Attachment D.1 RONALD H. BROWN FY 22 DRYDOCK SPEC PACKAGE.pdf

NOAA SHIP RONALD H. BROWN

(R-104)

Work Item Index Item # Title _________________

INDEX Rev.– FY22

BASIC WORK ITEMS (ORF)

10011 GENERAL REQUIREMENTS BASIC

10021 TEMPORARY SERVICES BASIC

11001 MISC STEEL REPAIRS BASIC

11231 TANK AND HULL INSPECTIONS BASIC

11621 MAST REPAIRS BASIC

11671 HVAC VENTILATION CLOSURES MAINTENANCE BASIC

11691 SLIDING WATERTIGHT DOORS BASIC

11821 ENGINE MOUNT RENEWALS BASIC

12401 Z DRIVE OVERHAULS BASIC

12471 BOW THRUSTER MAJOR OVERHAUL BASIC

12561 MISC. VALVES AND PIPING BASIC

13001 MISC. ELECTRICAL REPAIRS BASIC

13021 PROPULSION MOTOR AND DRIVE MAINTENANCE BASIC

13201 SWITCHBOARD MAINTENANCE BASIC

14231 DYNAMIC POSITIONING SYSTEM GROOM BASIC

14391 CCTV SYSTEM GROOMING BASIC

14601 12KHZ TRANSDUCER RENEWALS BASIC

15141 CHILLED WATER PLANT MAINTENANCE BASIC

15201 SEA VALVES BASIC

15551 FIRE FIGHTING SYSTEMS CERTIFICATIONS BASIC

15761 MISC WEIGHT HANDLING GEAR INSPECTIONS BASIC

15811 ANCHOR AND ANCHOR CHAIN INSPECTION BASIC

15821 MISC DECK EQUIPMENT REPAIRS BASIC

15831 LIFE SAVING EQUIPMENT INSPECTIONS BASIC

15931 BALLAST WATER TREATMENT SYS ANNUAL INSPECTION BASIC

16311 UNDERWATER HULL PRESERVATION BASIC

16312 FREEBOARD PRESERVATION BASIC

16341 MISC DECK PRESERVATION BASIC

19971 DRY DOCKING BASIC

BASIC WORK ITEMS (PAC)

24411 INMARSAT TV SYSTEM RENEWAL BASIC

25731 HEAVY LIFT CRANE RENEWALS BASIC

ADDITIONAL WORK (ORF)

3000 ADDITIONAL WORK

ADDITIONAL WORK (PAC)

4000 ADDITIONAL WORK

OPTIONAL ITEMS(ORF)

55331 POTABLE WATER TANKS OPTIONAL

56311 WEATHER DECK PRESERVATION OPTIONAL

REFERENCES

REFERENCES – 1

NOAA STANDARD ITEMS

1. NOAA Standard Specification AMC-000-1F, "General Requirements for Ship Repair Work on NOAA Ships"

2. NOAA Standard Specification AMC-631-2D, “Coating Systems for Steel Surfaces”

3. NOAA Standard Specification MOC-300-3, “General Requirements for Electrical/

Electronic Items”

4. NOAA Standard Specification AMC-000-2C, "Temporary Services at the Contractor’s Facility”.

5. NOAA Standard Specification AMC-997-1A, “Drydocking and Routine Drydock Work”

6. NOAA Standard Item AMC-631-3B, "Underwater Body Ablative Coating System”

7. NOAA Standard Item AMC-300-1, Overhaul of Rotating Electrical Machinery.

8. NOAA Standard Item MOC-573-2, “Overhaul/Repair of Hydraulic Cylinders”

9. NOAA Standard Item MOC-100-1A, “ABS LOAD LINE SURVEY”

10. NOAA Standard Item AMC-533-1, “Potable Water Tank Disinfection”

11. NOAA Standard Item AMC-634-1B, Deck Coverings

12. NOAA Standard Specification AMC-635-2, “Thermal Insulation For Compartments”

13. NOAA Standard Item AMC-505-1B, Valve Overhaul and Test

DRAWINGS

1. Drawing No. RB-085-001, Rev A, “Booklet of General Plans”

2. Drawing No. 00-631-001 PAINT SCHEDULE, Rev -, “Paint Schedule

3. Drawing No. RB-501-6932918, Rev B, “Piping Standard Details”

4. Drawing 101-6932801, Structural Module #1

5. Drawing 101-6932827, Shell Expansion

6. Drawing 101-6932805, Structural Module #5

7. Drawing 101-6932815, Structural Module #15

8. Drawing 101-6932806, Structural Module #6

9. Drawing 573 6932840, Heavy Lift Crane Foundation Aft Deck

REFERENCES – 2

10. Drawing 573 6932841, Heavy Lift Crane Foundation Port Side

11. Drawing 101-6932813, Structural Module #13

12. Not Used.

13. Drawing 101-6932813, Structural Module #5

14. Drawing 101-6932823, Structural Model #23

15. Drawing 101-6932804, Structural Model #4

16.Drawing 101-6932819, Structural Model #19

17. Dwg 171-6932832, Mast, Jack staff, and Ensign Staff

18. Dwg 422-6932749, Navigation Light Diagram

19-22 Not Used.

23. Drawing 183-6932837, Generator Foundations

24. Drawing 073-6932898, Resilient and Dim Mounting List

25. Drawing 528-6932928, PLUMBING SEWAGE & WEATHER DECK DRAINS

26. Drawing 506-6932919 – FILLS,VENTS,& SOUNDS DIAG & DETAIL

27. AIRMAR Drawing 95-001 Rev 01

28. Drawing RB-461A-07 Multibeam Fairing Construction REV A

29. Drawing 506-6932919, SEAWATER SERVICE SYSTEM DIAGRAM

30. Drawing RB-555-6932945, AFFF System

31. Drawing RB 555-02 REV G, Fire Plan

32. FIRE DETECTION SYSTEM WIRING DIAGRAM

33. 581 6932843 - ANCHOR HANDLING

34. Drawing RB-085-002, Rev -, “Docking Plan”

35. DWG # ECS-100-001 REV-, Sea Tel Installation Profile & Plan View;

36. Dwg. 300 6932772 C ELECTRICAL ONELINE DIAGRAM

OTHER

REFERENCES – 3

1. IEEE STD 45-1983, Recommended practice for electronic installations On shipboard.

2. American Bureau of Shipping, Rules for building and classing steel vessels.

3. Code of Federal Regulations, Title 46, Subchapter J, Electrical Engineering

4. Technical Manual RB-245, Lips Thrusters Volume I & II

5. Technical Manual RB-568-00, Bow Thruster TM

6. Technical Manual RB-573-02, North American Crane Model MCT -1565

7. Not Used

8. NOAA SHIP RONALD H BROWN ENGINEERING SYSTEMS PAINT SCHEDULE

9. NOT USED.

10. Technical Manual RB300-8, Electrical, Propulsion, & Central Machinery Control

System (Propulsion Motor Manual)

