A5 N4523A25R6007 YTT-10 SOW DRAFT.pdf

YTT-10 BATTLE POINT

COVER SHEET – STATEMENT OF WORK (SOW)

N4523A25R6007

SOLICITATION COPY

Date Prepared:

Version: 042225 December 13, 2024

ERRATA One:

24 June 2008

DRAFT

Table of Contents

Paragraph / Section Page Number

1.0 GENERAL REQUIREMENTS

1.1 Vessel Characteristics 5

1.2 Scope Overview 5/6

1.3 Definitions 6/7

1.4 Arrival Conference 7

1.5 Required Documents 7/8

1.6 Progress Meetings 9/10

1.7 Availability Requirements 10

1.8 Care of Vessel 16

1.9 Workmanship 17

1.10 Corrective Action Request (CAR) 17/18

1.11 Condition Found/Inspection Discrepancy Report

(CFR/IDR)

18/19

1.12 Interferences 20

1.13 Safety Requirements 20/21

1.14 Hot Work/Welding 21/22

1.15 Threaded Fasteners 22/23

1.16 Preservation 23/25

1.17 Environmental and Hazardous Waste

Management

1.18 Materials 27

1.19 Weight Control 27

1.20 Label Plates 28

1.21 Integrated Logistic Support 28

1.22 Gas Free 28

1.23 General Requirements for Testing 29/32

1.24 Process Control Procedure (PCP) Requirements 32/34

1.25 Compartment Arrival / Closeout Inspections 34/35

1.26 Technical Representative 35/36

1.27 Heavy Weather Plan 40

1.28 Milestone Requirements 40/41

2.0 REFERENCES

2.1 Order of Precedence 41

2.2 Discrepancies 41/42

Consolidated List of References 42/47

3.0 WORK REQUIREMENTS

3.1 Docking and Undocking the Vessel 47/51

3.2 Hull Repairs 51/56

3.3 Structural Repairs 56/59

3.4 Tanks/Voids 59/69

3.5 Main Deck Repairs 69/74

3.6 Superstructure 75

3.7 Main Propulsion Repairs 75/78

3.8 Steering System Repairs 78/79

3.9 Machinery Systems 79/84

3.10 Electrical Systems 84

3.11 Piping Systems 85/88

3.12 Weight Handling Systems 88/90

3.13 Shipalt YTT-0029D Dynamic Positioning System

Upgrade

3.14 Shipalt YTT-0031D Replace Bailey Monitoring

& Control System

90/91

3.15 Shipalt YTT-0034D Fire Detection System

Upgrade

91/92

3.16 Shipalt YTT-0038D Ships Lighting Upgrade 92

3.17 Shipalt YTT-0045D Bilge & Ballast Tank Reach

Rod 92/93

3.18 Shipalt YTT-0050D Ships Service Generators

Replacement

93/98

3.19 Shipalt YTT-0052D Main Engine and Reduction

Gear Replacement

98/100

3.20 Shipalt YTT-0053D Electrical Switchboard

Upgrade

100/101

3.21 Shipalt YTT-0054D Navigation Lighting

Upgrade

101/102

3.22 Shipalt YTT-0055D Auxiliary Sea Water Pump

Replacement

3.23 Shipalt YTT-0057D Flushing Water System

Replacement

102/103

3.24 Shipalt YTT-0058D Sewage Pump Replacement 103/104

3.25 Shipalt YTT-0067D Pilot House Flooring

Replacement

3.26 Shipalt YTT-0075D Fire Suppression System 104

3.27 Shipalt YTT-0077D Wind Sensor Replacement 104/105

3.28 Shipalt YTT-0078D Motion Reference Unit

Replacement

3.29 Shipalt YTT-0079D DGPS Fugro Seastar

Replacement

105/106

3.30 Dock and Sea Trials 106/107

4.0 GOVERNMENT FURNISHED MATERIAL

(GFM)

107/108

5.0 DATA SUBMISSION LIST: 108/114.

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Statement of Work (SOW)

1.0 GENERAL REQUIREMENTS: This document invokes the requirements applicable to the docking and maintenance work to be performed on YTT-10 Battle Point (YTT-9 Cape Flattery Class Torpedo Trials Craft (S-P)). Work performed and accomplished shall be in accordance with the highest quality workmanship standards and practices commonly accepted in the commercial marine industry and the technical references listed herein. The Contractor is responsible for understanding and complying with all requirements specified herein. The requirements listed herein work in conjunction with the technical drawings and other references to describe the essential features, functions, and requirements of the work performed.

1.1 Vessel Characteristics:

Battle Point (YTT-10) Built by McDermott Shipyards Length: 186 FT 6IN Draft: 10 FT 5 IN Fwd

10 FT 4 IN Aft Molded (10’ 6”)

Width: 40 FT – 8

3/4 IN

Full Displacement: 1,269 L Tons

Age: 29 YRS Light Load 1,010 L Tons Hull Type: Steel

1.2 Scope Overview: Coordinate with the Contracting Officer, via the Contracting Officer’s Representative (COR) to receive the vessel at the Contractor’s facility. Upon docking the vessel, wash and clean the vessel. Defuel the vessel. Blast, inspect and preserve the underwater hull and freeboard. Remove and reinstall propeller. Preserve Vehicle Recovery Room Bilge, Open, Clean, Inspect and preserve Tanks/Voids, Clean, flush, disinfect and certify potable water system. Repair Air over water tanks. Blast, inspect and preserve the main deck non-skid. Repair mess deck tile floor. Fabricate and install new light weight torpedo loading tray. Remove existing and install new flush deck socket tiedowns.

