivers, pawl assemblies, lanyard sheaves, pintle hooks, hand winches, safety and tow lines, and pelican hooks.

3.1.1.4 Navigation Lights and Signs.

The Contractor shall: 1) spot check the navigation lights to ensure they will function at night; 2) repair or replace any navigation lights that are loose or defective; 3) ensure that all navigation lights that are not working are replaced. Contractor shall replace any missing or unreadable signs.

3.1.1.5 Buoys.

The Contractor shall perform necessary repairs of mooring buoys. Typical repairs would include damaged or missing fenders, deck fittings, net extension fences, or cracks/gouges in the skin of a buoy.

3.1.1.6 Miscellaneous Repairs.

The Contractor shall perform necessary repairs or replacements including in-situ coating repairs, de-watering and patching flooded pontoons or buoys.

3.2 Emergency Repairs/Non-Routine Maintenance

The Contractor shall be required to respond onsite within 48 hours once contacted by the delivery order COR to perform work including but not limited to:

• Replacement of a mooring buoy

• Replacement of a WSB module(s)

• Repair/replacement of shore terminations

• Righting/repairing overturned barrier modules

• Other misc. tasking

The Offeror shall include brief technical approach for the two Emergency Tasks defined in the paragraphs below. The technical data will be used for evaluation and is not binding for future tasking.

Emergency Tasks:

1. The Contractor shall repair damaged mooring system at NBK Bangor, WA. The Contractor shall assume that a severe storm has caused 1 of 3 mooring legs (Leg 1) on Moorings “III-E, III-F, and III-G” to sever and drop to the sea floor. See the Appendix for the mooring drawings. The remaining intact legs are assumed to be in operational condition and will not require repairs.

The Contractor shall fabricate all new mooring components for the damaged legs, and install to the original as-built locations.

2. The Contractor shall provide storm repairs of the barrier system at CFA Sasebo, Japan. The Contractor shall assume three PSB-T units have damaged spars and net posts that cannot be reused. All components for three replacement units are within the inventory at the Activity.

Contractor shall build three new PSB-T modules from spare components. Contractor shall remove and replace the three damaged barrier units. Dispose of damaged components and store salvageable materials at the Activity. Provide a crew and boat for 7 days of additional emergency repairs to the remainder of the barrier system.

3.3 Contractor Furnished Materials (CFM)

The Contractor may be required to provide specialty material under the scope of this delivery order.

The Contractor shall verify the accuracy of any drawing numbers and quantities before fabrication begins. The Contractor shall coordinate with the delivery order COR and local activity representatives on the specific location where the material will ship and be stored.

In their proposal the Offeror shall include a brief technical approach for the CFM defined in this paragraph. The technical data will be used for evaluation and is not binding for future tasking.

The Contractor shall include a brief plan of approach for fabricating and delivering the following CFM to NAVSTA 32ND St, San Diego, California. Refer to Attachments J-1 through J-4 of the solicitation for fabrication drawings.

• 20 ea - 42’ nets; Drawing 6525717 P/N 1

• 10 ea - Chain Latch Receiver; Drawing 6525658

• 10 ea - Flanged Sleeve Connector, Urethane; Drawing 6525658

3.4 GENERAL SITE REQUIREMENTS

While deployed on-site the Contractor shall be responsible for proper storage of materials and equipment during the period of performance. The delivery order COR will assist the Contractor in establishing liaison with the base commands and personnel to insure the safe and proper stowage of materials and equipment. The Contractor shall be required to comply with all station regulations including security, fire, safety, traffic, hazardous waste disposal, emergency spill plan, heavy weather condition requirements, and the use of waterways at the Activity. Contractor vessels may be inspected by security personnel when entering the controlled waterfront areas of the Activity. Hot work permits will be required for any welding performed onboard the Activity.

3.4.1 Mobilization

The Contractor shall not mobilize to the Activity without prior approval from the delivery order COR and appropriate local authorities. The Contractor shall ensure that all visitor requests are approved with the Activity’s security office prior to arrival onsite.

The Contractor shall mobilize with the necessary equipment, watercraft, and materials to the Activity.

The Government will assist the Contractor in establishing a liaison with the necessary base Activity.