11. Tank Capacity Summary

12. NOAA Ship Ronald H. Brown Ventilation Closure List Rev. –

13. Technical Manual RB-167-00, Hydraulic Watertight Doors

14. NOAA Ship BROWN 600V Switchboard Drawing

15. NOAA Ship BROWN 480V Switchboard Drawing

16. NOAA Ship BROWN Electrical Motor & Generator Inventory

17. NOAA Ship BROWN Breaker Listing

18. NOAA Ship Brown Register of Lifting Appliances and Items of Loose Gear

19. Tech Manual RB-573 05 - TRACTION WINCH SYSTEM

20. Rescue Boat Righting Device Inspection Form

21. Current Life Raft Certs

22. Sea Tel TVHD Antenna Systems, Installation manual, Document. No. 99-141156-A, Revision A, December 30, 2014

03 NOV 2021

ITEM NO. 10011 BASIC ITEM MED/JAL

INTENT, SCOPE, GENERAL REQUIREMENTS

10011-1

1.0 ABSTRACT

This Item describes the intent, scope, and general requirements that apply to this Work Package.

2.0 REFERENCES

2.1 NOAA Standard Specification AMC-000-1F, "General Requirements for Ship Repair Work on NOAA Ships"

2.2 NOAA Standard Specification AMC-631-2D, “Coating Systems for Steel

Surfaces”

2.3 NOAA Standard Specification MOC-300-3, “General Requirements for

Electrical/ Electronic Items”

2.4 AGOR Drawing No. RB-085-001, Rev A, “Booklet of General Plans”

2.5 Drawing No. 00-631-001 PAINT SCHEDULE, Rev -, “Paint Schedule”

2.6 AGOR Drawing No. RB-501-6932918, Rev B, “Piping Standard Details”

2.7 IEEE STD 45-1983, Recommended practice for electronic installations

On shipboard.

2.8 American Bureau of Shipping, Rules for building and classing steel vessels.

2.9 Code of Federal Regulations, Title 46, Subchapter J, Electrical

Engineering

2.10 NOAA SHIP RONALD H BROWN ENGINEERING SYSTEMS PAINT SCHEDULE

3.0 REQUIREMENTS

3.1 References listed in 2.0 form a part of these Detail

Specifications. All provisions and requirements contained therein are applicable to all work items, including all additional work items which are authorized by the Contracting Officer.

3.2 Provide and maintain a Quality Assurance (QA) TEST AND INSPECTION PLAN applicable to all work items, including all additional work items which are authorized by the Contracting Officer and update it weekly for each weekly progress meeting. The form shall include the following minimum information for each work item and additional work item:

1) Specification item and paragraph number

2) Component/Equipment name

3) Test or Inspection description

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10011-2

4) Acceptance Criteria

5) QA Inspection Report

3.4 The design and execution of work items within the work package are the Contractor’s responsibility. Work items and Contract Guidance Drawings provided as part of the work package do not fully describe all work required to meet regulatory requirements. However, all work performed by the Contractor and Subcontractor, regardless of tier, shall comply with regulatory requirements, and the cost shall be borne by the Contractor/Subcontractor. Only the costs of ABS ship surveys/inspections will be borne by the Government. However, the scheduling of ABS surveys/inspections remains the Contractor’s responsibility.

3.5 Weigh each item removed from and installed on the ship. Provide a summary report to the COTR indicating the total weight in pounds of items removed, the total weight in pounds of new items installed, and the locations of weight removals and installations, with reference to deck level, frame number, height above deck level, and distance from centerline.

3.6 Unless otherwise stated in the individual work items, prepare and coat all new steel, all existing steel surfaces identified to be cleaned and painted, and any paint system disturbed while accomplishing work items, in accordance with reference 2.2. Finish coat colors shall match those of the surrounding, unmodified area. In addition, all power tools used to prepare internal spaces for painting, such as staterooms, the bow thruster space, engine room, stern thruster rooms and Generator Rooms, shall be fitted with dust collecting equipment to keep air bourne contaminants to a minimum. This does not relieve the Contractor from using protective coverings on equipment in those spaces.

3.7 At no time will the ship be required to moor at any dock which has a water depth of less than that required to provide a minimum clearance of two (2) foot under the lowest underwater hull projection during the entire period for which the ship is at the Contractor’s facility.

3.8 Ship’s force will maintain a minimal presence during

accomplishment of work to these specifications. Their availability to operate ship’s equipment will be limited. Unless otherwise specified, provide a minimum of one working day prior notice for any equipment operations.

3.9 Several items require the modification or installation of various piping systems. All piping systems, unless otherwise specified within these specifications shall be installed in accordance with references 2.6 and coated in accordance with reference 2.10.

3.10 Several items require the installation of new cabling and electrical equipment. All new cabling and electrical equipment shall be installed in accordance with reference 2.3.

3.10 Drawings shall be updated only when specified in the individual

03 NOV 2021

10011-3 work item. All CAD drawings shall be updated in AutoCad 2000. All paper drawings shall be redlined. The Redline and CAD updates shall include a complete list of new parts used, to the level of detail shown on existing parts lists on the referenced drawings. The Government shall provide either a full size copy of the drawing to be redlined or a copy of the CAD drawing.

The updated drawings shall be returned to the COTR no later than 14 days after completion of the contract.

3.11 All new equipment and furnishings purchased by the Contractor for installation on the vessel shall be provided with factory supplied technical manuals, or data sheets, complete with parts listings. Faxed copies of this information is not acceptable. This documentation shall be turned over to the COTR after installation is completed.