Repair deck access hatches. Preserve port and starboard main engine intake and exhaust plenums. Remove, clean, inspect main propulsion tail shaft. Overhaul port and starboard L-Drives. Repair forward windlass, vertical traction winches, heavy lift capstan and bow thruster unit. Repair shower drains / toilet vents and associated piping. Accomplish the following modifications: Main Engine (ME) and Reduction Gear (RG) Replacement, Electrical Switchboard Upgrade, Bailey Monitoring and Control System Replacement, Dynamic Positioning System (DPS)

Upgrade, Fire Detection System Upgrade, Ships Service Diesel Generator (SSDG) Replacement, Bilge & Ballast Tank Reach Rod Modification, Navigation Lighting Upgrade, Auxiliary Sea Water Pump Replacement, Flushing Water System Replacement, Pilot House Flooring Replacement, Fire Suppression System Replacement, Wind Sensor Replacement, Motion Reference Unit (MRU) Replacement, and DPSG Fugro Seastar Replacement. Conduct sea trials.

Coordinate with COR to support and accomplish all contract requirements prior to the availability end date. Arrange and coordinate the pickup of the vessel from the Contractor’s facility by the Government with the Contracting Officer via the COR.

(OPTION ITEM 1) Fire Detection System Upgrade (OPTION ITEM 2) Shipboard Lighting System Upgrade (OPTION ITEM 3) Flushing Water System Replacement (OPTION ITEM 4) Sewage Pump Replacement

1.3 Definitions: As used throughout this Specification, the following definitions and terms have meanings as indicated:

1.3.1 Unless otherwise stated, “as shown”, “as indicated”, “as detailed”, or other words of similar import refer to the contractual documents including reference documents and publications.

1.3.2 The words “as directed”, “as approved”, “when authorized” or words of similar import refer to the direction, requirements, permission, approval, or acceptance by the Contracting Officer.

1.3.3 The term “Objective Quality Evidence” (OQE) shall mean current, accurate, and complete objective documentation and information submitted together as a complete data package sufficient that a qualified and disinterested third party could analyze and evaluate whether technical requirements were achieved.

1.3.4 Where “in accordance with Regulatory Body requirements” is stated, the industrial efforts shall be in accordance with the appropriate commercial regulatory body requirements unless otherwise authorized by the Government.

1.3.5 The term “marine” or “marine quality” means an item constructed of materials unaffected by moisture, sea spray, extremes in temperature or other hazards of the marine environment and designed and constructed to perform its intended functions under marine operating conditions.

1.3.6 The term “herein” means the applicable section(s) of this Specification.

1.3.7 The term “NAVSEA” means the Naval Sea Systems Command, one of five system commands, responsible for engineering, building, supporting, and maintaining the Navy’s fleet of vessels.

1.3.8 The term “Stakeholder” means AIT, Government, and any agency conducting work during the contracted availability timeline.

1.3.9 The term “SUPERVISOR” is defined as the local Government activity responsible for the execution and contract administration of Navy maintenance and modernization work. For the purposes of this SOW this activity is the assigned Code 101.11 representative.

1.3.10 The term “OEM” or Original Equipment Manufacturer is a company whose goods are used as components in the products of another company. An OEM creates parts and components that are used by other companies in their finished products.

1.3.11 The term “AIT” or Alteration Installation Team is defined as a Navy team (military, civilian or civilian contractor) under the direct supervision of Navy personnel, that is trained and equipped to accomplish specific Alterations or temporary modifications on specified ships.

1.4 Arrival Conference: The Government will arrange an arrival conference with the Contractor and Project Alteration Installation Team after contract award.

1.4.1 The Government, through the COR will arrange an arrival conference with the Contractor after contract award to discuss contract specifics.

1.4.2 All stakeholders, including the Government, Contractor, and Project Alteration Installation Team shall meet after contract award to discuss work coordination, integration and timelines.

1.5 Required Documents: Administrative requirements of this SOW shall begin at contract award and be updated throughout the contract period.

1.5.1 Prepare and maintain a weekly updated schedules necessary for the purpose of establishing an orderly and systematic accomplishment of production work and material ordering, to include subcontractor work and materials.

(REQUIRED REPORT CDRL A001)

1.5.1.1 The Contractor is encouraged to consult and utilize the YTT-10 Project Integration Overview and DP CAMS Integration Sequence of Events documents and shall utilize these documents for coordination efforts.

1.5.2 Maintain a list of all subcontractors with extent of work to be accomplished by each subcontractor. (REQUIRED REPORT CDRL A002)

1.5.3 Maintain a list of manufacturer’s Technical Representatives to be provided per the particular specification requirement. (REQUIRED REPORT

CDRL A003)

1.5.4 Maintain a Welder Qualification List, with name, type of qualification(s) and date of last qualification test for each qualification.

(REQUIRED REPORT CDRL A004)

1.5.5 Maintain manufacturer’s product data sheets for all materials to be used by the Contractor to accomplish the requirements of this contract. (REQUIRED

REPORT CDRL A005)

1.5.6 Maintain Safety Data Sheets (SDS) for all materials to be used by the Contractor to accomplish the requirements of this contract. (REQUIRED REPORT

CDRL A006)

1.5.7 Maintain a list of key Contractor personnel with names, positions, certifications, telephone numbers, e-mail addresses, and emergency contact information. (REQUIRED REPORT CDRL A007)

1.5.8 Maintain a copy of the Contractor’s Inspection and Quality Control System with copies of all related forms, reports, and other supporting documentation. (REQUIRED REPORT CDRL A008)

1.5.9 Maintain a copy of the Contractor’s Environmental Protection and Hazardous Waste Management Plan, including Risk Management/Mitigation plans specific to this contract. (REQUIRED REPORT CDRL A009)

1.5.10 Maintain copies of required federal, state, and local environmental notifications and permits for performance of the work (or a schedule of when they will be obtained). (REQUIRED REPORT CDRL A010)

1.5.11 Each qualification and list shall be available for Government review within 2 hours of request.

1.6 Progress Meetings: Progressing meetings between the Contractor and the COR shall be conducted on a weekly basis. Additionally work integration meetings between the Contactor, the COR and the AIT representative shall be conducted regularly.