3.4.2 Laydown Area

The Government will supply a lay-down yard on the Activity, which may contain Government Furnished Material (GFM). It is the Contractor’s responsibility to ensure that all GFM is secured when the Contractor is not in the yard. The Contractor shall provide an inventory of GFM to the delivery order COR upon request.

3.4.3 Assistance from Port Operations Department

In certain cases, local Navy barrier boats may be available to assist when conducting emergent/non-routine repairs (i.e. towing WSB strings or righting overturned units). In these cases, the Contractor shall first coordinate with the delivery order COR and local port operations for possible assistance from Navy assets. For bidding purposes the Contractor shall assume the Navy boat support is not available.

3.5 Material Handling

The Contractor shall provide all material handling and equipment necessary to perform the work described in this SOW.

3.6 Material Transportation

The Contractor shall provide transportation to the site for all materials and equipment required to perform maintenance work listed in this SOW. Materials and equipment procured by the Contractor shall be pre-planned (as much as possible) by the Contractor and listed in the Project Execution Plan (PEP). All wood i.e. crates and dunnage, being shipped internationally or to Guam must have an ISPM 15 stamp.

3.7 Crane Inspection and Safety

All cranes, both land and floating are required to be inspected by the Activity’s Navy Crane Center representative prior to commencing work onsite. All cranes must comply with the requirements of the Navy Regulations NAVFAC P-307. Information about the proposed work crane shall be submitted to the COR. Rigging or lift straps must be certified and inspected. It is to the Contractor’s advantage to have any cranes, overhead winches or rigging inspected prior to mobilization, since this allows the crane owner to make any necessary repairs to avoid rejection at the work site. The COR will coordinate with the Contractor and the Activity to have the crane inspected before arrival onsite.

NOTE – any crane lifts of aged mooring gear including wire rope, chain, anchors, sinkers or clumps that have connection bails of questionable strength shall be considered ‘moderate risk’ per P-307, and treated accordingly.

The Contractor shall exercise extreme caution when lifting any mooring component. It is highly recommended that a back-up mechanical chain capture device be used during crane barge operations.

All lift plans shall be reviewed and approved by the Government with regards to safety and technical approach. This shall include a detailed procedure printed in the project execution plan (PEP), for lifting, transferring and deployment of anchors.

3.8 Personnel Contact Information

While on site, the Contractor shall provide emergency contact information for all key personnel and a list of all personnel working on the project to the Activity’s security offices. The Contractor may also be required to provide to the Activity’s security office a list of employees’ names, social security numbers and citizenship for all personnel requiring access to the project site.

3.9 Demobilization

Upon completion of all on-site work, the Contractor shall ensure all equipment and materials are stored neatly at the Activity, as specified by the delivery order COR or the on-site representative. All work areas will be cleaned of debris and left in an as-found condition.

3.10 Project Management

The Contractor shall provide overall project management, including project planning, scheduling, and coordination with Government and shipping agencies, to include tracking material shipments and cost reporting. The Contractor shall be responsible for selecting, managing and coordinating local marine contractors and local material and equipment suppliers.

3.10.1 Managing Field Operations

The Contractor shall be responsible for managing and coordinating field operations, to include coordination with Navy departmental managers at the Activity, ensuring all operations are conducted according to base operating procedures. Relevant departments include: Port Operations, Security, Fire, Safety, Environmental, and Public Works. The delivery order COR will assist with this coordination. The Contractor shall monitor field operations to insure that work is conducted in accordance with established government procedures for safety and handling of hazardous materials. While on site the Contractor shall assign a competent and qualified Site Safety and Health Officer (SSHO) per the EM385- 1-1. The Marine Construction Supervisor MAY also act as the SSHO if so qualified.

3.10.2 Initial Site Visit

For planning purposes, the Contractor shall assume that the delivery order COR will accompany the Contractor on the first quarterly inspection. The Contractor shall coordinate with the COR for this site visit. During the site visit the Contractor will have the opportunity to inspect all job sites and assembly/installation locations. The Contractor will be able to discuss detail planning issues with Activity managers.

