PERFORMANCE WORK STATEMENT (PWS)

Wire Rope Replacement on Portal Crane 83 and 85

PART 1

GENERAL INFORMATION

1. GENERAL: This is a non-personal services contract to replace the wire rope on all of the hoists on Craft Ward Leonard portal cranes 83 & 85. The Government shall not exercise direct supervision or control over any contractor employees. Notwithstanding, contractor shall ensure employees comply with all requirements of this Performance Work Statement (PWS) and contract.

1.1 Description of Services/Introduction: The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform the replacement of wire rope on Craft Ward Leonard portal cranes 83 & 85 as defined in this Performance Work Statement except for those items specified as government furnished property and services. The contractor shall perform to the standards in this contract.

1.2 Background: This Statement of Work (SOW) outlines the requirements for the replacement of the whip, main, and luffing hoist wire ropes for Craft Ward Leonard portal cranes 83 & 85 located at Naval Base Kitsap, Bangor, Delta Pier. The condition of cranes 83 & 85 are fully operational working cranes. The Contractor shall furnish all materials, labor, supervision, management, tools, equipment, and transportation necessary to perform the services described herein

1.3 Objectives: The primary objective is to safely replace the whip, main, and luffing hoist wire ropes for portal cranes 83 & 85 on site at Naval Base Kitsap, Bangor, Delta Pier to ensure they are fully functional and in normal working condition.

1.4 Scope: Services include removal & disposal, and installation of new wire rope on all of the hoists on Craft Ward Leonard cranes 83 & 85 at TRF Bangor Delta pier. The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform the replacement of wire rope on Craft Ward Leonard portal cranes 83 & 85 .

1.5 Period of Performance: The work shall be completed within 330 calendar days from the issuance date of the task order.

1.6 Quality Control: The contractor shall develop, implement, and maintain an effective Quality Control Plan (QCP) to ensure services are performed in accordance with this PWS. The contractor’s quality control program is the means by which it ensures its work complies with all contract requirements. The QCP shall be a comprehensive document that details the procedures to identify, prevent, and ensure non-recurrence of defective services.

A comprehensive written QCP shall be submitted to the Contracting Officer (KO) and Contracting Officer's Representative (COR) for review and acceptance within 30 calendar days after contract award. Work shall not commence until the QCP is formally accepted by the Government. After acceptance of the QCP, the contractor shall receive the Contracting Officer’s acceptance in writing for any proposed changes to its QC system.

At a minimum, the Quality Control Plan must describe the contractor's approach for:

• Inspection of Work: A detailed schedule of all inspections to be performed, from material receipt to final testing. This must include, at a minimum:

• Receiving inspection for all new materials (wire ropes, sockets, hardware).

• Verification of all material certifications against PWS requirements.

• Inspection of hoist sheaves and drums after cleaning and before new rope installation.

• In-process checks during wire rope installation to prevent damage.

• Final inspection of the completed installation, including lubrication and tensioning verification.

• Deficiency Identification and Correction: A systematic process for identifying and documenting any work that does not conform to the PWS. This process must include procedures for immediate corrective action to remedy the deficiency and preventive action to avoid its recurrence.

• Stop-Work Authority: Identification of the contractor personnel who are authorized and responsible for stopping any work that does not meet the requirements of the PWS or poses a safety risk.

• Record-Keeping: A plan for maintaining records of all quality control inspections, tests, and corrective actions taken throughout the period of performance. These records shall be made available to the Government upon request.

Hours of Operation (Section 1.7.2): The specific business hours for performance are missing. The placeholder [Insert the appropriate hours for your organization] needs to be replaced with the actual times.

1.6.1 Quality Assurance: The government shall evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan. This plan is primarily focused on what the Government must do to ensure that the contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and the minimum acceptable defect rate(s).

1.7 Location:

1.7.1 Place of Performance: The work to be performed under this contract will be performed at TRF Bangor on Delta Pier.

1.7.2 Hours of Operation: The contractor is responsible for conducting business between the hours of 0700 and 1600 Pacific Time, Monday through Friday, except on Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government-directed facility closings. Any work to be performed outside these core hours must be requested in writing at least 48 hours in advance and approved by the Contracting Officer's Representative (COR).

For other than firm fixed price contracts, the contractor will not be reimbursed when the government facility is closed for the above reasons. The Contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS when the Government facility is not closed for the above reasons. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the workforce are essential.