3.12 The Contractor shall schedule and participate in a one- day sea trial near the end of the work performance period to witness testing of all repaired or newly installed equipment and machinery. The sea-trial is expected to take ten (10) hours, departing from the contractor’s facility, with contractor personell be dropped off by small boat. The contractor is to provide the COR a list of personnel attending the sea trial at least 48 hours in advance.

3.13 The contractor shall assume that the ship’s force will be living on board during the first 10 days and last 10 days of the availability.

During this period, no systems that would impact hotel services on board should be disrupted.

3.14 Within seven (7) days of contract award the contractor shall purchase all long lead time materials and provide a copy of the oder/invoice and estimated delivery date to the COR.

3.15 During the last three weeks of the contract period, the contractor shall develop a requirements tractability matrix (Punchlist) of all outstanding items from the contract and have daily meetings to go through all remaining items. During the final 14 days, the meetings shall be conducted twice daily.

3.16 In the addition to the hot work requirements detailed in Reference 2.1, the contractor shall complete and submit NOAA Form 57-17-09 - NOAA Hotwork permit.

4.0 NOTES

4.1 NOAA Ship RONALD H. BROWN, ABSID Number 9727531, has ABS Class Notations A1, E, AMS, and ACCU. The ship is currently in Active Status. The following descriptive data of NOAA Ship RONALD H. BROWN is provided for information:

Overall length - 274'- 0" Beam, Molded - 52'- 6" Draft, Design - 17'- 0" Draft, Navigational - 19'- 0"

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10011-4

Depth to Main Deck - 26'- 6" Displacement (FL) - 3527 LT Displacement (LS) - 2252 LT Propulsion Z-Drives - 2 Speed Sustained - 12 Knots

4.2 NOAA will deliver NOAA Ship RONALD H. BROWN to the contractor’s facility. Delivery of the ship back to the Government shall be at the contractor’s facility.

4.3 NOAA Ship RONALD H. BROWN is an AGOR class Oceanographic Research Vessel commissioned in 1997. REVELLE is the lead ship in the “AGOR 24" class.

Most of the drawings were based on the lead ship. There may be differences between the drawings and the ship. Take into account these differences during the bidding.

03 NOV 2022

ITEM NO. 10021 BASIC ITEM MED/JAL

TEMPORARY SERVICES

10021-1

This Item describes the requirements for temporary services for the vessel for the duration of the contract.

2.0 REFERENCES:

4.0 NOTES

4.2 The vessel’s drain lines from the staterooms and galley (grey water system) do not have a separate holding tank. All drain lines go to the sewage holding tank.

3.0 STATEMENT OF WORK REQUIRED

3.1 Furnish the following ship services that commence from the date of the ship's arrival at the Contractor’s facility until the date of redelivery including shifting the vessel, sea and dock trials and dry-docking. Provide, connect and disconnect cables, lines, hoses, valve fittings, gangways, etc. required to provide services as described herein. Material used in providing the services described herein shall be of good material condition and at a minimum shall be free of tears, cracks, or leaks. Make all connections and provide all services within two hours after the ship arrives at the facility. The services are to be disconnected only when necessary to shift the ship or upon satisfactory completion of all authorized items of the contract. When the ship is shifted, drydocked, or refloated, the services are to be restored for normal use within one hour after completion of the shifting, drydocking, or refloating operation.

3.1.1 Electric Power: Electric Power requirements are 480 VAC, 3 PH, 60 HZ, 800 amps total service through two (2) 400 amp electrical shore power cables. Shore power cables shall be provided by the Contractor and must fit the ship’s receptacles. Ship’s receptacles are Joy Manufacturing Company part number X8999-39.

Estimated average hotel load will be 400 kw. Cables shall be run so as not to create tripping or fire hazards.

3.1.2 Air: Provide 125 psi dry, filtered, compressed air at 100 cfm, connected to the ship’s service air line on the Main Deck. Air shall be available 24 hours/day during the entire yard period.

3.1.3 Cooling Water: There is not a Main Deck connection in the auxiliary salt water system for a shore connection. Water can be provided by connecting a fire hose from the pier to a ball valve located in the aux. salt water system piping on the upper level of the Generator Room, stbd. side aft near the #1 AC Plant. This configuration will provide cooling for the air conditioning and reefer plants. Provide water a rate of 100 gpm at 60 psig utilizing a pressure regulator located on the pier.

3.1.4 Sanitary Water: the ship uses potable water for sanitary

03 NOV 2022

10021-2 flushing.

3.1.5 Potable Water: Provide uncontaminated potable water to the ship's potable water deck connection as follows:

3.1.5.1 Water pressure at the connection shall not be less than

40 and not more than 60 pounds-per-square-inch-gage. Hoses to be used for potable water or steam service shall not have been previously used for any other purpose. Prior to connecting to the ship's system, thoroughly flush the hoses with water from the municipal water system. Whenever water is provided to the ship from a municipal potable water system, comply with local ordinances and the U.S. Public Health Service regulations regarding use of check valves and other automatic closure devices to prevent contamination of the municipal water source.

3.1.5.2 Prior to making the hose connection to the ship, provide to the COR adequate documentation that the water fully complies with the Safe Drinking Water Act (SDWA). As a minimum, the documentation must include:

a. A report from a local health authority or an independent testing lab attesting that the water supply meets safe bacteriological levels.

b. Additional data, attainable from the water supplier, which verifies compliance with physical, chemical, and aesthetic standards of the SDWA.

3.1.6 Fire-Fighting Water Supply

3.1.6.1 Provide a water supply to the ship's fire main

connection on deck for fire protection. The water supply shall be capable of maintaining the fire main system pressure between 100 and 130 pounds-per-square-inch-gage at the deck connection when two 50-foot lengths of 1-1/2-inch hose are simultaneously open and delivering water through two Navy all-purpose nozzles.

Provide a shut-off valve at the deck connection to prevent pressurizing the ship's firemain except when needed.

3.1.6.2 Provide and maintain an emergency source of fire-

fighting water capable of providing 500 gallons-per-minute at 100 pounds-per-square-inch-gage to the ship's weather deck within five minutes of loss fire-fighting water pressure at the ship's fire main. The emergency source shall be completely independent of the source used to provide water to the fire main system.

a. Means shall be provided to ensure that the emergency water supply can be connected to the ship's fire main system within 5 minutes.

b. Power for the emergency source shall be independent of

03 NOV 2022

10021-3 the Contractor's normal source of electrical power. The emergency source shall be capable of being provided when local utilities are disrupted.

c. Demonstrate proper operation of the emergency source within 8 hours after the ship arrives at the Contractor's facility and perform an operational test weekly.

