Dockside_west_coast_task_order_sample_SOW.docx

DOCX document 21 MB Posted

Attached to
Dockside repair services for NOAA west coast ships.
Solicitation number
AB-133M-15-RP-0058
Issued by

About this file

Sample Task order SOW

View the file

Other files

File Type Posted
Amendment_005.pdf PDF
Amendment_003.pdf PDF
Amendment_004.pdf PDF
Amendment_002.pdf PDF
Option_One_Price_(Bid)_schedule.pdf PDF
Amendment_001.pdf PDF
DOL_Wage_Determination_Washington_State.txt TXT text file
DOL_Wage_Determination_Oregon.txt TXT text file
PAST_PERFORMANCE_SURVEY.docx DOCX document
DOL_Wage_Determination_Califiornia.txt TXT text file
DOCKSIDE_IDIQ_West_Coast_SOW_RFP.pdf PDF
Dockside_West_Coast_RFP.pdf PDF
DOCKSIDE_IDIQ_West_Coast_General_SOW_presolicitation_draft.docx DOCX document
Show all 13

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

NOAA Ship OSCAR DYSON FY15 DOCKSIDE REPAIRS

STATEMENT OF WORK

FY15 DOCKSIDE REPAIRS

NOAA Ship OSCAR DYSON Dated 1 April 2014

Vessel Particulars

Year Built:Commissioned May 2005
Builder:VT Halter Marine, Inc.

Moss Point, Mississippi

ABS ID:05113227
IMO Number:9270335
Construction:Welded Steel Hull, Aluminum superstructure
Propulsion:Diesel-Electric in line dual 1508hp DC motors

Single Propeller, fixed pitch

Generators:Caterpillar 3808B, 3512B (2 each)
Bow Thruster:Elliot 40T3S 6.2 Ton, 360 deg
Length Overall:209 Feet
Beam:49.2 Feet
Draft:19.4 ft Full load Centerboard retracted
Draft:29.7 ft Full load Centerboard extended
Frame spacing:600mm (23.62”)
Displacement:1,840 metric Tons Light Ship

2,479 metric Tons Full Load

TABLE OF CONTENTS

Detailed Statement of Work Table of Contents

GENERAL INFORMATION4
Ship’s Profile4
NOAA Contacts:4
Point of Contact for Technical Questions (Dyson Primary Port Engineer)4
Point of Contact for Technical Questions (Dyson Back-Up Port Engineer)4
Technical Librarian: NOAA’s Marine Operations Center4
Oscar Dyson’s Winter 2014/2015 Schedule5
Performance Period5
Additional Work5
NOAA MOC-P Facilities6
1. Location6
GENERAL REQUIREMENTS FOR WORK6
1. Intent6
2. References6
3. Definitions7
4. Requirements8
BASIC – CLASS A ITEMS16
ITEM NO. 101TITLE: MAST SCAFFOLDING INSTALLATION AND MAST PAINTING16
ITEM NO. 102TITLE: PEGGY D DAVIT DECK REINFORCEMENT23
ITEM NO. 103TITLE: PEGGY D DAVIT INSTALL27
ITEM NO. 104TITLE: PEGGY D DAVIT - PERMANENT BALLAST29
ITEM NO. 105TITLE: PEGGY D SMALL BOAT HOISTING FITTINGS INSTALL32
ITEM NO. 106TITLE: PEGGY D SMALL BOAT HENRIKSEN HOOK INSTALL35
ITEM NO. 107TITLE: SHORE POWER CABLE CABINET OVERHANG36
ITEM NO. 108TITLE: REPLACE POTABLE WATER DECK CONNECTION VALVES38
ITEM NO. 109TITLE: WIPER ARM AND SPRING REPLACEMENT ON BRIDGE WINDOWS40
ITEM NO. 110TITLE: FIRE PUMP MOTOR SHAFT REPAIR42
ITEM NO. 111TITLE: AC-01 SUPPLY FAN VIBRATION44
ITEM NO. 112TITLE: PRESERVE SIDE SAMPLING A-FRAME46
ITEM NO. 113TITLE: MSD TANK REPAIR49
ITEM NO. 114TITLE: DECK EQUIPMENT - HARDING DAVIT MAINTENANCE AND INSPECTION51
ITEM NO. 115TITLE: CATHODIC SYSTEM PROTECTION MAINTENANCE54
ITEM NO. 116TITLE: DECK DRAINAGE – 01 LEVEL, PORT SIDE55
ITEM NO. 117TITLE: RENEW STERN FENDERING57
ITEM NO. 118TITLE: INSTALL SHELVING UNDER SORTING TABLE IN WET LAB59
ITEM NO. 119TITLE: RAISE INTAKE DUCTING ON FORWARD 01 LEVEL DECKING62
ITEM NO. 120TITLE: FWD MAST WINCH MAINTENANCE65
ITEM NO. 121TITLE: FWD HATCH ON BOW68
ITEM NO. 122TITLE: ANCHOR HAWSPIPE COVER MAINTENANCE70
ITEM NO. 123TITLE: GALLEY VENT SYSTEM CLEANING71
ITEM NO. 124TITLE: CARRIER TECHNICIAN FOR CHILLWATER SYSTEM73
ITEM NO. 125TITLE: DECK EQUIPMENT - APPLETON CRANE OVERHAULS75
ITEM NO. 126TITLE: ANNUAL FIRE EQUIPMENT INSPECTION AND MAINTENANCE77
ITEM NO. 127TITLE: ANNUAL LIFE RAFT INSPECTIONS AND REPAIRS79
ITEM NO. 128TITLE: BILGE AND TANK CLEANING81
OPTIONAL – CLASS B ITEMS84
ITEM NO. 201TITLE: ORDER LONG LEAD TIME ITEM PARTS FOR THIS DOCKSIDE PROJECT84
ITEM NO. 202TITLE: PRESERVE SECTIONS OF HOUSE AND STACK86
ITEM NO. 203TITLE: BRIDGE DECKING90
ITEM NO. 204TITLE: WET LAB AND GARAGE DECKING91
ITEM NO. 205TITLE: WET LAB SCUPPER MODIFICATIONS98
ITEM NO. 206TITLE: REPAIR SEAWATER PIPING LEAKS101
ITEM NO. 207TITLE: FAST RESCUE BOAT SCHAT HARDING DAVIT DECK SUPPORTS RELOCATION103
ITEM NO. 208TITLE: PEGGY D PROJECT - REMOVE STARBOARD SIDE PEGGY D FUELING STATION104
ITEM NO. 209TITLE: CONFERENCE ROOM AND SHIPS OFFICE BERTHING CONVERSION106
ITEM NO. 210TITLE: 3508 MAJOR OVERHAULS ON #3 AND #4 ENGINES107
ITEM NO. 211TITLE: REPLACE EXPANSION JOINTS123
ITEM NO. 212TITLE: REALIGN MAIN THRUST BEARING126
ITEM NO. 213TITLE: THRUST BEARING COOLER ACCESS FRAMING MODIFICATION130
OPTIONAL – CLASS C ITEMS134
ITEM NO. 301TITLE: ADDITIONAL GOVERNMENT REQUIREMENTS134
GROWTH WORK DURING PERFORMANCE PERIOD136
ITEM NO. 401TITLE:136