1.6.1 Contractor Weekly progress meetings shall be held at the Contractor’s facility near the vessel. The day and time of the meeting shall be set by the COR upon consultation with the Contractor. A review of percentage completion for each work item shall be conducted including the Contractor’s assessment of schedule adherence. Production schedule, corrective action reports, material lead times and other issues shall be discussed.

1.6.1.1 Review conference with all stakeholders shall be conducted at the availability 25 percent of scheduled Period of Performance (POP) (Production Start +85 days).

1.6.1.1.1 Major discussion points shall include all growth work identified prior to the 20 percent of scheduled Period of Performance, Milestones, and Schedule.

1.6.1.2 Review and coordination conference with Contractor, COR, AIT representative, and all stakeholders shall be conducted at the availability 50 percent of the AIT work integration (Production Start +96 days).

1.6.1.3 Review conference with all stakeholders shall be conducted at the availability 50 percent of scheduled Period of Performance (Production Start +170 days).

1.6.1.3.1 Major discussion points shall include all critical path work, testing work items, Milestones, and Schedule.

1.6.1.4 Review conference with all stakeholders shall be conducted at the availability 75 percent of scheduled Period of Performance (Production Start +254 days).

1.6.1.4.1 Major discussion points shall include testing items, Milestones, and Schedule.

1.6.2 Regular work integration meetings shall be held at the Contractor’s facility near the vessel. The day and time of the meeting shall be set by the COR upon consultation with the Contractor and the AIT representative. A review of percentage completion for each work item shall be conducted including the

Contractor’s assessment of schedule adherence. Production schedule, corrective action reports, material lead times and other issues shall be discussed.

1.6.2.1 Integration meetings are for coordination purposes only and are not contractually binding.

1.7 Availability Requirements:

1.7.1 The Government will deliver the vessel from the Government facility at Naval Underwater Warfare Center in Keyport, WA to the Contractor’s repair facility. Upon completion of all work, the Government will take custody of the vessel at the Contractor’s facility. The Contractor shall provide all materials, labor, and insurance bonds necessary for the period that the vessel is located at the Contractor’s repair facility.

1.7.1.1 Vessel delivery and pickup shall be scheduled with the COR 5 working days prior to vessel delivery and pickup.

1.7.2 The Contractor shall provide quantity (2 EA) separate, lockable, and secure office spaces for use by the Government On-Site Representative and AIT personnel each furnished with quantity (3 EA) desks, chairs, lights, heat, air conditioning, electrical outlets, sanitary facilities, Internet service, janitorial service, fire extinguisher, and 24-hour service in each office for the entire contract period. The Contractor shall provide:

1.7.2.1 The facilities must have a minimum of 240 square feet of floor space.

1.7.2.2 The facilities must be located within one-quarter mile of the vessel.

1.7.2.3 A parking area adjacent to the facility. The area must be lighted and accommodate quantity (6 EA) automobiles each simultaneously. Designate the parking area with sign stating "PSNS PARKING ONLY".

1.7.2.4 Quantity (4 EA) keys for all doors and quantity (2 EA) master keys to fit all locks to the COR on the first day the COR is on site.

1.7.2.5 Internet service with quantity (one EA) CAT-5 cable

connection or WIFI at 300 MBPS minimum download speed,

1.7.2.6 Desktop Lighting must provide 40-foot candles of illumination measured at the desktop level.

1.7.2.7 Quantity (one EA) 15-pound fire extinguisher.

1.7.2.8 Heating and air conditioning must be capable of maintaining the temperature between 65- and 78-degrees Fahrenheit.

1.7.2.9 Quantity (3 EA) double-pedestal desks, 30-inches wide by 60-inches long for each office space.

1.7.2.10 Quantity (3 EA) swivel chairs with adjustable arm rests, and quantity (one EA) straight-back chair.

1.7.2.11 Quantity (1 EA) lockable file cabinet.

1.7.2.12 Quantity (one EA) 115-volt, shock resistant, double electrical receptacle for each desk. Each receptacle must be a convenient height and located adjacent to each desk.

1.7.2.13 Sanitary facilities equipped with drains, hot and cold potable water.

1.7.2.12.1 Hot water must be maintained at 120 to 140

degrees Fahrenheit.

1.7.2.12.2 Quantity (one EA): lavatory, water closet, soap

dispenser, and towel dispenser.

1.7.2.13 Facilities must be provided 2 calendar days prior to POP start date through 2 calendar days after the POP completion date unless otherwise specified.

1.7.2.14 Janitorial services to include sweeping, mopping, and trash pickup on a daily basis.

1.7.2.15 Facilities must be in accordance with local building codes, sanitary and current fire regulations. The facility must include smoke alarms and sprinkler systems.

1.7.2.16 Furnishings and equipment in this item must be maintained in a fully operable condition by the Contractor.

1.7.2.17 Facility must be delivered to the Government clean, sanitary, damage free, and vermin free.

1.7.2.18 Quantity (2 EA) trash cans.

1.7.3 The Contractor shall document the result of each inspection requirement throughout this SOW.

1.7.4 The Contractor and subcontractors shall not operate or utilize existing, newly installed, or repaired shipboard equipment for or in the performance of the Contractor’s work effort. Government Representatives will accomplish such operation when required for test and checkout purposes.

1.7.5 Tanks and voids opened shall be clean, dry, and pass Government inspection prior to being closed.

1.7.6 Provide electrical service equipment capable of supplying, 480-volt, 60 Hz, 3 phase, 100-amp electrical service to the vessel for the duration of the availability. Connect the electrical service equipment via the vessels shore power receptacle using a Ship’s Force-provided JOY connector with 3-wire lug-end fittings after the new switchboard has been installed and tested in paragraph 3.20 Shipalt 0053D. Provide power, water and air requirements for the AIT portion of the availability in accordance with FIGURE A.