3.1.7 Shore Sewage Line: Accept and properly dispose of effluent sewage and turbid water from the ship's deck connection. The ship's installed pumps will be used to pump the sewage and turbid water to the deck connection. The vessel’s sewage system is fitted with 3 inch, camlock, quich disconnect fitting for use as a shore sewage connection. The fitting is located on the Main Deck port and starboard. If the ship is to be discharging to a frak tank and not directly into a sewer system, the ship is to have it’s own dedicated frak tank that is not shared with another ship.

3.1.8 Provide camels or fender system to prevent the ship's sides from chafing against the wharf or pier while the ship is moored at the Contractor's facility. When moving the ship with tugs, ensure that adequate fenders are used to prevent chafing of the ship's hull against the tug. All damage to the ship's hull structure and coating systems which occurs due to lack of adequate fenders shall be repaired by the Contractor. No other ship or barge shall be moored alongside the ship.

3.1.9 Gangway

a. Provide two safe gangways for easy access to the ship. Ship's equipment shall not be used. One gangway shall be used as the main access to the vessel, while the other gangway shall be used strictly in time of emergency. Whenever the ship is in drydock or on a railway, the gangways or brows shall be located on opposite sides of the ship. Clean and clear gangways on a daily basis.

b. Each gangway shall be OSHA approved and shall have a walking surface not less than 90 cm (36 in) in width. The gangways shall be secured against shifting or slipping.

c. Each side of gangways and the turntable, if used, shall have a railing with a minimum height of 90 cm (36 in) measured perpendicularly from rail to walking surface at the stanchion, and shall have a midrail. Rails shall be of wood, pipe, chain, wire, or rope and shall be kept taut at all times.

d. The gangway shall be properly trimmed at all times.

e. When a fixed tread accommodation ladder is used and the angle is low enough to require employees to walk on the edge of the

03 NOV 2022

10021-4 treads, cleated duck boards shall be laid over and secured to the ladder.

f. Supporting bridles shall be kept clear to permit unobstructed passage while using the gangway.

g. When the upper end of the means of access rests on or is flush with the top of the bulwark, substantial steps properly secured and equipped with at least one substantial handrail 84 cm (33 in) in height shall be provided between the top of the bulwark and the deck.

h. Obstructions shall not be laid on or across the gangway.

j. The means of access shall be adequately illuminated for its full length.

k. Unless the construction on the vessel makes it impossible, the means of access shall be located so that cargo lifts do not pass over it. In any event, loads shall not be passed over the means of access while personnel are on it.

l. Safety nets shall be installed and secured to the ship and to the pier edge so as to provide coverage for the areas between the ship and pier for a distance of 1.8 m (6 ft) on either side.

3.1.10 Toilet Facilities

3.1.10.1 Shipyard personnel shall not use shipboard toilet

facilities. Provide signs to this effect. Whenever the detail specifications specifies that temporary toilet facilities are required or whenever the Contractor must secure the ship's toilet facilities, sewage system, or potable water system, adequate temporary toilet facilities must be provided for NOAA use.

3.1.10.2 Provide one temporary toilet for each 15 persons, or part thereof, in the ship's crew.

3.1.10.3 When the ship is in a drydock or marine railway, the toilet(s) shall be located on the ship's main deck near the stern.

When the ship is moored dockside, the toilet(s) must be within 200 feet of the ship's gangway.

3.1.10.4 Portable chemical toilets are acceptable, provided the

Contractor empties and cleans them daily.

3.1.11 Bilge Cleaning

a. During the first three days of the repair period, pump and properly dispose of all oily water from the engine room bilges. At the completion of all other work, clean the engine room bilges by pressure washing flushing with a cold fresh water hose washdown.

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10021-5

Remove all debris and pump the bilges dry.

b. The Contractor shall plan and perform the work in a manner to minimize both the quantity of bilge water produced and the hazardous constituents of the water. Direct discharge to tanks or trucks ashore or similar methods must be used in lieu of dumping to the bilge.

c. Contractor personnel shall physically enter bilge areas, including rose boxes, at the start and completion of the availability and physically remove and dispose of contractor and ship’s force generated garbage and debris.

3.1.12 Remove and properly dispose of Waste Oil and Oily Waste from the

Wast Oil Tank (4-84-0) and Oily Waste Tank (4-87-0). Upon removal of waste, open tanks and pressure wash clean all tank internals. Remove and properly dispose of all cleaning liquids and debris. COTR to inspect each tank upon completion of cleaning. Close up tanks using new gaskets when directed by the COTR.

Capacity (gal.) Waste to be Disposed

Waste Oil Tank (4-84-0): 3,831 3,500 Oily Waste Tank (4-87-0): 4,976 4,570

3.1.13 Security Service

Security service shall be provided on board the ship from 1600H- 0800H weekdays, and 24 hours a day on weekends and Government holidays throughout the length of the ship's availability.

Government holidays are listed at http://www.opm.gov/fedhol. These watches shall guard against flooding, fire, theft, equipment malfunction and any other hazard which may occur. Any abnormalities shall be reported to the Shipyard Management, Ship’s Command and the COR immediately. The security watch shall be state licensed and have a minimum of 2 years experience in security.

A guard shall inspect all unlocked compartments at least once every two hours, or part thereof. The guard shall be equipped with a Detex watch clock, or equivalent, during the compartment inspections and shall record their inspections on the clock at key stations securely installed by the Contractor.

The number of key stations required shall be eight (8). The location for installing the key stations shall be specified by the COTR. A copy of the watch clock recordings for the preceding 24-hour period shall be provided daily to the COTR.

3.1.14 Phone Lines

Four (4) phone lines are required on board the ship for general ship’s use. Install phone line cabling to the ship’s phone shore connection located on the 02 Level aft near the shore power box.

Assist the ship’s eletctronic technician in making connections.

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10021-6

Telephone service shall be provided for making unrestricted local calls and 800 toll free calls. Long distance calling is only to be allowed with the use of a passcode provided to the COTR. The contractor shall prepare a separate invoice, including an itemized list of the long distance toll calls. Submit the invoice to the COTR as a condition report for payment at the completion of the contract period.