GENERAL INFORMATION

Ship’s Profile Outboard Profile of NOAA Ship Oscar Dyson. This diagram provides a general display of hull features, although some details may vary.

NOAA Contacts:

Point of Contact for Technical Questions (Dyson Primary Port Engineer) Jessica E. Long, Port Engineer Marine Operations Center - Pacific

2002 SE Marine Science Drive
Newport, OR 97365

541-867-8726 (office)

206-851-5701(cell)
541-867-8854(fax)
Jessica.e.long@noaa.gov

Point of Contact for Technical Questions (Dyson Back-Up Port Engineer) Greg Morris, Product Line Manager Marine Operations Center - Pacific

2002 SE Marine Science Drive
Newport, OR 97365
541-867-8728(office)
Greg.morris@noaa.gov

Technical Librarian: NOAA’s Marine Operations Center Specific ship drawings and additional technical manual information for all of the ships can be obtained directly from NOAA’s technical librarian:

Catherine Nary Marine Operations Center - Pacific

2002 SE Marine Science Drive
Newport, OR 97365
Office: 541-867-8721
Catherine.nary@noaa.gov

Oscar Dyson’s Winter 2014/2015 Schedule Performance Period This dockside package will begin on October 7, 2014. It will begin with purchasing all required long lead time item parts and equipment required. Actual on-site installation and repairs will begin on November 3, 2014. Performance period shall be completed on January 9, 2014.

Additional Work In addition to this dockside contract, the following contracts have been or will be awarded separately and will be completed between November 3, 2014 and January 9, 2015:

1. RAPP Hydema deck equipment maintenance and repairs

NOAA MOC-P Facilities

1. Location

1.1 Work under this contract will be performed at NOAA’s Marine Operation Center, Pacific, located at 2002 SE Marine Science Drive, Newport, Oregon 97365. Contractor employees will be required to obtain temporary access badges through NOAA.

GENERAL REQUIREMENTS FOR WORK

1. Intent

1.1 This specification contains the general requirements for work under the dockside repair contract for the NOAA Ship OSCAR DYSON. These general requirements apply to all work contained in or added to this contract including care of the ship, sea trials, and any services provided to the ship during the contract.

1.2 Pricing for this work item is to include those services that are contained only in this work item such as meetings, management coordination, production of schedules and temporary protection.

1.3 Where this work item identifies standards for construction to be applied to other work items, the cost of those construction standards shall be priced on the specific work rather than to item 101.

2. References

2.1 General References

2.1.1. American Bureau of Shipping "Rules for Building and Classing Steel Vessels"

2.1.2. U. S. Coast Guard "Subchapter F - Marine Engineering", 46 CFR 50 through 46 CFR 64.

2.1.3. U. S. Coast Guard "Subchapter J - Electrical Engineering", 46 CFR 110 through 46 CFR 113.

2.1.4. IEEE Std 45-2002, "IEEE Recommended Practice for Electric Installations on Shipboard"

2.1.5. 29 CFR Part 1915 OSHA standards for Shipyard Employment

2.2 NOAA Standard Specifications

2.2.1 NOAA Standard Specification MOC-000-1F, General Requirements for Ship Repair Work on NOAA Ships

2.2.2 NOAA Standard Specification S1600, Structural Access Cuts.

2.2.3 NOAA Standard Specification S2906, Arc Welding on Waterborne Vessels

2.2.4 NOAA Standard Specification MOC-510-1B, HVAC Cleaning

2.2.5 NOAA Std Spec S4800-2, Piping Systems, General Requirements

2.2.6 NOAA Std Spec 300-3, General Requirements for Electrical/Electronic Items

2.2.7 NOAA Std Spec S631-5, Coating Systems for NOAA ship OSCAR DYSON

2.3 NOAA Drawings

2.3.1 DWG OD-170-FH22, Revision 3: Mast Rigging and Flagstaff Layout & Details

2.3.2 DWG OD-304-PE43 Rev 1: Bonding and Grounding Details

2.3.3 DWG OD-304-PE40 Rev 2: Cableway Details

2.3.4 DWG OD-074-FH90 Rev 1: Welding Booklet

2.3.5 DWG OD-505-FP25 Rev 4: Piping Standard Detail

2.3.6 DWG OD-304-PE45 Rev 1: Electrical Installation Details

3. Definitions Wherever used in this specification and in all other work items in this contract, the following definitions of terms apply:

3.1 Inspect. Visually evaluate the specified surface, item, part, or component for evidence of contamination, damage excessive wear, scoring, and any other condition which could interfere with the proper operation or functioning of the surface, item, part or component.