FIGURE A

Compart No. Compart Name Co m pr es se d

Ai r

SU

P/

EX

H

Ve nt

Lig ht in g

Po w er

VA

C, HZ

, 3 0A

Po w er

VA

C, HZ

03-16-0-Q Pilot House x x x x x Starboard Bridge Wing x x x Port Bridge Wing x x x

02-15-2-Q Ships Office x x 2-46-0-E Engine Room x x x x x 2-46-1-E Engineers Booth x x x x 2-83-1-E Starboard Steering x x x x 2-83-2-E Port Steering x x x x Paragraph 1.7.10 area Laydown/Storage/Work Area x x

1.7.7 Do not operate or utilize existing, newly installed, or repaired shipboard equipment for or in the performance of the Contractor’s work effort. Government Representative as designated by the COR will accomplish such operation when required for test and checkout purposes.

1.7.8 Provide secured and monitored laydown area for storage of items listed in paragraph 4.0 as well as equipment removed as part of this work specification, until disposed of in accordance with the requirements of this work specification.

1.7.9 Provide one powered and covered storage / lay-down area with a minimum quantity (750 SQFT) within 1/2 mile of the vessel. Provide a roll up door that is a minimum of 10 feet high by 10 feet wide and the facility will not have a ramp at the entrance. Storage / lay-down area will be covered, secured, lockable, powered and monitored. Area lighting must provide 28-foot candles of illumination when measured at 4 feet above the floor level within the facility. Area will have a minimum of 6 EA 115-volt, shock resistant, 2 gang electrical receptacles, 3 EA grounded ESD work benches, and 3 EA UPS surge protectors.

The facility shall be waterproof, heated and air conditioned and must be capable of maintaining the temperature between 65- and 78-degrees Fahrenheit. Climate shall be controlled with a dehumidifier. Area is designated for storage of AIT items under contract numbers to be provided upon award IAW 1.7.15. Keys for area shall be provided to COR at availability start.

1.7.10 Provide the following services throughout the POP until completion of in port testing. Each service must consist of quick disconnect/connection to allow the AIT to de-energize/disconnect them on a daily basis for the securing of spaces at the end of each shift as required. Earlier removal, if required, will be as directed by the COR.

1.7.10.1 Provide crane with operator, riggers, and transportation services for a total of 34 lifts for loading and unloading ships force and AIT material, supplies and equipment, to and from ship and/or ships force/AIT conveyance, when directed by the COR.

1.7.10.1.1 The crane shall be capable of reaching the top of

the mast and the furthermost outboard part of the ship.

1.7.10.1.2 The maximum crane lift shall not exceed 10,000

pounds.

1.7.10.2 Provide forklift with operator, riggers, and transportation service for a total of 34 lifts, for loading and unloading ships force and AIT material, supplies and equipment, to and from ships force/AIT conveyance, when directed by the COR.

1.7.10.2.1 The maximum forklift lifting load rating shall not exceed 2,500 pounds.

1.7.10.3 Provide AIT support assistance to transport material to and from the warehouse when directed by the COR.

1.7.10.4 Install and maintain clean, dry, oil/water free compressed air at 100 PSIG. Locate an air manifold at each location identified in TABLE ONE.

1.7.10.4.1 Manifolds must be filled with a minimum of

quantity (6 EA) quick disconnect fittings, with a control valve for each.

1.7.10.4.2 Compressed air hose requirements must be in

accordance with MIL-H-24135/10A.

1.7.10.5 Install and maintain temporary supply and exhaust ventilation in accordance with Section 21 of S9086-CH-STM-030 and Section 1915.12 of 29 CFR Part 1915, Occupational Safety and Health Standards for Shipyard Employment, using Section one of S9086-RS-STM-010 for guidance at each location identified in TABLE ONE.

1.7.10.5.1 Verify air flow in accordance with Section 21 of

S9086-CH-STM-030.

1.7.10.6 Install and maintain temporary electrical power, 120 VAC, 60 Hertz, 30 Amp service, consisting of 2 duplex outlets at each of the locations identified in TABLE ONE.

1.7.10.7 Install and maintain temporary electrical power, 480 VAC, 60 Hertz, 3 Phase with sufficient current ampere rating to support operation of portable welding machine and similar equipment or as designated by the COR at each location identified in TABLE ONE.

1.7.11 Coordinate and organize AIT space access/turnover to accomplish 100 percent of work prior to availability end date.

1.7.11.1 Provide access for AIT personnel during the availability in agreement with their production dates under contract numbers HQ0727-16-D-0006 to be provided at a later date in accordance with 1.7.9.

1.7.11.2 When Government work or support is required a minimum of 3 workdays notice shall be provided to the COR.

1.7.12 Furnish 480VAC, 60 Hertz, 3-Phase, 400 Amp electrical service for the vessel during the entire availability period to permit operation of general lighting, alarm monitoring systems, and other environmental control equipment. Connect electrical service via the vessels shore power receptacle pad located at Frame 44 on the Starboard side of the vessel using a connector conforming to the requirements of MIL-C-24368/2B.

1.7.13 AIT equipment procurement and installation contracts for Shipalts (SA) 0029, 0031, and 0053 have been awarded separately with the AIT providing all requisite Government Furnished Equipment (GFE) and performing all installations in accordance with YTT-10 Project Integration Overview. GFE for SAs 0077, 0078, and 0079 shall be provided by the AIT with the Contractor preforming the installations per this specification. Contractor specific responsibilities for SAs 0034, 0038, 0045, 0050, 0052, 0054, 0055, 0057, 0058, 0067, and 0075 are detailed in their respective paragraphs contained in section 3 of this SOW and their associated drawings and YTT-10 Project Integration Overview.