1.7.3 Recognized Holidays: Contractor is not required to perform services on federal holidays. The list of current federal holidays can be found here: https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/ https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/ https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/

In addition to the above listed holidays, Puget Sound Naval Shipyard is normally closed for all except necessary services during the week between Christmas Day and New Year's Day (curtailment). Necessary services/ frequencies for various facilities are noted on the detail sheets and work contracted for shall be performed during this period unless otherwise directed by the Contracting Officer. Exact number of closure days may vary from year to year. Actual requirements will be determined in advance of the closure. On site work performed by the Contractor for the Contractor's convenience during this time must also be specifically requested by the Contractor in writing and approved by the Contracting Officer in advance.

1.8 Security Requirements: The work performed under this contract is unclassified. However, all contractor personnel requiring access to Naval Base Kitsap must be U.S. citizens and must be able to obtain and maintain eligibility for unescorted access to the installation.

Contractor personnel performing work under this contract must successfully pass a background check as required for the issuance of a Defense Biometric Identification System (DBIDS) card or other required base access credential. The contractor shall be responsible for submitting all necessary paperwork for their employees in a timely manner as directed by the government's security office.

Contractor Employees, in order to gain access to the government facility identified in paragraph 1.7.1 to perform work under this contract, shall comply with all current and future Badging and Access Requirements for Naval Base Kitsap. The contractor shall ensure that all employees are aware of and comply with all installation security regulations.

Contractor Employees, in order to gain access to the government facility identified in paragraph 1.7.1 to perform work under this contract, shall comply with the Badging and Access Requirements Attachment to the solicitation/contract.

1.8.1 Physical Security: The contractor shall be responsible for safeguarding all government equipment, information and property provided for contractor use. At the close of each work period, government facilities, equipment, and materials shall be secured.

1.9 Special Qualifications: [The Contractor is responsible for ensuring all personnel performing work under this contract possess the skills, training, and qualifications necessary to execute the tasks safely and competently. The following qualifications are mandatory:

• Qualified Rigger: All contractor personnel engaged in rigging activities, including the handling, connecting, and disconnecting of loads and wire ropes, shall be certified as a "Qualified Rigger" in accordance with the requirements of NAVFAC P-307, Management of Weight Handling Equipment. The lead rigger assigned to the project must have a minimum of five (5) years of documented experience in heavy rigging and crane maintenance operations.

• On-Site Supervisor Experience: The contractor's on-site supervisor (whether the Contract Manager or a designated foreman) shall possess a minimum of seven (7) years of experience managing and supervising projects of similar scope and complexity, specifically involving heavy crane maintenance, repair, and wire rope replacement.

The Contractor shall maintain records of all employee qualifications and certifications and shall provide proof of these qualifications to the Contracting Officer's Representative (COR) upon request prior to the start of on-site work.

1.10 Post Award Conference/Periodic Progress Meetings: The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with FAR Subpart 42.5. The contracting officer, Contracting Officers Representative (COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance.

Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.11 Contracting Officer Representative (COR): The COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract; perform inspections necessary in connection with contract performance; maintain written and oral communications with the Contractor concerning technical aspects of the contract; issue written interpretations of technical requirements, including Government drawings, designs, specifications; monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies; coordinate availability of government furnished property, and provide site entry of Contractor personnel.

The COR is NOT authorized to change any of the terms and conditions of this contract. Only the warranted Contracting Officer is authorized to make modifications/changes to the terms and conditions of this contract. If the Contractor believes any Government personnel has effectively issued a change resulting in a change in effort and price/cost of the contract, the Contractor shall immediately notify the Contracting Officer in writing.

CORS:

PRIMARY TBD ALTERNATE (If applicable).

Government Technical Points of Contact (TPOC): The TPOC(s) monitor all technical aspects of the contract and assists in contract administration. The TPOC is authorized to perform the following functions:

assure that the Contractor performs the technical requirements of the contract; perform inspections necessary in connection with contract performance; maintain written and oral communications with the Contractor concerning technical aspects of the contract; issue written interpretations of technical requirements, including Government drawings, designs, specifications; monitor Contractor's performance and notify both the Contracting Officer and Contractor of any deficiencies; coordinate availability of Government furnished property; and provide site entry of Contractor personnel.

The TPOC(s) are NOT authorized to change any of the terms and conditions of this contract. Only the warranted Contracting Officer is authorized to make modifications/changes to the terms and conditions of this contract. If the Contractor believes any Government personnel has effectively issued a change resulting in a change in effort and price/cost of the contract, the Contractor shall immediately notify the Contracting Officer in writing.

TPOCS:

PRIMARY - TBD

1.12 Contract Manager: The contractor shall provide a contract manager who shall be responsible for the performance of the work. The name of this person and an alternate who shall act for the contractor when the manager is absent shall be designated in writing to the contracting officer. The contract manager or alternate shall have full authority to act for the contractor on all contract matters relating to execution of this contract.