3.2 Install. Place the specified item in position for service and make all connections needed to insure proper use, service, appearance, and operation. Except as may otherwise be specified, this shall include the following:

a. Provide new or modify existing foundations. Securely mount equipment and components using new fasteners. Align connected equipment and components to meet manufacturer’s specifications.

b. Make all electrical connections. Provide new electric cable runs between controllers and motors of new equipment. Existing cables may be reused in other applications, except where the existing cables are too short to make connections. Renew cables, which are too short and less than 20 feet long. Junction boxes may be used to increase the cable run length where the existing cable runs are longer than 20 feet.

c. Modify new piping to suit the new equipment, including the rerouting of existing piping and adding of new piping as needed to properly connect equipment and components. Piping modifications greater than five feet from the equipment are not required. New piping is required only to the extent necessary to accommodate modifications of existing piping.

3.3 Piping. A system of pipe, tube, elbows, tees, valves, couplings, and other pipe fittings. Unless otherwise specified in the detailed item description, all piping systems and components shall comply with material and installation requirements of reference 2.f.

3.4 Rebuild. Disassemble, clean, inspect, repair (including renewal of all parts needed), reassemble, test, and calibrate the specified part, component, system, or machine to restore it to a condition of reliability equivalent to a new part, component, system, or machine. Components and parts shall meet the manufacturer's applicable rebuild specifications.

3.5 Reinstall. Return the same item, which was previously removed, to its previous configuration and location.

3.6 Renew. Provide and install a new item as replacement for an existing item previously removed or to be removed. The new item must be the same as or comparable in material, performance and configuration to the item removed.

3.7 Replace. Same as "renew", defined above.

3.8 NDT: Non Destructive Testing. This term is used to describe various processes to test material soundness by non destructive means such as: RT (Radiograph), UT (Ultrasonic Testing), PT (Dye Penetrant inspection), MT (Magnetic particle Inspection) or VT (Visual examination).

3.9 Habitable Ship. The galley, laundry, and mess area are functional. Adequate number of living quarters, ships office and their electrical & plumbing services are available and functional.

4. Requirements

4.0 Maintenance of ABS Class and Certificates

4.0.1 The ship is to be maintained in American Bureau of Shipping (ABS) Class A1, Ice Class C0, , AMS, ACCU, DPS-1, with certificates for Class, Load Line, SOLAS and MARPOL. All ABS rules required to maintain the ships Class and Certificates shall be adhered to by the contractor. This includes all rules for material, fabrication, quality control, inspection, and ABS on-site survey of work. Specifications may call out ABS surveyor inspection, but not all ABS inspections are necessarily identified in the specifications. The contractor shall consult with ABS on the entire work package and changes and assure ABS involvement where required to maintain Class and Certificates. The contractor is responsible for scheduling ABS inspections and shall provide NOAA with copies of all correspondence with ABS. The cost of ABS services in support of the contracted work package and changes are the contractor’s responsibility. The cost of ABS services to conduct surveys and renew OSCAR DYSON certificates shall also be included in the contractor’s price proposal even those surveys and certificates which do not relate to the contractors work.

4.0.2 Upon completion of the hull damage repairs in this specification, the contractor shall schedule and pay for the annual hull and machinery space surveys of OSCAR DYSON.

4.1 Condition Reports

4.1.1 A Condition Report shall be prepared and submitted by the Contractor to the Contracting Officer's Technical Representative (COTR) on all of the following occasions:

a. Whenever specifically required by other documents.

b. Whenever the Contractor determines or notes that additional work or material or other deviation is necessary in order to produce a reliable or complete repair.

c. Whenever defect or deficiencies are noted in Government-furnished Property.

d. Whenever measurements, tests or inspections are required by other specifications or procurement documents, the results and findings shall be documented on a Condition Report.

4.1.2 Condition Reports shall contain, as a minimum, the following:

a. Name of the ship.

b. Contract number and related work item number.

c. Detail description of conditions observed, including a record of all measurements taken and other supporting data.

d. Recommendations of additional work and materials deemed to be needed, if any.

e. Estimate of the impact on the completion of the contract, if any.

4.1.3 Submit Condition Reports to the COTR within twenty-four hours after completing the measurements, inspections, or tests, or after the need for additional work or material is noted.

4.1.4 For work involving disassembling and inspection of equipment, machinery or systems, the work must be completed and a Condition Report must be submitted during the first 25-percent of the work performance period.

4.2 Progress Meetings and Schedule of Work

4.2.1 Provide a schedule of work, including a Gantt Chart, to the Port Engineer as soon as possible, but no later than the pre-dockside meeting.

4.2.2 Weekly progress meetings shall be held at a time and place mutually agreeable to the COTR and the Contractor. As a minimum, the meetings shall be attended by the COTR and a Contractor's management official having authority to make binding commitments. Other interested parties may attend the meetings as appropriate.

4.2.3 Prior to the end of the work day preceding the progress meeting, the Contractor shall submit to the COTR a preliminary progress report containing the following information:

a. Percentage completion of each contract item, including all additional work items authorized by the Contracting Officer.

b. An updated Gantt Chart depicting work schedule and progress.

c. Notation of any problems that could impact timely completion, including material delivery delays.

4.3 Personnel Information

Provide to the COTR a list of the Contractor's supervisors, including shop supervisors, and a list of telephone numbers where the supervisors can be reached during non-working hours in event of an emergency.

4.4 Protective Coverings

4.4.1 Prior to starting work on interior spaces, protect the decks and deck coverings of spaces in which contract work is to be performed and spaces through which workers will traverse by covering the decks and deck coverings with a temporarily fitted heavy vinyl, plywood or particle board. Securely tape all edges and joints of the protective covering. Maintain the protective covering in place during the entire contract period, renewing sections that are damaged during the contract period. For those decks over which equipment, valves, piping, or other materials must be handled, the temporary protective covering shall be plywood or particle board and shall be of sufficient thickness to protect the deck from damage in the event the equipment or materials are dropped.

4.4.2 Protect all compartments, machinery, equipment, deck coverings, furnishings, vent terminals, insulation, glass, cables, piping systems, coatings, structures, and other ship components from damage and from entry of dust, dirt, grit, sand, and other foreign particles.