3.1.15 High Speed Internet Service

Provide high speed internet service for the duration of the availability. Internet service shall have down speed minimum of 25 Mbps and and up speed minimum of 2 Mbps. Internet cable (and any modem or other equipment required to provide the service) shall be run to the Computer Lab (1-45-2)where the ship’s ET’s can connect to the ship’s distribution system.

3.1.16 Garbage and Refuse

Provide containers on the ship in sizes and quantities required for convenient, sanitary disposal of garbage and refuse by the ship's crew.

If adequate deck space is not available on the ship and if authorized by the COR, the containers shall be located off the ship within 20 feet of the gangway specified by the COR. Empty and clean the containers daily to prevent them from becoming a health hazard.

3.1.17 Crane Service

Provide a total of 80 hours of crane time which includes, but not limited to, the following support services: rigger, forklift, and transportation services required for the exclusive purpose of off loading, on loading, and stowage of Government stores, materials, and supplies not related to the work package. Requests for said services shall be authorized by the COR only.

3.1.18 Parking Spaces:

Provide Twelve (12) each vehicle parking spaces The parking spaces shall be inside the Contractor's facility or within 100 feet of the gate to the Contractor's facility. The spaces may be outside the gate to the Contractor's facility only if the Contractor has the means to control unauthorized use of the parking spaces. The parking spaces shall be reserved exclusively for use by NOAA personnel and shall be clearly marked "RESERVED-NOAA".

3.1.19 Booms

Upon arrival of the vessel at the contractor's facility, an oil boom shall be rigged to completely encircle the vessel and shall be maintained in good material condition throughout the entire availability.

3.2 Provide four (4) each dockside office spaces meeting the following minimum requirements. One will be designated for the COR, and three will be for Ship’s use.

3.2.1 Each space shall be a minimum of 14 feet by 14 feet and shall be

03 NOV 2022

10021-7 equipped with at least one 30-inch by 60-inch desk, one 30-inch by 48-inch(minimum) work table, two chairs, a two-drawer file cabinet, waste paper basket, three double electric 110 VAC outlets(with power connected) evenly spaced around the space, adequate lighting, and two 24-inch by 36-inch windows.

3.2.2 Each office space shall be heated to 68 degrees Fahrenheit and cooled to 72 degrees Fahrenheit.

3.2.3 Provide an all in one fax/scanner/copier/printer for use by the COTR for the duration of the availability. The unit shall be capable of printing/scanning 11”x17” tabloid size paper. Provide ink and paper for the unit as required for the duration of the availability.

3.2.4 Provide high speed internet service for each office.

3.2.5 Provide adequate toilet facilities adjacent to and adjoining the office spaces. At least one toilet facility shall be provided per two offices required. Each toilet facility shall be provided with at least one water closet and one lavatory. Provide ample toilet tissue, soap and paper towels.

3.2.6 Provide daily janitorial service to clean the toilet facilities, office spaces, empty waste paper baskets, and resupply paper products.

3.2.7 The office spaces shall be located as close as practical to the ship, but in no case shall the office spaces be more than 300 feet from the ship.

3.2.7.1 If the office is located more than 300 hundred feet from the ship, provide two each designated golf carts for use by the COR and Ship for the duration of the availability. The golf carts are to be capable of seating four persons, and shall have seat belts and be provided with fuel fo the duration of the contract.

3.2.8 Provide three (3) independently accessible parking spaces adjacent to the COTR office, which are in addition to the parking spaces required by the ship.

8.0 GENERAL REQUIREMENTS: None Additional.

03 NOV 2021

ITEM NO. 11001 BASIC ITEM MED/JAL

MISC. STEEL REPAIRS

11001-1 l.0 ABSTRACT

1.1 This item describes miscellaneous steel repairs and modifications throughout the ship.

2.0 REFERENCES:

2.1 Drawing 101-6932801, Structural Module #1

2.2 Drawing 101-6932827, Shell Expansion

2.3 Drawing 101-6932805, Structural Module #5

2.4 Drawing 101-6932815, Structural Module #15

2.5 Drawing 101-6932806, Structural Module #6

2.6 Drawing 573 6932840, Heavy Lift Crane Foundation Aft Deck

2.7 Drawing 573 6932841, Heavy Lift Crane Foundation Port Side

2.8 Drawing 101-6932813, Structural Module #13

2.9 Drawing 623-6932856, Vertical and Inclined Ladder Details

2.10 Drawing 101-6932813, Structural Module #5

2.11 Drawing 101-6932823, Structural Model #23

2.12 Drawing 101-6932823, Structural Model #4

2.13 Drawing 101-6932819, Structural Model #19

3.0 ITEM LOCATION/DESCRIPTION: See para. 7.0

4.0 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICES: None.

5.0 NOTES

5.1 The contractor and all subcontractors regardless of tier are advised to review other work items under this contract, including but not limited to 10011,10021, 11231,16312, and 19971 to determine their effect on the work required under this work item. Many of the definitions relating to performance of this work item are found in references included in work item 10011.

6.0 QUALITY ASSURANCE REQUIREMENTS: None additional.

7. STATEMENT OF WORK REQUIRED:

7.1. Prior to the start of any work on in this work item, schedule and accomplish a walk-through of each repair with the Port Engineer and the attending ABS Surveyor within the first two days of the contract start date.

Submit a condition report with any recommendations as a result of this inspection.

7.2. Bow Thruster Bilge Starboard

7.2.1. Crop and renew the starboard hull plating in way of two each blanked hull valves between Frames 20-22. The insert will be approximately 38”x60” ½” plate. Refer to Reference 2.1.

7.2.2. Renew the hull structure in way of plate insert.

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11001-2

7.2.3. Note that the new insert will not have the hull valves, they are being eliminated. See References 2.1 and 2.2 for guidance.

7.3. Renew the shell plating on the port side of the Winch Room (2-99-0) at the deck. Refer to References 2.2-2.4.

7.3.1. Renew the hull plating from the existing weld seam (approximately 4” above the winch room deck) to approximately 20 inches below the deck into the No. 6 Ballast Water Tank (Port) between Frames 99-109 1/2 in the Winch Room. Hull plating is 1/2 in. plate.