1.12.1 Identification of Contractor Employees: All contractor personnel working in situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression that they are Government officials. All contractor personnel on a government installation will be required to obtain and wear badges in the performance of this contract.

PART 2

DEFINITIONS & ACRONYMS

2. DEFINITIONS AND ACRONYMS:

2.1. COMMON DEFINITIONS: Per Clause 52.212-4(e), clause 52.202-1 is incorporated by reference to this contract.

2.2 SPECIAL DEFINITIONS:

• ASME: American Society of Mechanical Engineers

• ASTM: American Society for Testing and Materials

• COR: Contracting Officer's Representative - The government official responsible for the technical administration of the contract.

• DBIDS: Defense Biometric Identification System - The system used for managing personnel access to the naval installation.

• EIPS: Extra Improved Plow Steel - A strength grade for steel wire rope.

• IWRC: Independent Wire Rope Core - A type of core in a wire rope that provides strength and resistance to crushing.

• KO: Contracting Officer - The sole government official authorized to enter into, administer, or terminate contracts and make related determinations and findings.

• LRL: Left Regular Lay - A direction of wire rope lay where the strands are laid in a left-hand direction.

• NAVFAC: Naval Facilities Engineering Systems Command.

• NSTM: Naval Ships' Technical Manual.

• OEM: Original Equipment Manufacturer.

• PWS: Performance Work Statement - This document.

• QCP: Quality Control Plan - The contractor's written plan for ensuring its work complies with the contract requirements.

• Qualified Rigger: A rigger who meets the criteria defined in NAVFAC P-307.

• RRL: Right Regular Lay - A direction of wire rope lay where the strands are laid in a right-hand direction.

• TPOC: Technical Point of Contact - A government representative who assists the COR in monitoring technical aspects of the contract.

• TRF: Trident Refit Facility.

PART 3

GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, AND SERVICES

3. GOVERNMENT FURNISHED ITEMS AND SERVICES:

3.1. Services: The Government will provide:

• A minimum crane team (Operator, Signaler, Crane Walker) to support crane operations during the replacement.

• On-site observance of the contractor's performance and required inspections.

• Invalidation and validation of hoist limit switches as required.

PART 4

CONTRACTOR FURNISHED ITEMS AND SERVICES

4. CONTRACTOR FURNISHED ITEMS AND RESPONSIBILITIES:

4.1 General: The Contractor shall furnish all supplies, equipment, materials, facilities and services required to perform work under this contract that are not listed under Section 3 of this PWS.

4.2. Materials: The Contractor shall provide all materials and services as specified in section 5 of this

PWS.

4.3. Equipment: The Contractor shall furnish all equipment to conduct the wire rope replacement ie. aerial work platforms, forklifts, wire rope spoolers, boom stands, crane services, rigging equipment, etc. The contractor shall conduct a pre-job site visit to identify work areas, crane configuration, laydown areas, required equipment, in support of creating a work plan. The contractor will coordinate with the government on identifying what equipment will be on Delta pier and the location that the equipment will be stored during the performance of the services as specified in section 5 of this PWS.

PART 5

SPECIFIC TASKS

5. SPECIFIC TASKS:

5.1. Basic Services: The contractor shall provide services for replacing the wire rope on the whip, main, and boom hoists on portal cranes 83 & 85. The Contractor’s work shall include, but is not limited to, the following:

• Pre-job site visit: The contractor will conduct a pre-job site visit to identify work areas, crane configuration, laydown areas, required equipment, in support of creating a work plan.

• Materials: The contractor is responsible for procuring the materials in the specifications to conduct the wire rope replacements.

• Wire Rope: Procure new wire ropes that conform to the provided specifications shall be provided by the contractor. The wire rope breaking strength certificates and socket fracture testing certificates.

• Hardware: The necessary replacement clamp bolts, lock plates, and washers. Fasteners shall be appropriately torqued per drawing.

• MATERIALS

WIRE ROPES:

Hoist wire ropes shall be improved, extra-improved, or extra-extra-improved plow steel (or appropriate ISO grades), bright uncoated (hot-dip galvanized is not permitted), pre-formed, regular lay, with an independent wire rope, wire strand, or otherwise, steel core.