4.4.3 Whenever abrasive blasting or other operations which create atmospheric contamination are performed on or near the ship; or which could otherwise allow airborne contaminates to collect on or in the ship, the Contractor shall plug, wrap, blank, cover, or mask all openings to prevent entry of the contaminates into the ship. Install industrial foam filter material on the intake and exhaust end of ventilation systems which will be in use. Renew the filter materials when air flow becomes restricted. Whenever abrasive blasting is performed inside the ship, blast materials shall be confined to the compartment being blasted.

4.4.4 All damage and contamination resulting from failure to provide adequate protection shall be repaired and cleaned to re-establish the condition that existed at the start of the work.

4.4.5 After completion of all other work, remove and dispose of all protective coverings.

4.5 Restricted Access

Access by workers to the ship's compartments shall be restricted to those in which work is being performed or through which passage is necessary to reach the work site. All other compartments shall be considered off-limits to workers.

4.6 Daily Clean-up

4.6.1 Clean-up and remove from the ship all dirt, debris, scrap, and other materials incident to Contractor's work at the end of each work day. The work site shall be left "broom-clean". Vacuum up debris at end of shift instead of using a broom where nooks and crannies, gratings, or other obstacles are present.

4.6.2 Whenever abrasive blasting or other operations on or near the ship causes collection of blasting residue or other foreign particles to collect on exterior decks of the ship, the Contractor shall vacuum or sweep the decks to remove the residue and particles prior to the end of the day on which the contamination occurred. Do not wash the residue or particles through the ship’s deck drains.

4.7 Disruption of Ship's Systems

4.7.1 The ship’s occupied quarters and laundry are to remain functional and habitable throughout the repair period. If a work item requires shutting down a system that will disrupt habitability, the contractor shall provide hotel rooms for the crew during the duration of the system shut down. The contractor shall identify in its original schedule all work that will disrupt crew live aboard.

The hotel chosen shall have the following requirements:

4.7.1.1 Each room shall be furnished with two beds.

4.7.1.2 Each room includes one parking space. Individual parking spot must be included in the cost of the room.

4.7.1.3 Television with basic cable provided at no extra charge.

4.7.1.4 Microwave and mini fridge at no extra charge.

4.7.1.5 Unlimited wifi internet from each room at no extra charge.

4.7.1.6 Hotel amenities shall include the following requirements:

a) Breakfast shall be supplied by the hotel facility and include a hot bar with all of the following:

· Fresh Fruit

· Fresh fruit juices

· Milk and cereals

· Eggs

· Pancakes, french toast or waffles

· Bacon or another breakfast meat

· Potatoes

· Toast or pastries

· Coffee and tea

· Butter, margarine, syrup and jelly or jam

b) Laundry room on site, available to hotel guests for personal use. Free use or coin operated machines are acceptable.

c) Business Center: Public office that includes a computer with internet access and a printer for hotel guests to use.

d) Fitness Center: Workout/Gym room available for hotel guests to use at no added cost.

4.7.1.7 Hotel shall be located within 5 miles of the ship’s location.

4.7.1.8 Guest Reviews: The hotel shall have a minimum 4 out of 5 circles completely darkened in on the rating/reviews on Tripadvisor.com. Minimum reviews for the hotel shall be 50 reviews over a two year period.

4.7.1.9 Hotel Quality: The hotel shall have a minimum 3 diamond rating as rated by the American Automobile Association. (http://midatlantic.aaa.com/) Hampton Inn & Suites, Residence Inn and Courtyard by Marriott, La Quinta Inn & Suites, Silver Cloud are all examples of hotels that may have a 3 diamond rating.

4.7.1.10 All lodging facilities provided shall meet the Hotel and Motel Fire Safety Act of 1990 (PL101-391) and be listed on the Hotel- Motel Master List (see 6.1 (Hotel and Motel Fire Safety Act of 1990 (PL101-391))).

4.7.1.11 Hotel rates cannot exceed the federal standard rate for the geographic region where the hotel is.

4.7.1.12 All of the ship’s crew shall be located in the same hotel for the period of inhabitability.

4.7.1.13 The hotel shall be the same hotel as elected by the contractor in the basic item requirement of this statement of work. It shall be the same hotel for the period of inhabitability and the crew members staying in the rooms will not have to change rooms during any period of their stay during the inhabitability.

4.7.1.14 Contractor shall notify the ship’s Commanding Officer, Executive Officer, and Port Engineer, in writing or e-mail when a specific hotel has been selected or at the start of the performance period, whichever comes first. Final acceptance of specific hotel must be approved by the ship’s Executive Officer.

4.7.1.15 Fire and Safety Act information. Information on the Safety Act and the Master Hotel list can be found at http://www.usfa.fema.gov/applications/hotel/.

4.7.2 The galley, mess area and associated equipment to prepare and serve meals aboard are to be restored to an operational condition one week prior to Sea Trails. At other times the galley and mess area may be taken out of service.

4.7.3 Disruptions to ships loads back fed from shore power to 600v SWBD will occur as part of digital voltage regulator upgrade. The shipyard contractor will accommodate and schedule for these outages with William Clewes Technical service. See paragraph 4.21.3.

4.7.4 Except where disruption is allowed above, the Contractor shall maintain systems or provide temporary systems or limit disruptions to 4 hrs as noted below.

4.7.5 Except as necessary to perform work, none of the ship's fire main, electrical, heating, potable water, drainage, or other systems which are vital to crew safety or comfort shall be shut off or disrupted. The COTR must be given advanced notice of a disruption at least 4 hours in advance.

4.7.6 Disruptions shall be limited to 4-hour intervals. If the required work will need a longer interval, temporary bypass hoses, blank flanges, or piping shall be installed to keep the system in operation.

4.7.7 For purposes of this specification, a "disruption" occurs whenever a large section of a system will be unusable. If the only section of the system affected is that on which work is being performed and the remainder of the system can be operated, a "disruption" has not occurred and the requirements of this paragraph do not apply.