3.11 Plans, Reports, and Submittals

3.11.1 Project Execution Plan (PEP)

The Contractor shall prepare a PEP. The plan shall identify the subcontractors, material, equipment, and planned schedules for executing the work at the Activity. The PEP shall also contain:

1. Bill of materials;

2. Material & Equipment delivery execution schedule; (as applicable)

3. Subcontractor Management Plan with selected subcontractors who will be providing project support;

4. Procedures for compliance with the most recent version of EM 385-1-1 and P-307 (as applicable);

5. Welder certifications and welding inspection procedure (as applicable);

6. Material Certifications (as applicable);

7. Material packing procedures to include material arrangements in containers and or dunnage and tie-down requirements for shipping (as applicable)

The PEP establishes the responsibilities of the participating organizations and provides the guidelines and procedures to be followed during the accomplishment of the work. The Contractor shall submit a draft copy 45 days prior to the start of onsite work. Final copy shall be submitted 30 days prior to the start of work. The Contractors schedule for onsite work shall be de-conflicted with the Activity operations in advance. The Government will review the plan within 3 working days and provide feedback to the Contractor.

3.11.2 Accident Prevention Plan (APP)

The Contractor shall submit an Accident Prevention Plan (APP) prior to commencing on-site work. The work under this contract is potentially hazardous. The plan shall meet the minimum basic requirements, as specified in Appendix A of the EM385-1-1. The plan shall identify the person(s) who shall serve as the SSHO and detail their qualifications as required by the EM385-1-1. The plan shall comply with the latest editions of CFR29, Army COE EM385-1-1 and NAVFAC P-307 for crane activity, to include safety requirements while conducting land and water-based operations. The plan shall also address procedures for safely lifting barrier and mooring components of unknown condition, and list emergency telephone numbers in the event a worker is injured on the job. Procedures for transportation of injured personnel to the nearest hospital shall be defined. Work cannot proceed until the Accident Prevention Plan has been accepted by the Government. The Contractor shall meet in conference with the Government Representative to discuss and develop mutual understandings relative to the safety requirements of Federal, State and local laws, rules, and regulations.

The Contractor shall submit OSHA Form 101 or 200 or other forms that contain the same information, within 6 calendar days of an accident. This shall be done for each recordable occupational injury or illness (first aid cases are not recordable), lost time accident or property damage of $1,000 or more.

Notify the Contracting Officer immediately by telephone of any fatalities, major accidents resulting in a disabling injury, or property damage/material losses over $100,000 for each accident.

The Contractor shall conduct a daily safety briefing for all project personnel prior to the commencement of each day’s activities.

The Contractor shall submit a draft copy of the APP no later than 30 days after period of performance (POP) start date for comment. Final copy shall be submitted 45 days after POP start date. Work cannot proceed until the APP has been accepted by the Government.

3.11.3 Environmental Protection Plan (EPP)

The Contractor shall submit an environmental protection plan (EPP). The plan shall address environmental protection requirements while conducting land and water-based operations. Work cannot proceed until the EPP has been accepted by the Government.

The environmental plan shall address the following:

1. Required permits and certifications;

2. Contingency plan for recovery of spilled materials;

3. Disposal of hazardous waste.

The Contractor shall include in the EPP a section entitled Hazardous Waste (HW) Plan. The HW Plan shall identify the procedures for tracking hazardous waste, whether brought to the work site or generated at the work site. This shall include a list of the hazardous materials planned for use at the site and the plans and procedures for which the hazardous materials will be used, labeled, stored and disposed.

The Contractor shall include a discussion on the procedures for spill response of each hazardous waste identified. The EPP shall include as an appendix all Safety Data Sheets (SDS’s) for all identified hazardous waste. A copy of the EPP shall be present at the project site at all times.

In accordance with Navy hazardous waste minimization regulations, the Contractor shall substitute materials whenever possible to reduce the generation of HW and include a statement to that effect in the EPP. If permits are required for this project, the Government will obtain and provide installation permits or a finding of categorical exclusion (i.e. CATEX) for this project to the Contractor.

The Contractor shall submit a draft copy of the EPP no later than 30 days after POP start date for comment. Final copy shall be submitted 45 days after POP start date. Work cannot proceed until the EPP has been accepted by the Government.