1.7.14 Coordinate and organize government requirements for hazardous material storage and disposal in accordance with 1.17.

1.7.15 Document each existing electrical cable with source/destination and hookup data prior to each removal, for use during each installation. (REQUIRED

REPORT CDRL A011).

1.7.15.1 Each retained or installed cable shall be tagged on both ends of the cable with source/destination and cable designation.

1.7.16 Contractor shall provide alternate means for discharge and disposal of the ballast water and potable water, at no additional charge to the Government, if local regulations prohibit pier side discharge.

1.7.17 Tank/Void arrival capacities listed in TABLE 2 are estimates. Water tanks will be pumped to low suction prior to delivery.

1.7.18 New and existing piping shall be removed and installed in accordance with the requirements of NSTM Chapter 505.

1.8 Care of Vessel: The Contractor shall be responsible for the care of vessel equipment, materials, and components related to the work being performed for the duration of the POP.

1.8.1 Vessel shall be maintained in a broom-clean condition daily. Vessel shall be free of visual contaminants such as oxide films, oils, grease, dust, dirt, or foreign material.

1.8.1.1 Remove and dispose of industrial debris and extraneous materials from the vessel daily.

(V)(G) “CLEANLINESS INSPECTION”

1.8.1.2 Weekly cleanliness inspection with the COR shall be

accomplished, to ensure jobsites are maintained at 1.8.1 level of cleanliness.

1.8.2 Temporary protective measures shall be taken to avoid wear and damage to the Vessel and all associated components. Water shall not be allowed to accumulate in the hull or structure during work performance.

1.8.2.1 Open areas in structure shall be covered to prevent water entry.

1.8.2.2 Install rat guards on each mooring line immediately upon mooring vessel. Each rat guard shall remain installed during 100 percent of moorage time.

1.8.3 Install and maintain blanks/plugs, nuts and bolts, painted blaze orange for use as foreign material exclusion (FME) immediately upon openings in equipment, valves, and piping systems not subject to pressure to prevent entry of foreign material and protect flanges and threaded areas. Existing system fasteners used for blanking that will be used for installation are excluded from the requirement for blaze orange color. FME may be used for systems normally under pressure but are tagged out for maintenance. The use of cloth, polyvinyl sheet, paper, tape, and rubber sheeting as FME is prohibited. All FME material must be applied to avoid damage to surfaces/components being protected.

1.8.4 Wood products, including plugs, are permitted for use as FME external to the vessel for hull penetrations, and non-pressurized systems to include gravity drain piping.

1.8.4.1 Plugs, wood, or wood products are prohibited for use in tanks/voids, and as blanks on pressurized systems.

1.9 Workmanship: Workmanship provided by Contractor employees shall be consistent with the highest standards of commercial marine practices and regulatory bodies. The Government reserves the right to accept or reject material and workmanship nonconformance. Noncompliance with Contractor’s quality control processes or rejection of materials/workmanship by Government will influence past performance rating provided on contract evaluation. Plating and structural member cuts shall be neatly and accurately made with edges cleaned and prepared for welding. Sharp edges shall be ground smooth to avoid injury to personnel. Equipment, machinery, and associated support systems shall not leak oil, water, or other type of fluids. Machinery and equipment shall be protected against weather hazards.

1.9.1 At the time of delivery, work performed shall meet the performance requirements specified. Materials and articles used for work performed shall be of commercial marine quality, conforming to the requirements of the regulatory bodies listed herein, unless specified to be otherwise.

1.9.2 The decision that an area is inaccessible shall be determined by inspection and agreed to by the COR prior to proceeding with the requirements of this SOW.

1.10 Corrective Action Request (CAR): The Contractor is solely responsible for implementation of the Inspection and Quality Control System of 1.5.8.

Government observer(s) will monitor production work performed at any time where work is ongoing. If, during the performance of work, the Government observer(s) witness work that: fails to meet specifications within this SOW, would lead to an unsatisfactory end product, damages Government property, is a safety violation; the observer will alert the COR. Conditions that fail to meet specifications within this SOW may result in the Contractor being issued a CAR.

Contractor shall respond in writing within 2 workdays of CAR receipt to the COR concerning the corrective action taken to remedy the issue and prevent future occurrences. Final response to the Method B, C or D CAR issued will include root cause analysis, preventative actions, and OQE for corrective actions taken.

1.10.1 Method “A” CAR – Any minor nonconformance that can be

corrected/adjusted within three days of discovery or/and the remediation cost is less than or equal to $50,000.

1.10.2 Method “B” CAR – Nonconformance where repetitive Method A CARs of similar nature and circumstance have failed to result in a satisfactory product or a single nonconformance where corrective action cannot be achieved within three days or remediation cost is greater than $50,000 but less than or equal to $500,000.

1.10.3 Method “C” CAR – A systemic nonconformance where multiple Method B CARs were issued for similar nonconformities, when a previous Method B CAR failed to result in a satisfactory product or a single nonconformance where remediation cost is greater than $500,000 but less than or equal to $1,000,000.

1.10.4 Method “D” CAR - When a Method C CAR was ineffective in obtaining satisfactory performance or the event was of such a nature that immediate top-level management attention is required to properly address and correct the nonconformance. Factors to consider are costs greater than $1,000,000, significant impact to scheduled completion, multiple areas of failure within the Quality Management System.

1.11 Condition Found / Inspection Discrepancy Report (CFR/IDR): Utilize FIGURE B (or Company correspondence containing same information) in transferrable media, to communicate to the Contracting Officer via the COR concerning all conditions found, discrepancies noted, and other information requiring formal documentation. Provide the Contractor’s recommendation for corrective action to correct the condition found. Contractor’s estimated pricing (labor-hours and materials) shall be provided separately to the Contracting Officer.