4.8 Work Hours

At the beginning of the repair period, the Contractor shall advise the COTR in writing of the planned regular work day schedule. In the event the Contractor desires to work at times other than those previously scheduled, notify the COTR at least 4 hours prior to the end of the scheduled work day proceeding the unscheduled work time. If previously unscheduled work is to be performed on a weekend or federal holiday, the COTR must be notified prior to 9:00am on the last regular work day before the unscheduled work.

4.9 Local Policies and Directives

While Contractor personnel, including those of subcontractors, are on the ship or on other government facilities, they shall comply with all policies and directives issued by the Master, Commanding Officer, or Director of the ship or facility.

4.10 Safety Requirements

4.10.1 Reference 2.1.e applies to all work of the basic contact and subsequent modification.

4.10.2 Gas Free Certification

a. The Contractor shall be responsible for certifying that a safe atmosphere exists in and about a compartment prior to the commencement of any work. Whenever compartments must be gas free to meet state and federal regulations, the Contractor shall pump down, open, remove sludge, clean, wipe, ventilate and take all other action required to make the compartments safe for the work to be performed. When requested by the Contractor, and to the extent empty tank space is available, NOAA will shift fuel as required to facilitate gas free requirements. If off-loading of fuel oil is necessary because of insufficient empty tank space, the Contractor shall off-load the fuel.

b. Copies of gas free certificates, issued by a Marine Chemist certified by the National Fire Protection Association, shall be posted on the ship in two locations designated by the COTR. Follow-up inspections by the Contractor's Competent Person shall also be documented at the same two locations.

c. The Contractor shall be responsible for identifying the compartments that require gas free certification. Specific requirements for gas free certification are not normally included in the detail specifications of any work item.

4.10.3 Fire Watch Standers

a. Hot work is permitted only when the Contractor provides fire watch standers. A fire watch stander is required whenever welding, flame cutting brazing or grinding or other hot work is performed where combustible materials are present within 35 feet; or where wall or deck openings within a 35-feet radius expose combustible materials in adjacent areas; or when combustible materials are adjacent to the opposite side of metal partitions exposed to hot work, and could be ignited by conduction or radiation. In the latter case, a fire watch stander is required on both sides of the partition.

b. Each fire watch stander shall be outfitted by the Contractor with a fire extinguisher of a suitable size and type.

c. Prior to leaving the work site, the fire watch stander shall verify with the worker performing the hot work that no further hot work will be performed.

d. Insulation, sheathing, or other materials which limit access to either side of a partition or structure on which hot work is being performed shall be considered to be an interference, and shall be removed and restored by the Contractor.

4.10.4 Written Hot Work Notice

Prior to starting hot work on any job or separate area of the ship, provide a written notice to the OOD. The notice shall the location of the work, the time hot work will commence and the current gas free status of the area if needed.

4.10.5 Miscellaneous Requirements

a. Oxygen, acetylene, and gas supply manifold systems shall be located off the ship and have a shutoff valve to the gas supply located on the dock. The shutoff shall be in addition to the master shutoff valve at the inlet to each portable outlet header.

b. Material brought onto the ship shall be stored until used in areas which do not interfere with access to fire-fighting equipment or personnel access. Crating and packing shall be removed prior to bringing the equipment or material aboard the ship, unless needed to protect the equipment or material from damage during handling. In that case, the crating and packing shall be removed from the equipment or material, and shall be removed from the ship, immediately after being brought aboard.

c. Rigging of hoses, welding leads, and temporary lights shall be kept clear of the decks on temporary "trees" or brackets and be arranged so as to minimize tripping and other safety hazards. Passageways shall be kept as clear of obstructions as possible.

4.11 Interferences and Restorations

4.11.1 Remove all interferences and obstructions necessary to complete the required work. This shall include the disassembly and removal of machinery, piping, ducts, cable, wiring, insulation, structures, and anything else, which interferes with the proper accomplishment of work. Except as otherwise specified, this does not include relocations made necessary by new installations, which physically prevent an interference from being returned to its existing location.

4.11.2 Whenever an interference to be removed involves a structural strength member, temporary supports shall be provided to compensate for the strength loss. Whenever watertight integrity is violated by a removed interference, provide a temporary means of maintaining watertight integrity, except when work is actually being performed or the space is otherwise manned.

4.11.3 Restore all interferences to their existing configuration and condition. Install new gaskets and fasteners. In place of material that is rendered unsuitable for reinstallation during removal or storage, provide and install new materials which are equal in composition, strength, design, type, and size as existed prior to removal. All insulation removed or damaged shall be renewed with new insulation.

4.11.4 Material containing asbestos, which is removed as interference, shall not be reinstalled. Instead, renew the asbestos-containing material with a new non-asbestos material, which provides the same function, and general appearance as that removed.

4.11.5 Align and conduct strength, tightness, and operational tests to ensure that the reinstalled interferences safely perform their normal functions.

4.11.6 The Contractor shall be responsible for identifying all interferences involved in accomplishing required work. Interferences are not normally identified in the detail specifications of the work item.

4.12 Shipboard Storage

No space or compartment on the ship shall be used for storage by the Contractor of materials or tools. The materials allowed at the work site shall be limited to those that will be installed, consumed, or otherwise used during the work shift in progress. When needed or required, provide a temporary dockside storage area to store materials and tools.

4.13 Watertight Integrity

Maintain or restore the watertight integrity of the ship's watertight bulkheads, decks, and hull by installing stuffing tubes, welded bulkhead and deck penetrations, multi-cable transits, couplings, and kickpipes as appropriate. All materials and installation details shall be same as the nearest similar existing penetrations.

4.14 Removals

4.14.1 Whenever removal of equipment or machinery is specified, but reinstallation is not specified, the Contractor shall remove all related electric cables, brackets, foundations, and piping. Removal of cables shall be to the nearest circuit breaker or terminal not needed for operation of other equipment or machinery. Removal of piping shall include all related piping not used by other systems or equipment. Install pipe caps as needed to maintain remaining piping tight. Foundations or supports shall be cut close to deck, bulkhead, or other support and ground smooth.

4.14.2 Whenever removal of piping or cables involve penetration through bulkheads, decks, hull plating or other watertight boundaries, crop out the penetration and install an insert plate of same thickness as the adjacent plating. Insert plates shall be a minimum of 6-inch diameters.