3.11.4 Maintenance Reports

The Contractor shall submit maintenance reports: quarterly, semiannual, and at the completion of any Emergency/Non-Routine maintenance event as applicable. These reports shall detail any routine maintenance performed each quarter at each Activity, and describe any emergency or non-routine maintenance performed under the delivery order.

The reports shall contain an accurate description of the work accomplished, the personnel onsite, working hours, weather, and photo documentation. The reports shall also include any work not completed, reasons why, as well as any potential issues that may affect the outcome of the maintenance visit. The reports shall include the sum of labor hours worked in the field by Contractor and subcontractor personnel during the reporting period.

3.11.4.1 Quarterly Routine/ Semiannual Maintenance Reports. The routine maintenance reports shall be e-mailed to the delivery order COR within 7-working days after completion of the quarterly maintenance. In addition to the report, the Contractor shall include an updated inventory of GFM at each Activity. The inventory shall be submitted electronically as a Microsoft Excel file.

3.11.4.2 Emergency/ Non-Routine Maintenance Action Report. The Emergency/Non-Routine Maintenance Action Report shall be e-mailed to the delivery order COR within 3-working days after completion of work.

3.11.5 Contractor’s Payment Invoices (Information Copy)

The Contractor shall provide one complete copy of each invoice submitted by the Contractor to the Government for payment. The copy shall be provided to the delivery order COR for his/her review and reconciliation with the Contractor’s actual payment invoice. The complete copy shall contain all back-up and supporting documentation detailed labor information, subcontracting costs, travel, material purchases and other direct cost’s billed to the delivery order for all invoiced items. The copy shall be submitted 5-working days prior of the actual invoice submittal.

3.11.6 As-Built Documentation

The Contractor shall submit as-built drawings of any fabricated components or any site configuration changes that are either unique to this Delivery Order or have deviations from the design drawings and/or configuration matrix. All site drawings changes shall be geo-referenced. All drawings shall be delivered in AutoCAD 2016 format.

3.11.7 Material Tests and Certifications

The Contractor shall provide material certifications documenting materials delivered to the Government. Results of Non-destructive testing (NDT) shall be documented for all components that require testing. Such certifications are required prior to use or installation.

4 GOVERNMENT FURNISHED EQUIPMENT AND INFORMATION

The Contractor shall ensure all GFM and GFE are properly stored and inventoried during each quarterly visit. The Contractor shall inventory GFM for each Activity prior to the commencement of work.

Table 3 lists the GFI that will be provided under this delivery order.

Table 3 Government Furnished Equipment, Material and Information

GFI Government Furnished Information

1 As-Built Drawings, (provided electronically upon request)

2 CFM Design Drawings (provided electronically upon request)

Operations and Maintenance Manual (provided electronically upon request)

5 CONTRACT DATA REQUIREMENTS LIST (CDRL)

Data deliverables and data delivery dates are summarized in Table 4.

Table 4 Contract Data Requirements List (CDRL)

CDRL Deliverable Item

SOW

Paragraph Due Date

A001 Project Execution Plan 3.11.1 Draft: 45 days prior to site work

Final: 30 days prior to site work

A002 Action Prevention Plan 3.11.2 Draft: 30 days after POP start

Final: 45 days after POP start

A003 Environmental Protection Plan 3.11.3 Draft: 30 days after POP start

Final: 45 days after POP start

A004 Maintenance Reports 3.11.4

Routine: Quarterly-7 days after completion of trip.

Non-Routine: As required- 3 days after completion of work.

A005 Contractor’s Payment Invoices (Information Copy)

3.11.5 5 days prior of actual submittal by Contractor.

A006 As-Built Documentation 3.11.6

The Contractor shall submit as-built drawings of fabricated components or any site configuration changes that are either unique to this Delivery Order or have deviations from the design drawings and/or configuration matrix. Contractor shall submit prior to project close out.

A007 Material Tests and Certifications

3.11.7 Prior to use or installation.

6 SECURITY

The Contractor will not require access to classified documents or classified areas. Documents under this delivery order shall not contain classified information. However, any reports or documentation resulting from this contract cannot be distributed without formal approval from the Naval Sea Systems Command.

7 PERIOD OF PERFORMANCE

BASE YEAR 1: The expected basic period of performance for this delivery order is 365 calendar days after award.