Whip hoist:

42mm Dia, 35x7, Bright, Compacted, EIP/Grade 1960, RRL, IWRC, Minimum Breaking Strength of 350,000 lbs, 650’ long (Bridon Dyform 34LR or Equivalent)

Boom hoist:

1-5/8" Dia, 6x41, Bright, Preformed, EIPS, RRL, IWRC, WS, Minimum Breaking Strength of 264,000 lbs, 1575’ long

Main hoist:

1-5/8" Dia, 6x41, Bright, Preformed, EIPS, RRL, IWRC, WS, Minimum Breaking Strength of 264,000 lbs, 775’ long 1-5/8" Dia, 6x41, Bright, Preformed, EIPS, LRL, IWRC, WS, Minimum Breaking Strength of 264,000 lbs, 775’ long

MISC:

1-5/8" Open Spelter Socket, qty 3 1-5/8" Wire Rope Clip, qty 2 1"-8 Heavy Hex Head Screw, 8" Length, SAE Grade 5, qty 4 1"-8 Castellated Locknut, SAE Grade 5, qty 4

Notes:

1. Contractor to use preferred method according to job plan. However a welded becket link (pulling eye) is recommended.

2. Length tolerance on same size RRL and LRL ropes is +1%, -0% to be matched within 1.0 feet of each other, centerline pine to end of rope.

3. Poured fittings may be made with molten zinc or resin socketing material approved by Naval Ships Technical Manual (NSTM) S9086-UU-STM-010 Chapter 613.

4. Cast Sockets shall have Certification meeting the following requirement: Mild to Medium carbon steel shall conform to ASTM A27 with a fracture toughness requirement of 15 ft-lb minimum at 10 °F when tested in accordance with ASTM A370. High strength steel casting shall conform to ASTM A148, Grade 80-40, 80-50, 90-60 with a fracture toughness requirement of 30 ft-lb minimum at 10 °F when tested in accordance with ASTM A370. Fracture toughness testing shall be performed using sockets from the same lot.

5. Materials are listed on a per crane basis.

• Pre-inspection: The contractor is responsible for conducting an inspection of the new wire ropes, sockets, and materials. The contractor shall provide a pre-inspection report on the new that will require government approval prior to use.

• Procedures: All work shall be performed in accordance with the procedures outlined in the approved Work Plan, OEM manuals, and relevant safety regulations, and NAVFAC P-307. Work plans will be required for the following:

• Method of connecting existing wire rope to new wire rope:

The method of connecting the wire rope shall have appropriate working load limits, sufficient gripping force and be a safe method. No damage shall be caused to sheaves, rollers, wire rope guides, drum or the new wire rope while the connection is passing through the reeving route.

The connection method shall use cable grips and messenger wire. Wire ropes connecting by welding work shall prohibit in principle if the wire rope manufacturer cannot approve in writing that it will not affect the new wire rope. Any damage to government property caused by contractor negligence or improper execution of work shall be repaired or replaced solely at the contractors expense.

• Adjustment of wire rope position and twisted hook block position:

It is possible to have misalignment to the hook block and hook block after wire rope installation, tensioning work and load test by Government side. The Contractor shall correct hook block misalignment of greater than 5 degrees out of level from the center of the equalizer bar, and twisted hook block of greater than 2 degree from center line of crane. Standard measuring position is near the ground level at normal crane parking position.

• Removal/Disposal: Safe removal and disposal of existing whip, main, and luffing hoist wire rope assemblies.

• Installation: Installation of new, wire ropes according to the provided specifications and the reeving diagrams provided in the contract attachments.

• Cleaning and Inspection: Thorough cleaning and removal of grease from all hoist sheaves and drums following existing wire rope removal and before reinstalling the new wire rope. The Contractor shall inspect sheaves and drums for any burrs or raised metal and perform hand work to correct any deficiencies. Government personnel will inspect sheaves and drums following Contractor cleaning and any hand work required.

• Corrosion Prevention: Application of corrosion protection and coating to all removed parts, newly replaced components, and hoist drums as specified. Upon completion of installation work, the Contractor shall apply touch-up paint to any damaged surfaces. Both primer and topcoat shall be required.

• Wire Rope Lubrication: The Contractor shall apply lubricant to the new wire rope and on the hoist drum surfaces. The lubricant to be used (Fiske’s 122 Wire Rope Dressing) shall be provided by the Contractor

• Tensioning: Performance of wire rope tensioning work to ensure the rope is securely installed on the drum. The tensioning load shall be between 2% and 5% of the rope's nominal breaking load.

Testing and Final Inspection: The work will conclude with a final inspection and a load test conducted by the Government to verify that the wire ropes have been properly replaced and the crane is operating safely and correctly.