4.15 Structural Access Openings

4.15.1 The Contractor may, with prior approval, cut access openings in ship's structure if required to perform work. Such openings shall be limited to those which are essential for access to otherwise inaccessible areas or which greatly improve accessibility for removals or installations.

4.15.2 Prior to making any access opening in ship's structure, submit to the COTR a sketch of the proposed opening, showing the location and dimensions of the proposed access cut, adjacent framing members, nearby penetrations, and scantlings of the structure. Generous radii shall be provided at all corners. Also include a description of the eventual restoration configuration, with material and welding details, and a narrative justification for cutting the opening. Submittal of the sketch does not insure that the COTR will authorize the cut as proposed. The Contractor shall proceed with the access cut only after return by the COTR of a signed copy of the sketch.

4.16 Brackets and Supports

All pipe, cables, ducts, furniture, equipment, machinery installed by the Contractor shall be bracketed, supported, and secured so as to carry the weight, prevent vibration, and withstand inertia forces resulting from rolling and pitching of the ship.

4.17 Gaskets, Packing, and Seals

Whenever the Contractor performs work which disturbs existing gaskets, packing, or seals, new gaskets, packing, and seals of same material as existing shall be installed, except use 3/16-inch thick cork rubber impregnated gasket material conforming to MIL-C-6183, Type I, Class 1, Grade C for all fuel oil tank manhole covers and fuel oil service piping.

4.18 Welding and Allied Processes

4.18.1 All welding, brazing, and allied processes shall be in accordance with the requirements and recommendations of references and standard details provided in section 2, above (Item 101.

4.18.2 While the ship is water-borne, welding shall be permitted only when welding leads are properly grounded. Welding machines and other welding power sources shall have both cables connected only to the ship where welding is done. The return ground cable shall never be grounded to anything but the ship it is servicing. All welding cables shall be fully insulated and not be permitted to drop overboard into the water. The total cross-sectional areas of the return ground cable shall be at least one million circular mils per 1,000 amperes per 100 feet, but not less than 85,000 circular mils. The ground cable shall be securely fastened to grounding plates or to an integral part of the ship, with contact areas thoroughly cleaned to bare metal.

4.18.3 When welding on structure, equipment, machinery, pressure vessels, or piping, the return ground cable to the welding machine shall be connected in the immediate vicinity (as close as practical) of the work to ensure that current does not flow through bearings, pipe hangers or other areas where arcing or high resistance paths exist. Ground cables shall be attached to structure/piping adjacent to work area when welding near electronic equipment to prevent damage to electronic equipment.

4.19 Painting

4.19.1 Paint new surfaces and touch-up paint existing coating systems that are damaged during performance of work. Follow the requirements of NOAA Standard Specification S631-5.

4.20 Electrical

All requirements and recommendations of references and standard details provided in section 2 shall be followed in the selection and installation of electrical cables, equipment, and machinery.

4.21 Sea Trials and

4.21.1 A one day sea trial is required for this contract. Sea trials shall be conducted one or more days prior to the contract completion date and if contract extensions are awarded this applies to the revised contract completion dates. The ship will return to contractor’s facility following Sea trials, until contract completion. NOAA reserves the option to anchor out, returning contractor to shore via small boat and returning to contractor’s facility the morning following Sea Trials.

One day of the sea trial will include a customer acceptance test with ABS in attendance; sea trial shall be to the satisfaction of the attending surveyor.For estimating purposes, sea trial will be held in Newport, Oregon for the OSCAR DYSON.

4.21.2 Two weeks before Sea Trials, submit to COTR a draft sea trials agenda for review, listing tests and inspections to be accomplished by the contractor, and indicating where Ships Force assistance is needed to operate equipment. Include operational test and leak test of electrical & mechanical equipment and leak check of affected mechanical joints in the Sea Trials agenda. Other testing of equipment and systems will be identified to the contractor for inclusion into the Sea Trials

4.22 Tests and Inspections

4.22.1 At least four hours, but not more than 24 hours, in advance of conducting each required test and inspection, notify the COTR in order to allow the COTR the opportunity to witness, or to arrange for another NOAA representative to witness, the tests and inspections. If the COTR or other NOAA representative is not present at the scheduled time of the test or inspection, and if the required 4-hour advance notification was furnished to the COTR, the Contractor may proceed with the test or inspection.

4.22.2 All tests and inspections shall be witnessed by the Contractor's supervisor responsible for the work. A Condition Report (See 4.1) shall be prepared to document the results of all tests and inspections.

4.22.2 To the extent possible, all tests and inspections shall be scheduled during the normal weekday work shift. Tests and inspections may be scheduled for other times only when necessary to avoid a delay in the contract completion. When necessary to schedule a test or inspection after the normal day shift or on a weekend, the COTR shall be notified of the test or inspection at least four hours before the end of the last preceding regular work shift.

4.22.3 Perform an operational test of all newly installed, overhauled, and repaired equipment to demonstrate proper operation. Shipboard equipment will be operated by the ship’s crew.

4.22.4 Whenever a "hose test" is specified, conduct the test by directing a 50-psig stream of water from a 1-1/2 inch fire hose through an all purpose nozzle at a distance of not more than 10 feet from the surface being tested. Direct the stream of water in a manner most likely to disclose a leak and inspect the opposite side of the surface for leaks.

4.23 Fuel Oil and Lube Oil Offloading

4.23.1 Whenever the Contractor is required to or elects to offload fuel oil or lube oil from the ship, the oil shall be pumped to and stored in clean moisture-free storage tanks. Meter the oils with a calibrated meter during offloading and during return. Take test samples during offloading and during return, and have the test samples analyzed by a lab for water and impurities to verify that the oils were not contaminated while in the Contractor's possession. Provide copies of lab reports to the COTR.

4.23.2 After all work which necessitated the oils removal has been completed, return the oil to the ship. In lieu of storing the oil, the Contractor may accept title and responsibility for disposal of the oil and provide an equal amount of new clean oil, same as that removed. Test samples are required, even if this option is exercised by the Contractor.