OPTION 1 YEAR 2: The expected Option 1 period of performance for this delivery order is 365 calendar days after the Basic period expires.

OPTION 2 YEAR 3: The expected Option 2 period of performance for this delivery order is 365 calendar days after the Option 1 period expires.

OPTION 3 YEAR 4: The expected Option 3 period of performance for this delivery order is 365 calendar days after the Option 2 period expires.

OPTION 4 YEAR 5: The expected Option 4 period of performance for this delivery order is 365 calendar days after the Option 3 period expires.

8 POINTS OF CONTACT

Government Contracting Office points of contact include the Contracting Officer and Contracts Specialist.

Government technical points of contact include the Contracting Officer’s Representative (COR) and Delivery Order Contracting Officer’s Representative.

9 QUALITY ASSURANCE

The Contractor is responsible for the quality of all work performed under the resulting delivery order (including subcontracted work). This includes responsibility for administering an internal quality control plan, administering self-inspections, and reporting on these elements. The below table “Requirements Summary”, outlines the standards, acceptable quality levels (AQLs), and methods of surveillance the Government will use to conduct quality assurance.

The Government is responsible for conducting the verification elements cited in the methods of surveillance column of the Requirements Summary to determine whether the Contractor has met the stated standards and AQLs. If the Contractor has not met the minimum requirements, the Contractor may be asked to develop a corrective action plan to show how and by what date it intends to bring performance up to the required levels.

Changes to standards, AQLs, and methods of surveillance will be incorporated via contract modification at the discretion of the contracting officer. Table 5 provides a requirements summary.

Table 5: Requirements Summary

Requirements Standards Acceptable

Quality Levels

Methods of Surveillance

Incentive (Positive and/or

Negative)

(Impact on Contractor Payments)

Submit On Site Status Reports

100% of reports accurately depict current status

Pass/Fail

File reviews, periodic inspections, and random, observations, customer complaints

CPARS Review

Administer quality control program including subcontractor management in accordance with QCP

Contractor is in compliance with QCP 97% of the time

Pass/Fail File reviews, periodic inspections, and random, observations, customer complaints

CPARS Review

Material and Workmanship Submittals

Contractor in compliance with

SOW

Pass/Fail Submittal Review CPARS Review

Draft Safety, Environmental, and Project Execution Plans

Contractor in compliance with

SOW

Pass/Fail Report Review CPARS Review

Final Safety, Environmental, and Project Execution Plans

Comments implemented as noted by reviewer

Pass/Fail Report Review CPARS Review

The Contractor shall comply with notification requirements in the Limitation of Cost Clause of FAR 52.232-20 (b) and (c)

Provide on-time notice, in writing

100% Government receipt of notification

CPARS

assessment

APPENDIX: Mooring Design Drawings for Emergency Task

1 GENERAL
1.1 BACKGROUND
2 APPLICABLE DOCUMENTS
2.1 Military specifications: None
2.2 Military Standards:
3 TASKS
3.1 Routine Maintenance
3.1.1 Routine Maintenance Tasks
3.2 Emergency Repairs/Non-Routine Maintenance
3.3 Contractor Furnished Materials (CFM)
3.4 GENERAL SITE REQUIREMENTS
3.4.1 Mobilization
3.4.2 Laydown Area
3.4.3 Assistance from Port Operations Department
3.5 Material Handling
3.6 Material Transportation
3.7 Crane Inspection and Safety
3.8 Personnel Contact Information
3.9 Demobilization
3.10 Project Management
3.10.1 Managing Field Operations
3.10.2 Initial Site Visit
3.11 Plans, Reports, and Submittals
3.11.1 Project Execution Plan (PEP)
3.11.2 Accident Prevention Plan (APP)
3.11.3 Environmental Protection Plan (EPP)
3.11.4 Maintenance Reports
3.11.5 Contractor’s Payment Invoices (Information Copy)
3.11.6 As-Built Documentation
3.11.7 Material Tests and Certifications
4 GOVERNMENT FURNISHED EQUIPMENT AND INFORMATION
5 CONTRACT DATA REQUIREMENTS LIST (CDRL)
6 SECURITY
7 PERIOD OF PERFORMANCE
8 POINTS OF CONTACT
9 QUALITY ASSURANCE

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