Provide all inspection results including detailed measurements, photographs, sketches, and other means to accurately detail inspection results using FIGURE B, with attachments, as necessary. The Government will review and respond to the submitted report. Additional repairs related to the found condition will be tasked if determined necessary by the Government. In the event difficulty is encountered in meeting requirements or difficulty is anticipated in complying with the contract schedule dates, immediately notify the Contracting Officer via verbal communication with the COR. Government receipt of notifications are not to be construed as a waiver of the requirements, delivery schedule, or waiver of rights or remedies provided by law or under this contract, or any other requirements in the SOW relating to jeopardy of contract schedule dates. Reports and notifications do not authorize the Contractor to perform additional work not covered by the contract or authorized by the Contracting Officer. (REQUIRED REPORT CDRL A012)

FIGURE B - CONDITION FOUND/INSPECTION DISCREPANCY REPORT

CFR Number________ Date: ______________

From:________________________________ (Contractor Authorized Representative) To: PSNS & IMF, NWRMC IND MAN, C/400, Contracting Officer Via: PSNS & IMF, NWRMC IND MAN, C/101.11, COR

Vessel: YTT-10 BATTLE POINT

Section of Contract Affected: _____________________________________________

Description:

Impact:

Recommended Action:

C/101.11 Response:

Signature of C/101.11 Representative Date

Page ___ of ____

1.12 Interferences: Contractor pricing offered shall include removal and re-installation of all interferences associated with performance of the required work.

The fact that interference is not shown on a plan or specifically identified in the specification item is not justification for a contract change. A physical check of each work site prior to bid submittal is strongly encouraged.

1.13 Safety Requirements: Comply with the requirements of 29 CFR 1915, 29 CFR 1910, and 29 CFR 1926, state and local laws, rules, and ordinances during contract performance.

1.13.1 General: Contractor shall be responsible for the compliance of the above requirements by all subcontractor personnel performing work related to this contract. In cases of conflict between the above regulations, the stricter of the requirements shall take precedence.

1.13.2 Accidents and Injuries: Immediately report injuries to Contractor and subcontractor employees to the COR. Investigation shall be completed within 7 workdays of each accident/injury. Document a report that includes narratives of the circumstances leading up to and including the injury and any actions (immediate and contemplated) taken to mitigate future reoccurrences of injuries. (REQUIRED

REPORT CDRL A013)

1.13.3 Scaffolding: Scaffolds and ladders shall meet the requirements of 29 CFR 1915.71 and 29 CFR 1915.72.

1.13.3.1 Install a swinging gate guardrail at each scaffold ladder and through-platform access opening.

1.13.3.2 Install standard railing around the non-access sides and a swinging gate guardrail on the entrance side of through-platform access openings.

1.13.3.3 Install standard toe-boards around all scaffold floor openings, except at the entrance to the swinging gate guardrail, on all exposed sides of through-platform access openings.

1.13.3.4 Develop detailed engineered drawings and specifications for scaffolds when OSHA, ANSI, or manufacturers’ designed guidelines do not exist, such as for “hanging scaffolding”. Drawings and specifications shall be designed by a registered professional engineer and meet the following:

1.13.3.4.1 Maintain on the jobsite a copy of the detailed

engineering drawings and specifications showing the sizes and spacing of members and the calculations developed for the engineered design(s).

1.13.3.4.2 Construct, load, and maintain scaffolding in

accordance with the registered professional engineer’s design.

1.13.3.5 Install a commercially available scaffold tag system on all scaffolds. The tagging system, as a minimum, shall be prominently attached to the scaffold structure, consist of green colored “Okay to Use” tag(s), red colored “Danger” tag(s), and accomplish the following:

1.13.3.5.1 Apply all tags on the scaffold structure as close

as practicable to each ladder access and/or entry point.

1.13.3.5.2 Apply a red tag to indicate to users that the

scaffold is being dismantled, is not yet completely erected, or is unsafe for use.

1.13.3.5.3 Apply a green tag to indicate to users that the

scaffold is safe for use, is compliant with all OSHA regulations, and other applicable requirements.

1.13.3.5.4 Ensure green tags contain the following

information as a minimum: the location of the scaffolding structure; a unique reference number to identify each separate scaffolding structure, the date the scaffolding structure was first erected; the name(s) of the scaffold builder(s); the load rating of the scaffold structure; and the Competent Person’s printed name and signature.

1.13.3.6 Scaffolding shall be free standing and self-supporting, free from any attachment to any lifeline, handrail, antenna, safety equipment, electronic fixture, or vessel equipment.

1.13.3.7 Structures and openings shall meet the requirements of 29

CFR 1915.73.

1.14 Hot Work/Welding: Prior to performance of any hot work on the vessel, certify a safe atmosphere exists in and around the work area before starting any work that may produce the heat of ignition, sparks, or flame. Accomplish steps to make each area safe for hot work. A copy of the gas free certification shall be posted in accordance with applicable OSHA requirements.

1.14.1 All welding equipment and materials shall comply with the applicable requirements of American National Standards Institute/American Welding Society ANSI/AWS D1.1/D1.2 requirements as applicable. Welding shall be sequenced to keep the thermal expansion of structures to a minimum.

1.14.1.1 Ground shall be no greater than 5 feet from welding site while shipboard. Extra care is to be taken to ensure electrical path does not pass through electrically sensitive equipment and/or electrical panels. Remove breakers from panels if electrical path cannot be altered to attain 5 feet or less ground distance.

1.14.2 Remove existing preservation/coatings prior to each expected welding, cutting, and hot work operation.

1.14.3 Preservation / coatings shall be removed 4 inches in each direction and each opposite side.

1.14.4 Perform visual inspection of new welds, to determine conformance, in accordance with the requirements of American Society for Testing and Materials (ASTM) International. All new welds shall be 100 percent visually inspected. All defects shall be repaired in accordance with approved procedures. All welders shall be certified in accordance with AWS requirements.