7.3.2. Renew forward bulkhead of the Winch Room port side from the side shell to to approximately 16 inches inboard. The insert is to be approximately 12 inches above the deck to 20 inches below the deck, 3/8 in. plate The No. 5 FO Tank (Port) shares this boundary.

7.4. Renew the shell plating on the starboard/aft side of the Winch Room (2-99-0) at the deck. Refer to References 2.2-2.4.

7.4.1. Renew the hull plating from the existing weld seam (approximately 4” above the winch room deck) to approximately 20 inches below the deck into the No. 6 Ballast Water Tank (STB) between Frames 107 ½ to 110 in the Winch Room. Hull plating is 1/2 in. plate.

7.5. Renew shell plating on the Port Side Transom and Port Aft Shell Plating, Refer to References 2.2 and 2.5. This plating is located in the Propulsion Motor Room (2-110-0), port aft corner.

7.5.1. Renew the rolled port aft corner plate seam to seam, approximately 26 in.

x 38 in. x 3/8 in plate.

7.5.2. Renew the rolled deck edge and side plating from the rolled corner piece in para. 7.3.1 forward apporx. 30 in. between FR 125 and 124. Renew down to the aft knuckle plate. Approx. 30 in. wide x 24 in. tall x 3/8 in plate insert which is to include the rolled deck edge on the Main Deck.

7.5.3. Renew the aft knuckle shell plating from the transom forward to FR 124 ½.

Approximately 42 in. x 48 in. x 3/8 in. plate insert.

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Aft Quarter Steel Repairs

7.6. Accomplish UT gaging of the tank top and side shell plating port and starboard in the lower Generator Room (2-64-0).

7.6.1. Accomplish shots every 6 in. on the tank top and shell plating between FR

64 and 90 port and starboard. Accomplish addition shots in any pitted areas.

For estimating purposes, assume 150 shots per side for total of 300 shots.

7.6.2. Submit the gaging report with the first 7 days of the contract start date.

7.7. Renew plating in Pump Room (3-90-0) Port/Aft corner. See References 2.3-2.4.

7.7.1. On the outboard bulkhead, renew from the corner to forward approx. 20 in.

and 12 in above the deck to 16 inches below the deck. On the aft bulkhead, renew from the corner inboard approx. 16 in. and outboard past the corner approx.. 16 in. and 17 in. above the deck (existing weld seam) to 16 inches below the deck. Tank boundaries include No. 5 FO Tank (Port), No. 5 FO Tank (Center), No. 6 FO Tank (Center), and No. 6 SW Ballast (Port). The aft bulkhead plating is 1/2” plate, and the outboard bulkhead plate is 3/8 in.

plate.

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11001-4

7.8. Renew plating in Pump Room (3-90-0) starboard side bulkhead. See References 2.3-2.4.

7.8.1. Renew the outboard bulkhead plating from approx. 12 in. above the deck to 16 in. below the deck between FR 90 ½ to 99. Also renew the aft bulkhead from the starboard corner inboard 36 in. and outboard past the corner approx. 16 in. and from 17 in. above the deck (existing weld seam) to 16 inches below the deck. Tank boundaries include No. 5 FO Tank (Stbd), No.

5 FO Tank (Center), No. 6 FO Tank (Center), and No. 6 SW Ballast (Stbd). The aft bulkhead plating is 1/2” plate, and the outboard bulkhead plate is 3/8

in. plate.

7.9. Accomplish the following to preserve and inspect the deck in the Deck Locker

(01-60-1).

7.9.1. The ship’s force will remove all tools, stores and supplies from the space.

7.9.2. Temporarily remove the three each aft Vidmar drawer cabinets and the workbench top. Also remove the two each storage lockers. See pictures below.

7.9.3. Prepare the deck and 6 in. up all bulkheads to SSPC-SP 11.

7.9.4. Upon completion of deck preparation, accomplish an inspection of the steel deck with the port engineer. Submit a condition report with recommendations if any steel deterioration is identified.

7.9.5. Apply the following coating system after repairs, if any:

7.9.5.1. First coat–Sherwin Williams Seaguard 5000HS (or equal), red 5 mils

DFT

7.9.5.2. Second coat – Sherwin Williams Seaguard 5000HS (or equal), Gray 5 mils DFT.

7.9.6. After completion of all coating applications, reinstall all items temporarily removed.

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Deck Locker Workbench and Storage Lockers

7.10. Accomplish the following modifications for the cat walks located forward of the Bridge windows port and starboard. The intent is to install permanent safety rails for access to the bridge wiper assemblies and lights for safer maintenance port and starboard sides. See marked up pictures below for reference. All below work is to be accomplished on the port and starboard sides.

7.10.1. Remove existing fore and aft safety railing from where they attach to the bridge to near the existing railing stanchion. Note, do not remove the existing railing attached to the bridge below the windows.

7.10.2. Remove the existing 2” fiberglass deck gratings to scrap.

7.10.3. Remove the existing aft 2 in. angle iron deck grating support that runs athwartship. Grind smooth in way of removals.

7.10.4. Install new 3/8in x 2 in. angle iron structure approximately 4 inches forward of the bridge for the entire length of the existing structure. Extend the outboard and inboard angles as necessary to box in the modified deck grating support structure. Weld out all welds 100%.

7.10.5. Extend the existing 04 level three tier safety railings outboard in front of the bridge windows and aft to the bridge as shown in the below pictures.

One new vertical stanchion will be required on the port side and two on the starboard side. The vertical stanchions are to be 3/8” plate, and the

03 NOV 2021

11001-6 railings are 1 ¼” sch. 40 pipe. Verify existing railing pipe size before ordering materials. Weld out all welds 100%.

7.10.6. Prepare existing grating support structure to SSPC-11. Coat in accordance with the paint schedule.

7.10.7. Install new 2” thick gray fiberglass decking material. Install stainless steel clips to secure decking into place.

Port Bridge Cat Walk Modifications

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Starboard Bridge Cat Walk Modifications

7.11. Accomplish the following to install a remote operated life ring release system aft of the port bridge wing. Refer to below pictures of the existing installation and pictures of the finished installation as already accomplished on the starboard bridge wing.

7.11.1. Install a new life ring release rack system, HAMMAR Lifebuoy Quick

Release System(HLQRS)Model HA0600H (or equal)in accordance with the manufacturer’s instructions.

7.11.2. Remove the existing life ring release rack and supporting structure.

NOTE, retain the forward extension legs of the existing rack for re-utilization with the new system.

7.11.3. Restore/extend existing railing pipes to existing stanchion in way of removals.

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11001-8

7.11.4. Fabricate and install new 2”x1/4” angle iron foundation to mount the new rack in same area as the existing, except that the new installation shall be such that the top of the new rack will be lowered to approximately six inches above deck.

7.11.5. Drill and bolt the old existing rack’s extension legs to the new angle iron foundation. Install a Marine-Grade Moisture-Resistant Polyethylene (HDPE) Sheet, ¾”, white onto the extension legs.

7.11.6.

Bolt the new release rack to the new foundation directly to the HPDE Sheet.

7.11.7. Mount the remote release button just inside the port bridge wing aft door. Route cabling from the release rack to the new release button. Install one each new cable bulkhead penetration to facilitate this cable installation.

7.11.8. Install a power cable from the release button to the ship’s 24 VDC power source. This is located in power panel 9EP located in the Chart Room (04-57-0).

Existing Port Bridge Wing Life Ring Release

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New Installation Starboard Bridge Wing

7.12. Accomplish the following for the port and starboard heavy lift crane boom rests. Refer to References 2.6 and 2.7.

7.12.1. Remove the boom rests from ship to shop. Remove the existing wood blocks.

Blast boom rest assemblies to SSPC-SP10. Coat the boom rests as follows:

a. Two each coats–Sherwin Williams Seaguard 5000HS (or equal),5 mils DFT each

b. Two each coats-Sherwin Williams Acrolon (or equal), 4 mils DFT each, Black

7.12.2. Install new wood with new stainless steel hardware on each boom rest.

7.12.3. Reinstall the rests on board the ship. Shim or cut the wood in each boom rest as necessary for proper nesting of the crane boom in the rest.

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7.13. Accomplish the following to renew the port and starboard navigation side light foundations located underneath the port and starboard bridge wings outboard. See below pictures for reference.

7.13.1. Temporarily remove the navigation light assemblies from the foundation housings. There are bolted access plates in the weather deck aft of the port and starboard bridge wings to gain access to the nav lights.

7.13.2. Crop and renew the the nav light foundations. To include the vertical and horizonal plates of the foundations and the inboard deflector plate. The two each gusset brackets can be re-utilized. Plate thickness is ¼”.

7.13.3. Fabricate and install new deck access plates using the existing as templates. Drill and tap holes and install new sstl hardware.

7.13.4. Reinstall the nav lights utilizing new stainless steel hardware.

Starboard Navigation Side Light Foundation

Port Navigation Side Light Foundation

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7.14. Accomplish all fit ups, weld inspections, and tank testing to the satisfaction of the ABS Surveyor for work in this item.

7.15. Provide ABS material certs for all steel utilized. All new steel is to be grit blasted prior to installation.

7.16. For all hull access cuts, provide a sketch of the proposed hull cut to the local ABS surveyor and the COR at least 48 hours in advance for approval.

END OF SPECIFICATION

03 NOV 2021

ITEM NO. 11231 BASIC ITEM MED/JAL

TANK AND HULL INSPECTIONS

11231-1

1.1 This item describes the requirement to plan, support and execute ABS Special Periodic Survey as outlined in the following specification.

2.0 REFERENCES:

2.1 NOAA Standard Item MOC-100-1A, “ABS LOAD LINE SURVEY”

2.2 Tank Capacity Summary

2.3 NOAA Standard Item AMC-533-1, “Potable Water Tank Disinfection”

3.0 ITEM LOCATION/DESCRIPTION: See 7.0

4.0 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICE:

4.1 The Government shall provide the services of the ABS Surveyor and will pay ABS survey fees.

5.0 NOTES

5.1 The contractor and all subcontractors regardless of tier are advised to review other work items under this contract, including but not limited to 10011, 10021, 11001, and 19971 determine their effect on the work required under this work item. Many of the definitions relating to performance of this work item are found in references included in work item 001.

6.0 QUALITY ASSURANCE:

6.1 Provide initial ABS survey schedule prior within 48 hours of start of the contract performance period, clearly identifying loading conditions that correlate to initial tank boundary inspections. Update survey schedule at weekly progress meetings.

7.0 STATEMENT OF WORK REQUIRED:

7.1 Accomplish the requirements of Reference 2.1 to facilitate the Special

Hull Survey and Load Line Survey with ABS. Schedule, plan and coordinate all services of the American Bureau of Shipping (ABS) surveyor to accomplish all ABS inspections and surveys required under Special Periodical Survey – Hull 5. All inspections shall be accomplished with COR, or other designated government representative present. Government will compensate ABS for survey costs under a separate purchase order. Contractor shall prepare vessel for various survey parts and bear cost of re-survey due to improper/inadequate vessel preparation. Neither Government nor Contractor shall be

11231-2 compensated by the other for delay of a scheduled survey if delay is caused by ABS for which neither Contractor nor Government is at fault.

7.2 Within the first 48 hours of the contract start date submit a condition report with a plan for sequencing tank boundary testing and inspection to satisfy ABS tank inspection requirements.

7.3 Assist ship’s chief engineer in transferring fuel oil, lube oil, ballast water, and potable water between ship’s fuel oil tanks, ballast tanks, and potable tanks as required to accomplish tank boundary inspections. Boundary inspections must be accomplished under a full head of liquid. Boundary inspections may be accomplished dockside or while vessel is on drydock at Contractor’s and ABS discretion. If accomplished while on drydock, identify sequence to ensure transfer of fluids will not cause instability or damage to vessel or drydock. Existing water in ballast tanks, or fresh water provided by Contractor, shall be used for ballast tank boundary inspections.

7.4 For estimating purposes assume that the Z Drive Lube Oil tank will have approximately 800 gallons of oil.

7.5 For estimating purposes assume that the Lube oil tank will have approximately 500 gallons of oil.

7.6 For estimating purposes assume that the ship will have

approximately 100,000 gallons of diesel fuel on board upon arrival at the contractor’s facility.

7.7 Handle all shipboard diesel oil, lube oil, sewage, potable water, and ballast water in accordance with all requirements of reference 2.1, section 3.4, “Tank Inspections”. In addition to “safe for entry” requirements of paragraph 3.4.1, all tanks and voids scheduled for opening and inspection shall be certified “safe for hot work” by a Marine Chemist.