4.24 Disposal of Fluids

4.24.1 Whenever work requires that equipment, machinery, piping, or tanks be drained of fluids, the Contractor shall be responsible for draining and proper disposal of the fluid. If the Contractor drains the fluid into the ship's bilges, the Contractor shall pump all fluid from the applicable bilges into dockside tanks and properly dispose of the fluid, including the fluid that existed prior to and the fluid that accumulates between the time the equipment, machinery, piping or tanks were drained and the time the bilges have been pumped dry by the Contractor.

4.25 Water Depths and Height Restrictions

4.25.1 None

BASIC – CLASS A ITEMS

ITEM NO. 101 TITLE: MAST SCAFFOLDING INSTALLATION AND MAST PAINTING

1. SCOPE

1.1 Objective

1.1.1 Install and remove temporary scaffolding around the largest/main mast on the ship’s flying bridge to provided access to all electrical components and wiring for the ship’s crew. NOAA’s electronic technicians require this scaffolding to perform maintenance and repair on fixtures on the mast.

1.1.2 Preserve the main masts and port and starboard antenna masts on the flying bridge.

1.2 Background

1.2.1 The masts have not been recoated since the ship was constructed 10 years ago and many hard to reach surfaces are flaking.

2. REFERENCE DOCUMENTS

2.1 DWG OD-170-FH22, Revision 03 (Mast, Rigging and Flagstaff Layout & Details)

3. GOVERNMENT FURNISHED MATERIAL (GFM)

3.1 None

4. REQUIREMENTS

4.1 Communicate and coordinate dates of scaffolding erection and removal with NOAA’s port engineer and electronic technicians who will need to use the scaffolding to maintain and repair wiring and fixtures located on the mast.

4.2 Install temporary scaffolding around the largest/main mast on the ship’s flying bridge and remain available to NOAA employees for work for a minimum of one month. Scaffolding shall surround all three supports of the main mast providing access to all wiring and electrical fixtures located on the mast.

4.3 Install scaffolding on additional masts as necessary to provide access for preservation of the masts.

4.4 Preserve all aluminum surfaces of the main mast, the small, forward fishing mast, and the two antenna masts on the flying bridge.

4.4.1Fresh water wash to remove all dirt and contamination.
4.4.2Degrease according to SSPC-SP1 solvent cleaning.
4.4.3SP3 power tool corroded areas (Up to 30% of mast area). Feather or chip back surrounding area to a sound edge. Overlap onto existing sound coatings by 2-3 cms. Abrade intact surfaces to produce a mechanical key.
4.4.4100% abrade on the existing finish coat in order to promote better adhesion of the new polyurethane. Ensure area is clean and dry prior to application of each coat of the specified paint scheme.
4.4.5Spot coat up to 30% of the mast (bare metal spots) with Intershield 300V Abrasion Resistant Aluminium Pure Epoxy (Bronze colored). Wet film thickness shall be 7.9 mils and DFT shall be 5.0 mils.
4.4.6Spot coat up to 30% of the mast (bare metal spots) with Intershield 300V Abrasion Resistant Aluminium Pure Epoxy (Aluminum colored). Wet film thickness shall be 7.9 mils and DFT shall be 5.0 mils.
4.4.7Coat the mast with a full coat of Interthane 990HS Low VOC Polyurethane Finish (Base Ultra Deep tinted to match international paint color code M71D Buff). Wet film thickness shall be 4.4 mils and dry film thickness shall be 3.0 mils.
4.4.7.1Total dry film thickness shall be 13.0.

4.4.7.2 Unused Interthane 990HS Low VOC Polyurethane Finish (Base Ultra Deep tinted to match international paint color code M71D Buff) shall be given to the vessel’s Chief Bosun for future spot coating.

4.5 Break down and remove scaffolding from the NOAA Ship Oscar Dyson.

5. QUALITY ASSURANCE

5.1 Present scaffolding plan to Electronic’s Technician and Port Engineer for approval before erecting. Immediately upon completion of erecting the scaffolding, Electronic’s Technician or Port Engineer will inspect and ensure safe access to all of the mast’s components within one day of erection.

6. NOTES AND FIGURES

6.1 OD-170-FH22, REVISION 03, Mast, Rigging and Flagstaff Layout & Details – Page 5, Mast Section and Elevation

6.2 International “Buff” Mixing Code:

6.3 Title Sheet for DWG OD-170-FH22, Revision 03 (Mast, Rigging and Flagstaff Layout & Details)

6.2 OD-170-FH22, REVISION 03, Mast, Rigging and Flagstaff Layout & Details – Page 6 Key Plan

6.3 Photograph taken 4/2012 showing aft two supports of main mast

6.4 Aft, starboard support of main mast

ITEM NO. 102 TITLE: PEGGY D DAVIT DECK REINFORCEMENT

1. SCOPE

1.1 Background

1.1.1 The current deck plating is ¼” with 6”x 4”x 5/16” angle bar frames (transverse), which is not sufficient in strength to support the new VestDavit with workboat in sea state 8.

1.1.2 The 01 deck structure has already some reinforcement of the transverse deck beams installed according to the ship yard drawing. The reinforced frames are No. 70 through 78. This reinforcement (7”x5/8” flatbar welded to underside of deck beam flange) is sufficient. However, these frames cover only the aft end of the davit. The forward end will need to reinforce Frames 64, 65 and 66 in a similar way. Following the DNV calculations, the reinforced structure will handle the sea motion loads. DNV consider this extreme conditions. Per MIL-STD-1399 Section 301A, we only have a problem with the sea state 8 condition, but stress level in deck structure is below yield conditions. Safety factor on yield stress in about 1.25:1. Jenson uses a safety factor 2:1 as a minimum.

1.2 Scope

Reinforce the deck plating per the design created by Jensen Maritime to support the install of the Vest davit.