1.14.5 Perform non-destructive testing of new welds, when invoked by the requirements of section 3.0 of this SOW, in accordance with the requirements of ASTM International.

1.14.6 Maintain documentation of each proposed access cut and a list of each proposed bolted/riveted access removal. Documentation is not required where access cuts are authorized per a NAVSEA approved drawing. (REQUIRED

REPORT CDRL A014)

1.15 Threaded Fasteners: Except as otherwise specified herein, or on the drawings listed, threaded fasteners shall be in accordance with applicable ASTM standards. Coarse thread series shall be used unless the component’s design indicates a necessity to use fine thread series. Fastener clearance holes shall be 1/16-inch oversize unless specified in the requirements of 2.0. Black oxide coated brass and cadmium plated fasteners are prohibited. Where drawings specify the use of brass fasteners on a fuel or fuel oil tank, Corrosion Resistant Steel (CRES) 316 fasteners shall be substituted in lieu of brass. Consult the requirements of MIL-

STD-777 and Naval Ships’ Technical Manual (NSTM) Chapter 075 for guidance in instances where there is a question as to the material to be utilized.

1.15.1 Threads on externally threaded fasteners, after being installed and tightened, shall protrude a minimum of 2 threads to a maximum of 5 threads beyond the face of the nut.

1.15.1.1 Minimum thread protrusion of self-locking (plastic insert) nut installations shall be flush with the face of each nut.

1.15.1.2 Self-locking fasteners shall not be re-used.

1.15.2 Clean, chase, and tap exposed threaded areas of each fastener and threaded socket.

1.15.3 Tighten threaded fasteners in the sequence, patterns, and the torque values, when not otherwise specified, using the requirements of Section 4, paragraph 075-4.1 through 075-4.6.2 of NSTM Chapter 075 for guidance.

1.16 Preservation:

1.16.1 Measure, record, and maintain Objective Quality Evidence information on Appendices one through 8 throughout the entire performance of preservation operations. OQE information for the in-process being performed must be made immediately available for onsite review upon request by the COR. All paint OQE shall be reviewed and signed by qualified inspector meeting the requirements of NBPI, NACE, SSPC, or AAMP, prior to submittal. (REQUIRED

REPORT CDRL A015)

1.16.1.1 Appendices one through 8 shall be in accordance with Reference QA_Appendix_Forms_C101_2023_Contractors.pdf

1.16.1.1.1 All spaces that are not applicable shall be marked N/A.

1.16.1.1.2 Unused sections shall be crossed out and marked

N/A.

1.16.1.1.3 Any errors shall be one lined thru; initialed and

dated by the person making the correction.

1.16.1.1.4 Any markings that are illegible or unclear shall

be considered invalid.

1.16.2 Comply with the coating manufacturer’s requirements for the establishment and maintenance of environmental conditions and for coating thickness applications throughout the entire removal and preservation operation(s).

1.16.2.1 If Calibrated Electronic Data Logger is utilized, record and maintain environmental conditions OQE during the entire preservation operation.

Data shall be made immediately available for onsite review upon request by the

COR. (REQUIRED REPORT CDRL A016)

1.16.3 Apply contrasting colors between the primer, stripe, intermediate, and topcoat using coating products that are from the same manufacturer and compatible with each other; final Anti-Corrosion coating shall be red (Fed Standard 11086 or 11105), final coat Anti fouling coating shall be Black (Fed Standard 17038 or 27038), other system preservation coatings shall be different in color from both the preservation coating over which it is being applied and the next coating in the system; no two coatings can be similar in color and shall be applied in accordance with the manufacturer’s product data sheet.

1.16.4 Apply stripe coat to all edges, weld seams, welds of attachments and appendages, cutouts, corners, butts, foot/handholds, including back side of piping, underside of beams and other mounting hardware (non-flat surface) after each previous full coat has dried. The stripe coat shall encompass and extend a minimum of one inch beyond the intersection of two flat surface planes, each radii edge, and all perpendicular shapes, edges, or angles.

1.16.5 Mask and/or install FME plugs, blanks, or other hard and durable protective covers, painted blaze orange, in hull openings and surfaces to prevent system contamination or equipment damage from abrasive blasting, surface preparation, and preservation operations. The use of cloth, polyvinyl sheet, paper, tape, rubber sheeting, and wood or wood products as FME prevention devices is prohibited.

1.16.5.1 Establish an FME log, record, and identify the location of each protective covering installed and removed, including each corresponding and specific measurement(s), location(s), and/or area(s) in relationship to structural members or from suitable hull reference points. (REQUIRED REPORT CDRL A017)

1.16.5.2 Remove each temporary FME plug, blank, and protective covering, record removal date in FME log, and restore each system to its original configuration upon final completion of testing, blasting, and preservation operations. (REQUIRED REPORT CDRL A018)

1.16.6 Solvent clean surface prior to the start of each blasting, and preservation operation. Accomplish the requirements of Surface Preparation Specification SSPC-SP-1 of Systems and Specifications, SSPC Painting Manual, Volume 2.

1.16.7 Accomplish touch-up preservation, new and disturbed surfaces shall match surrounding coating system(s) in accordance with the manufacturer’s product data sheets.

1.16.8 Feather edges of well adhered paint remaining after cleaning for all surface preparation methods. Visible areas of defective existing paint shall be removed until an area of completely intact and adhering paint is attained around the defective area by feathering (tapering) the edges of tightly adhering existing paint at an approximate 30-degree slope into the newly prepared bare metal surface thus preventing application of new paint over loose or cracked paint.