PART 6

APPLICABLE PUBLICATIONS

ASME B30.30

ASTM A1023

ISO 4309

NAVCRANE INST 11450.2A

NAVFAC P-307

NSTM S9086-UU-STM-010

6. APPLICABLE PUBLICATIONS (CURRENT EDITIONS):

6.1. The Contractor must abide by all applicable regulations, publications, manuals, and local policies and procedures.

PART 7

ATTACHMENT/TECHNICAL EXHIBIT LISTING

7. ATTACHMENT/TECHNICAL EXHIBIT LIST:

7.1 Technical Exhibit 1 – Performance Requirements Summary:

7.2. Technical Exhibit 2 – Deliverables Schedule:

TECHNICAL EXHIBIT 1

Performance Requirements Summary

The contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

Performance Objective (The Service required—usually a shall statement)

Standard Performance Threshold (This is the maximum error rate. It could possibly be “Zero deviation from standard”)

Method of Surveillance

PRS # 1.

Contractor shall submit all required plans, procedures, and material certifications for government approval.

(PWS Para 5.1)

All submitted documents (Work Plan, Pre-inspection Report, material certificates) must be complete, accurate, and receive government approval before the start of physical work.

100% of required documents must be approved before commencing related work.

Zero deviation from standard.

COR/TPOC review and written acceptance of each deliverable.

PRS # 2

Contractor shall clean sheaves/drums and correct any surface deficiencies.

(PWS Para 5.1)

Hoist sheaves and drums shall be thoroughly cleaned of all old grease and inspected. Any identified burrs or raised metal must be corrected by hand work.

Drums and sheaves must be 100% free of defects prior to the government's final inspection and before new rope installation.

100% visual inspection by Government personnel (COR/TPOC) after contractor cleaning is complete.

PRS # 3

Contractor shall install new wire rope assemblies. (PWS Para 5.1)

New wire ropes shall be installed without damage to the rope or crane components, according to the approved Work Plan and reeving diagrams.

Zero damage to wire rope, sheaves, drums, or other government property.

Installation must fully comply with the approved procedure.

Periodic surveillance during the installation process and 100% final inspection by the

COR/TPOC.

PRS # 4

Contractor shall apply lubrication and perform rope tensioning. (PWS Para 5.1)

Lubricant shall be applied, and wire rope tensioning shall be performed to the specifications in the PWS (tension load between 2% and 5% of rope's nominal breaking load).

100% compliance with lubrication and tensioning requirements. No deviation from the specified tensioning load range.

Direct observation by COR/TPOC and review of contractor's tensioning records/procedure.

Random Sampling: Appropriate for frequently recurring tasks. Evaluate randomly selected samples of the lot to determine the acceptability of the entire lot.

Random Inspection Guide, Method of surveillance, Lot size, Sample size, Performance requirement, Sampling procedure, Inspection procedure 100 Percent Inspection: Appropriate for tasks that occur infrequently. Inspect and evaluate performance each time task is performed Periodic Surveillance: Evaluation of samples selected on other than 100% or statistically random basis. (i.e., monthly, quarterly, semi-annually etc.)

Validated Customer Complaint: Complaints must be validated.

NOTE: YOU MAY ALSO IDENTIFY ANY SURVEILLANCE METHOD USED IN THE COMMERCIAL

MARKET TO SURVEY THE REQUIRED SERVICE. (THIS WILL BE DISCOVERED WHEN MARKET

RESEARCH IS CONDUCTED).

TECHNICAL EXHIBIT 2

Deliverables Schedule

Deliverable Frequency # of Copies Medium/Format Submit To Contract Manager & Alternate Designation (PWS Para 1.12)

Within 10 calendar days after contract award.

1 Electronic copy via Email

CONTRACTING

OFFICER (KO) AND

CONTRACTING

OFFICER'S

REPRESENTATIVE

(COR)

Quality Control Plan (QCP) (PWS Para 1.6)

Within 30 calendar days after contract award.

1 Electronic copy (PDF or MS Word)

KO and COR

Comprehensive Work Plan (PWS Para 5.1)

No later than 30 days prior to the planned start of on-site work.

1 Electronic copy (PDF or MS Word)

COR for review and approval.

Material Certifications (Wire Rope Breaking Strength & Socket Fracture Test Certificates) (PWS Para 5.1)

Submitted with the Pre-Inspection Report, prior to material use.

1 Electronic copy (PDF Scans of Originals)

COR

Pre-Inspection Report (New Materials) (PWS Para 5.1)

A minimum of 15 days prior to the planned start of on-site work.

1 Electronic copy (PDF or MS Word)

COR for approval.

Final Inspection & Tensioning Report (PWS Para 5.1)

Within 5 working days after completion of installation and tensioning.

1 Electronic copy (PDF or MS Word)

COR