7.8 Facilitate, schedule and coordinate inspection of the tanks listed below in accordance with Reference 2.1, section 3.4 “Tank Inspections”. Open and prepare the following tanks for inspection in compliance with survey schedule and the requirements of the ABS surveyor for tank openings and inspections, and in a coordinated sequence with other work requirements in these specifications.

7.8.1 Fore Peak (4-0-0)

7.8.2 #1 SW Ballast (4-8-0)

7.8.3 #2 SW Ballast Port (4-32-2)

7.8.4 #2 SW Ballast Stbd (4-32-1)

7.8.5 #3 SW Ballast Port (4-54-2)

7.8.6 #3 SW Ballast Stbd (4-54-1)

11231-3

7.8.7 #3 SW Ballast Center (4-54-0)

7.8.8 #4 SW Ballast Port (4-60-2)

7.8.9 #4 SW Ballast Stbd (4-60-1)

7.8.10 #5 SW Ballast Port (4-64-4)

7.8.11 #5 SW Ballast Stbd (4-64-3)

7.8.12 #6 SW Ballast Port (4-99-2)

7.8.13 #6 SW Ballast Stbd (4-99-1)

7.8.14 #1 FO Port (4-22-2)

7.8.15 #1 FO Stbd (4-22-1)

7.8.16 #2 FO Center (4-32-0)

7.8.17 #3 FO Port (4-40-2)

7.8.18 #3 FO Center (4-40-1)

7.8.19 #3 FO Stbd (4-40-1)

7.8.20 #4 FO Port(4-64-2)

7.8.21 #4 FO Stbd(4-64-2)

7.8.22 #5 FO Port (4-90-2)

7.8.23 #5 FO Stbd (4-90-1)

7.8.24 #5 FO Center (4-90-0)

7.8.25 #6 FO Center (4-99-0)

7.8.26 Potable Water (3-60-2)

7.8.27 Potable Water (3-60-2)

7.8.28 Sewage Tank (4-74-0)

7.8.29 Aft Peak Tank (4-110-0)

7.8.30 Anti Roll Tank (02-36-0)

7.8.31 Fuel Oil Service Tank Starboard (3-90-3)

7.8.32 Fuel Oil Service Tank Port (3-90-6)

7.8.33 Z Drive Lube Oil Tank (3-90-2)

7.8.34 Lube Oil Tank (3-90-1)

7.8.35 Transducer Void (4-40-0)

7.8.36 Transducer Void (4-54-0)

7.8.37 Waste Oil Tank (4-84-0)

7.8.38 Oily Waste Tank (4-87-0)

7.8.39 Emergency Diesel FO(01-83-1)

7.9 Conduct an inspection of all Tank Level Indicators for the tanks listed in 7.7. Provide an as found condition report with recommendations.

7.10 Accomplish the requirements of Reference 2.3 for both potable water tanks upon completion of inspections.

7.11 Prepare and accomplish ultrasonic testing (UT) on the following areas, in accordance with Reference 2.1 section 3.3, “Ultrasonic Tests (UT) for Thickness Gaging.” Thickness gauging shall not be taken before the hull has been water washed, and shall be completed before painting of the underwater body. For estimating purposes, assume a total of 3000 thickness gaugings (shots) will be taken. Provide scaffolding or lifting arrangements for contractors and Surveyor to prepare and survey exterior parts of

11231-4 hull and decks as required. If the total amount of shots is greater or less than 3,000, a contract modification shall be made to increase or decrease the total on a per-unit basis based on original proposal for 3,000 shots:

7.11.1 Three (3) transverse sections within the amidships 0.5L, as determined by Surveyor.

7.11.2 Internals in forepeak and after peak tanks

7.11.3 All hatch covers and coamings (stiffeners and plating)

7.11.4 Wind-and-water strakes, port and starboard, full length.

7.11.5 All exposed main deck and superstructure deck plating.

7.11.6 Flat keel plating full length. Also, additional bottom plates in way of cofferdams, machinery spaces and aft end of tanks.

7.11.7 Plating of seachests and shell plating in way of overboard discharges.

7.11.8 Chain lockers.

7.11.9 Shell plating

7.11.10 Moon Pool Pipe

7.11.11 Internals of ballast, fuel, sewage and laundry sump tanks

7.11.12 Misc. areas at COR’s discretion

7.12 All UT Testing of gauging thickness shall be completed, with the findings submitted to the COR, no later than by the end of the 35th day of the contract performance period.

END OF ITEM

ITEM NO. 11621 BASIC ITEM MEB/JAL

MAST REPAIRS

11621-1

1.1 This item describes repairs and maintenance to various masts.

2.0 REFERENCES

2.1 Dwg 171-6932832, Mast, Jack staff, and Ensign Staff

2.2 Dwg 422-6932749, Navigation Light Diagram

3.0 ITEM LOCATION/DESCRIPTION:

3.1 Main Mast, 05-61-0

3.2 Ensign Staff, 02-100-0

5.0 NOTES:

advised to review other work items under this contract, including but not limited to 10011 to determine their effect on the work required under this work item. Many of the definitions relating to performance of this work item are found in references included in work item 10011.

6.0 QUALITY ASSURANCE REQUIREMENTS:

7.1 The main mast safety railings are fabricated from aluminum and are attached to vessel by deck sockets. Refer to Reference 2.1. The existing railings are deteriorating in the deck sockets and are a safety hazard.

7.1.1 Remove all the railings on the main mast.

7.1.2 Remove all deck sockets and grind smooth in way of

removals.

7.1.3 Install new deck sockets and fabricate new railings

utilizing Reference 2.1 and the removed railings for guidance.

7.1.4 Blast the new railings to bare steel, SSPC-SP 10.

7.1.5 Coat the railings and the new decks sockets with the

following coating system:

a) Two each coats of Sherwin Williams SEAGUARD 5000HS (or equal), 5 mils DFT each

b) Two each coats of Sherwin Williams ACROLON 218 HS (or equal), 3 mils DFT each, Buff

c) Make sure that the inside of the deck sockets receive the full coating system.

ITEM NO. 11621 BASIC ITEM MEB/JAL

MAST REPAIRS

11621-2

7.1.6 The COR is to inspect all the newly installed and coated railing…