1.16.9 Paints shall not be thinned.

1.16.10 Hull and freeboard preservation coatings shall be fully cured prior to undocking and shifting the vessel. All other preservation coatings shall be fully cured prior to final delivery to the Government.

1.16.10.1 Preservation coatings are considered fully cured when they meet the requirements of the applicable manufacturer’s product data sheets minimum cure to service time schedule and are dry throughout their thicknesses.

1.16.11 Conduct Surface Chloride or Surface Conductivity measurements.

1.16.11.1 Surface Chloride; shall not exceed 3 ug/cm2 (30 mg/m2) for immersed or 5 ug/cm2 (50 mg/m2) non-immersed applications. Surface Conductivity: shall not exceed 30 micro-siemens/cm immersed or 70 micro-siemens/cm non-immersed applications.

1.16.11.2 Readings shall be documented on Appendices 4.

1.17 Environmental and Hazardous Waste Management: Comply with all federal, state, and local laws, codes, regulations, acts, ordinances, and rules for Environmental Protection and Hazardous Waste Management/Disposal, including obtaining required licenses, generator identification number, and permits.

Designate one employee responsible for Environmental and Hazardous Waste Management. All contract, manifests, invoices, and other documents related to the removal, storage, handling, transportation, or disposal of hazardous waste shall bear a generator identification number issued to the Contractor pursuant to applicable law. Take actions to mitigate creation of hazardous waste by recycling and other available methods. All hazardous waste generated by work under this contract is anticipated to be Contractor generated and shall be the responsibility of the Contractor. Estimated hazardous waste associated with work required in these Specifications is listed below:

Product Amount Techtyl # 894 (cold) or 435 (hot) Rust

Preventive Compound

40 gallons Cleaning Solvents 100 gallons Paint (enamel, latex, epoxy, thinners, oil based, rubber, non-skid, removers) 100 gallons

Rags (contaminated with a known source) 200 pounds Blast Media and paint chips contaminated with heavy metals and other contaminants 200,000 pounds Residual Tank solids 200 pounds Residual Tank liquids 7200 gallons Lubricating oil and grease 100 pounds Used hydraulic fluid 300 gallons Rags contaminated with hydraulic fluid 200 pounds

Hazardous waste generated during the actual performance of the work may vary in type or amount from the waste listed above. The above is an estimate of the amount of waste anticipated to be generated; not an estimate of the amount of work in generating that waste. (REQUIRED REPORT CDRL A019)

1.17.1 The Contractor shall ensure that their cost proposal for the work proposed herein includes reasonable compensation for all anticipated cost of managing and disposing of the wastes listed above, and/or created or generated in the execution of the contract issued, in accordance with the requirements of 42 USC 6901-6992 Rev 1996, 49 USC 5103, 10 USC 7311 Rev 1/22/11. The Contractor shall include a 5-way break down of the anticipated costs associated with this effort in their offer.

1.17.2 Consider coatings to contain heavy metals (e.g., lead, chromium, cadmium), hexavalent chromium, crystalline silica, and/or other toxic or hazardous substances until laboratory analysis establishes otherwise. Comply with all procedures and precautions required for employee protection, sampling, removal, and disposal.

1.17.3 Consider insulation, lagging, and mastics to be asbestos-containing material (ACM) until it can be established by laboratory analysis, or other reliable method(s), that the material does not contain asbestos. Ensure compliance with the requirements of 29 CFR 1915.1001.

1.17.4 Consider materials, debris, and/or residue associated with ventilation systems to contain toxic/hazardous substances including but not limited to cadmium, chromium, and PCBs until laboratory analysis establishes otherwise.

1.18 Materials: All Contractor furnished materials (CFM) installed shall be new.

Materials shall be as indicated on the listed drawings, publications or as specified in this Specification. The use of asbestos, polychlorinated biphenyl (PCB), magnesium, cadmium, or mercury in any materials is prohibited.

1.18.1 Procure/Order 100 percent of materials within 5 business days of contract award, to support the production schedule and delivery of the vessel within in the contracted period of performance.

1.18.2 Status Report Document 100 percent of CFM that is required to accomplish the requirements of this SOW. (REQUIRED REPORT CDRL A020)

1.19 Weight Control: Institute a weight control program in which actual weights, for removed, relocated, and installed equipment/structure, are measured by either weighing or from manufacturer certified data. The location of the center of the load must be recorded along with each weight entry in the weight control report. This location shall show the distance vertically from the baseline of the vessel, longitudinally from amidships and tangentially from the centerline of the vessel.

Items that are permanently removed and replaced with the identical item, in the same location, are not required to be included in the weight control program. Items that are replaced with like items of differing material or quantity shall be included in the weight control program. Items that are new installations shall be included in the weight program. (REQUIRED REPORT CDRL A021)

1.20 Label Plates: Label plates installed in locations exposed to the weather shall be CRES and shall be prepared by the “Metal-Photo” process and sealed to exclude moisture between the plate and the mounting surface. Label plates shall be installed to assure maximum visibility. Label plates shall be attached with CRES screws or adhesive, using drawing S2803-980209 Rev L for guidance. Where adhesive is used, surface preparation shall be in strict accordance with the adhesive manufacturer’s instructions. Test label plates shall be attached on or adjacent to all equipment or components tested without interference to equipment or component operation. The label shall identify the equipment or component, the test load, the dynamic and static load (if applicable), the rated load, the date of testing, and the activity performing the test, using the layout format of drawing S2803-980209 Rev L for guidance.

1.20.1 Labels plates shall adhere to the requirements of 1.20 unless addressed in drawing shall take precedent.

1.21 Integrated Logistic Support: Maintain legible original copies of the following original equipment manufacturers (OEM) information: operating instructions, manuals, drawings, catalog cut sheets, warranty information, and all other supporting documents, for all new equipment, parts, and supplies installed.

(REQUIRED REPORT CDRL A022)

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