2. REFERENCE DOCUMENTS

2.1 Drawing_VestDavit_HookPickDistance.

3. GOVERNMENT FURNISHED MATERIAL (GFM)

3.1 None.

4. REQUIREMENTS

4.1 General Requirements

4.1.1Provide all parts, labor, materials, equipment, services, travel costs, disposal fees, tools, and misc. related items necessary to accomplish this specification item.
4.1.2The design work for this reinforcement has been completed by Jension Maritime Consultants, Inc. Please direct questions about drawings to them. Contact Information is as follows:
Yngve John Hveding, P.E.
Chief Marine Engineer
jhveding@jensenmaritime.com
Office: 206-332-8105 | Mobile: 206-465-5878Jensen
Maritime Consultants, Inc. | www.jensenmaritime.com
1102 SW Massachusetts St, Seattle, WA 98134
4.1.3Drawings:
4.1.3.1Update referenced NOAA drawings to “as-built” drawings with input from NOAA. Submit the revised drawing to the COR for review and acceptance. NOAA will forward the final drawing to ABS for approval, if required.

4.1.4 Remove all interferences such as insulation, paneling, equipment, as needed to install strengthening members per this statement of work.

4.1.5 Touch up all disturbed coatings.

4.2Install VestDavit davit reinforcement per the reference drawings as follows:
4.2.2Under the inboard davit deck attachment fittings, flatbar headers shall be installed between the new deck beams (5”x1/2” FB). This is indicated in the deck plan view.

4.2.2 The outboard fittings land on the outboard house bulkhead.

4.3Provide Jensen Maritime design oversight
4.3.1Contractor installation plan shall be provided to Port Engineer, OEM VestDavit qualified technician, Jension Maritime a minimum of one week prior to the installation. Written approval of contractor’s installation plan by Jension Maritime shall be received by the contractor before reinforcement installation begins.
4.3.2Jension Maritime shall be consulted during the installation of decking reinforcement and shall inspect progress of installation at mid point of installation.
4.3.3Jension Maritime shall be present at the completion of the deck reinforcement installation and approve of work completed via written email to Port Engineer, Vestdavit, and contractor prior to installation of the VestDavit.

5. QUALITY ASSURANCE

5.1 Written approval of deck reinforcement by Jension Maritime prior to installation of new davit.

6. NOTES AND FIGURES

6.1 Jension Maritime Drawings

ITEM NO. 103 TITLE: PEGGY D DAVIT INSTALL

1. SCOPE

1.1 Background

1.1.1 The Peggy D. workboat is currently hoisted into the water with an Appleton Crane. To increase safety, a davit has been purchased and will be installed.

1.2 Install Vest davit per attached reference documents.

2. REFERENCE DOCUMENTS

2.1 Drawing_VestDavit_HookPickDistance.

3. GOVERNMENT FURNISHED MATERIAL (GFM)

3.1 Vest Davit, maneuvering desk, hydraulic power unit.

4. REQUIREMENTS

4.1 General Requirements

4.1.1Provide all parts, labor, materials, equipment, services, travel costs, disposal fees, tools, and misc. related items necessary to accomplish this specification item.
4.1.2This is an ABS classed ship. Ensure there is ABS approval for all aspects of this project.
4.2Install VestDavit davit, maneuvering desk, hydraulic power unit per the provided design.
4.3Provide OEM VestDavit oversight
4.3.1Contractor installation plan shall be provided to Port Engineer and OEM VestDavit qualified technician prior to the installation.
4.3.2OEM shall be consulted during the installation and shall inspect progress of installation at mid point of installation.
4.3.3OEM VestDavit technician shall be present at the completion of the installation and for the Customer Acceptance Test.
4.4Drawings:
4.4.1Update referenced NOAA drawings to “as-built” drawings with input from NOAA. Submit the revised drawing to the COR for review and acceptance. NOAA will forward the final drawing to ABS for approval, if required.

5. QUALITY ASSURANCE

5.1 Successful Operational test.

6.1 Vest Davit drawing

ITEM NO. 104 TITLE: PEGGY D DAVIT - PERMANENT BALLAST

1.1 Background

1.1.1 Glosten Associates completed an Intact Stability Analysis in 2010 for the Oscar Dyson. Questions may be directed to:

Contact Information:
Stephen D. White, Project Naval Architect
1201 Western Avenue, Suite 200
Seattle, WA 98101-2921
Tel: 206-624-7850

1.1.2 In 2013 Jensen Maritime Consultants were subcontracted by the davit supplier, VestDavit, to create a plan for adding permanent ballast on the NOAA Ship Oscar Dyson to accommodate the added davit. They have also been subcontracted to update the Trim and Stability Booklet with these changes and provide a table of weights and heights that are added/relocated.

Contact Information:

1102 SW Massachusetts St.

Seattle, WA 98134 Tel: 206-332-8090 www.jensenmaritime.com

1.2 Objective

Add 2.5 tonnes permanent ballast to account for the changes in weight by adding the davit for the Peggy D. This work item shall be done per plan received from Jensen Maritime in concurrence with the Peggy D. davit installation. Spray in permanent ballast shall not be used. The permanent ballast must be able to be accessed and moved for future ABS girth belt steel thickness measurements.

2. REFERENCE DOCUMENTS

2.1Peggy D. Davit Install Statement of Work
2.2DWG OD-079-FC12 Rev00: Trim and Stability Booklet for Oscar Dyson
2.3Northwind_Pilotmaster_Specifications

3. GOVERNMENT FURNISHED MATERIAL (GFM)

3.1 None. All material to be contractor furnished.

4. REQUIREMENTS

4.1 General Requirements

4.1.1Provide all parts, labor, materials, equipment, services, travel costs, disposal fees, tools, and misc. related items necessary to accomplish this specification item.
4.2Weight Changes

4.2.1 All planned locations and weights added to the NOAA Ship Oscar Dyson via the davit, associated equipment, and its additional supporting members will be summarized in a table and provided to NOAA’s Naval Architect, Port Engineer, and Captain. This plan shall be approved before installation of permanent ballast. After ballast is installed, a final table will be submitted to the Port Engineer and Naval Architect.

4.3 In the location where the permanent ballast will be installed, surface prep to SSPC-SP3 and spot coat using two coats of primer and one top coat to match…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .