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NOAA SHIP GORDON GUNTER
FY 18 DOCKSIDE REPAIR SPECIFICATION
NOAA Ship Gordon Gunter FY18 Dockside Repair
December 2017
FY 2018 Dockside Repairs to NOAA Ship Gordon Gunter
TABLE OF CONTENTS
DESCRIPTION/TITLE PAGE
1. SCOPE 3
2. GENERAL 3
3. BASE ITEMS 7
3.1 Item 15930 Marine Sanitation Device Overhaul 7
3.2 Item 15140 HVAC System Cleaning 8
3.3 Item 11540 Bridge Window Replacement 10
3.4 Item 11860 Chemistry Lab Sink Replacement 11
3.5 Item 10620 Food Storage Shelving Modification 12
3.6 Item 16340 Interior Deck Renewals 13
3.7 Item 16440 Shower Stall Repairs 15
3.8 Item 15840 Deck Crane Overhaul 17
3.9 Item 15890 J-Frame Overhaul 18
3.10 Item 11620 Exhaust Stack Steel Replacement 20
3.11 Item 15550 Annual Fire Inspection 21
3.12 Item 15830 Annual Life Raft Inspection 24
3.13 Item 15140 Vent Trunk Renewal 25
3.14 Item 14360 Fire-Tight Door Magnetic Holdback installation 26
3.15 Item 15890 Weight Tests of Lifting Gear 28
3.16 Item 15890 Annual Miranda Davit Inspection 29
4. ADDITIONAL WORK 30
4.1 Item 40000 Additional Work 30
5. OPTION ITEMS 31
5.1 Item 51300 Weatherdeck and Bridge Deck – Blast/Coat/Non-Skid 31
5.2 Item 53420 Emergency Generator Battery Bank Installation 33
5.3 Item 51500 Bridge Wing Cover Replacement 34
5.4 Item 51690 Weathertight Door Replacement 35
5.5 Item 55370 Fiberglass Deck Grating Replacement 36
1.0 SCOPE. The National Oceanic and Atmospheric
Administration (NOAA) operates a fleet of research vessels that supports research and mapping for the National Fisheries Service, National Ocean Service, Office of Atmospheric Research and the
National Weather Service, as well as provides support to other Federal agencies. These research missions are time sensitive and therefore the data must be collected at specific times during the sailing season to be meaningful. At the end of each sailing season the vessels enter a repair period (drydock or dockside) to address repairs that have been previously identified, perform upgrades to mission systems or ship systems that either extend the life of the ship or provide new data collection capabilities or for safer operations of ships systems as well as address any emergent work that would adversely affect the ships ability to safely perform its mission on schedule, while meeting all regulatory body requirements (American Bureau of Shipping and
United States Coast Guard) and all habitability requirements, including any that may be required as a result of contracts for personnel to augment ship staff.
These Detail Specifications contain the requirements for dockside repairs and modifications to the NOAA Ship Gordon Gunter.
2.0 GENERAL.
2.1. References
2.1.1. NOAA Standard Specification No. MOC-000-1G, “General
Requirements for Ship Repair Work on NOAA Ships.”
2.1.2. NOAA Standard Specification S1600, “Structural Access Cuts.”
2.1.3. NOAA Standard Specification, S2906, “Arc Welding on
Waterborne Vessels.”
2.1.4. Dwg. No. 085-6233560, “General Arrangement Main Deck and
Below.”
2.1.5. Dwg. No. 085-6233567, “General Arrangement Fcsle Dk &
Above.”
2.1.6. NOAA Ship Gordon Gunter Drawing Index List
2.1.7. NOAA Weight Report Form, Microsoft XL Format, “Weight
Report.xls”
2.1.8. NOAA Standard Specification MOC-631-2D, “Coating Systems for
Steel Surfaces.”
2.2. Requirements
2.2.1. Reference 2.1.1 forms 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.
2.2.2. References 2.1.2 and 2.1.3 are amplifications of the
requirements contained in reference 2.1.1 sections 4.17 and 4.21.
2.2.3. References 2.1.4 through 2.1.8 will be available for review during scheduled pre- bid inspection and during the performance period of the contract. The general arrangement drawings are the original
Ocean Surveillance Ship T-AGOS 13 class drawings produced when the ship was built. Modifications to the ship after re-activation in 1998 for NOAA’s operations, and conversion in 1999 to meet National Marine
Fisheries Service (NMFS) requirements, are not reflected in these arrangements. Some of the drawings and information provided in references 2.1.6 through 2.1.11 reflect some of the ship’s arrangements and construction changes since reactivation as a NOAA vessel. Contractor shall be responsible for verifying all current configuration, construction, and arrangement changes, as necessary, to comply with and perform the work requirements of these specifications.
Contractors are encouraged to review ship’s drawings and to perform a field inspection of the ship and her equipment prior to submitting a bid proposal.
2.2.4. Ship’s drawings and technical publications may be borrowed during the performance period. All reference materials borrowed by the Contractor shall be signed for, and then returned to the COTR after no further use of the reference materials is required.
2.2.5. Provide and maintain a status report of all American Bureau of Shipping (ABS) inspections and technical reviews required by ABS, during the course of this contract, to ensure the ship’s ABS certification requirements are in compliance. Submit weekly ABS status reports to the COTR, along with the preliminary progress reports.
2.2.6. All visual examination, hydrostatic testing, and non-
destructive testing shall be in accordance with ABS Rules for
Building and Classing Steel Vessels, Survey After Construction 2005, Part 7. All contractors performing NDT and hull gauging shall be certified under the ABS external specialists program.
2.2.7. Provide revised and updated copies of the production
schedule to the COTR as required to reflect actual work progress.
2.2.8. 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 are not acceptable.
This documentation shall be turned over to the COTR after installation is completed. Equipment technical manuals shall provide detailed information necessary to operate, maintain, troubleshoot, and repair the equipment. The manuals shall include detailed procedures for disassembly of equipment, parts lists, drawings, inspection criteria, troubleshooting, and test procedures. Provide four paper copies of each manual, plus one electronic copy in Abode Acrobat .pdf format.
2.2.9. All inspection, test, and quality reports shall be
submitted to the COTR in Microsoft Word electronic software formats, in addition to providing hard paper copies.
2.2.10. Weigh all materials and items removed, installed, or
relocated on the ship.
Provide a summary report to the COTR indicating the total weight in pounds of items and a breakdown of their locations by space, deck, frame, distance from centerline, and height above the deck. Reference
2.1.7 will be provided by the COTR for the Contractor to identify, record, and document all weight changes for submitting the summary reports. Contractor may use their own weight report form for documenting weight changes. All the information required must be tracked and documented on any form provided.
2.2.11. 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 all paint systems disturbed while accomplishing work items, in accordance with reference 2.1.l. Finish coat colors shall match those of the surrounding, unmodified area.
2.2.12. 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 two working days’ prior notice for any equipment operations.
2.2.13. All new and disturbed machinery and services shall be operated for a period sufficient to indicate satisfactory performance, but not less than one hour, after all adjustments and deficiency corrective actions have been made, without further adjustment.
2.2.14. Provide manufacturer’s technical representatives where required in the individual work items, to witness and to provide technical guidance during operational testing of equipment and systems. All tests and trials of equipment or systems shall be witnessed by the COTR, ABS, and/or USCG as applicable, to ensure compliance with regulatory body requirements to maintain the ship’s
ABS class certification, and to complete all requirements of these specifications.
2.2.15. These Detailed Specifications are a combination of
“performance specifications” and “design specifications.” Whenever possible, the Government has provided performance specifications, giving the Contractor the opportunity to accomplish the work requirements as best as he or she sees fit, while providing a fully functional repair and/or equipment/system installation in accordance with all work requirements. When specific details are required, the
Government will provide design/detail specifications; this will be more the exception, than the rule.
2.2.16. Frame numbers and space names are derived from ship’s drawings. All equipment changes and space modifications over the ship’s life span may not all be reflected in the referenced drawings.
Contractors are encouraged to review all referenced drawings and to perform a field inspection of the ship prior to submitting a bid.
Copies of drawings and technical manuals not included herein may be made available for review during any scheduled pre-bid inspection and during the performance period. Contractors my review available drawings and technical manuals on board ship or at the Port Engineer’s office at NOAA’s Gulf Marine Support Facility, 151 Watts Ave., Pascagoula, MS.
2.3. Notes
2.3.1. The following descriptive data of the ship is
provided for information:
Length, Overall 224’ 0”
Length, BP 194’ 0”
Beam, Molded 43’ 0”
Mean Draft, Loadline 15’ 1”
Displacement, Loadline 2328 LT
Displacement, Lightship 1557.2 LT
Cruising Speed 11 knots
Officer & Crew Size 19
Electric Service 450 VAC, 60 Hz, 3 PH, 800 Amp Service
Propulsion Diesel electric, twin screw
2.3.2. NOAA Ship Gordon Gunter is identified with ABS ID Number
9000291, IMO Number 8835255, Official Number 023674, Hull Number
1128, and is classed +A1, E, +AMS, and +ACCU.
(R-336)
GOVERNMENT FURNISHED MATERIAL/EQUIPMENT
ITEM QTY DESCRIPTION EST COST
See individual Items
3.0 BASE ITEMS
3.1. Item 15930 Marine Sanitation Device Overhaul
3.1.1. References
3.1.1.1. NOAA Ship Gordon Gunter Technical Manual GU 593-06 “Marine
Sanitation Device Model 12 M1-1”
3.1.1.2. NOAA Ship Gordon Gunter Technical Manual T9593-A6-MMO-
010/62950 “Sewage Lift Station Model LS-001-01”
3.1.2. Government Furnished Material
3.1.2.1. ITEM QTY DESCRIPTION EST COST
1 1 Overhaul Kit $71,425.00
Kit Includes:
- 1 12M Bookcell
- 1 Custom control panel (Ref: D007440-EP-01)
- 1 Transformer
- 2 Macerators, with motors
- 2 Overboard pumps with motors
- Standard solenoid valves and tubing
- PVC piping and valves
- Standard cables (armored) and wiring
3.1.3. Requirements
3.1.3.1. Provide the services of a waste company to open, empty and clean the sewage holding tank, and MSD V1 and V2 tanks and lift station.
3.1.3.2. Provide the services of an authorized De Nora Water
Technologies (OEM) representative to oversee all work on the MSD system.
3.1.3.3. Provide all labor to overhaul the MSD system under the guidance of the OEM representative.
3.1.3.4. While the sewage holding tank is empty, crop out and renew the sewage tank vent line from the tank top to the exterior bulkhead.
3.1.3.5. Remove the lift station pumps and motors and send to shop for overhaul and rewind.
3.1.4. Quality Assurance
3.1.4.1. As required by References 3.1.1.1 and 3.1.1.2
3.1.5. Notes
3.1.5.1. De Nora Water Technologies Point of Contact
Robert Crutchfield
1110 Industrial Blvd.
Sugar Land, TX 77478
Tel: 281-274-8451
End of Item
3.2. Item 15140 HVAC System Cleaning
3.2.1. References
3.2.1.1. American Society of Heating, Refrigerating and Air
Conditioning Engineers (ASHRAE) Standard 151 “Practices for
Measuring, Testing, Adjusting and Balancing Shipboard HVAC & R
Systems.”
3.2.1.2. NOAA Standard Specification MOC-510-1B, "HVAC
Cleaning"
3.2.1.3. Drawing number GU-512-6233792, Rev D, "Heating
Ventilation & Air Conditioning Diagram"
3.2.1.4. Drawing number GU-512-6233797, Rev K, "HVAC Lower
Platform"
3.2.1.5. Drawing number 516-6233799, Rev C, "HVAC Standard
Notes & Details"
3.2.1.6. Drawing number GU-512-6233800, Rev E, "HVAC Upper Deck and Above"
3.2.1.7. Drawing number 512-6233801, Rev G, “HVAC Main Deck”
3.2.1.8. Drawing number GU-512-6233802, Rev D, "HVAC Forecastle
Deck"
3.2.1.9. Drawing number GU-512-002, Rev B, "Mission Space Instl
HVAC Sys Mods"
3.2.1.10. Drawing number GU-512-003, Rev B, "HPU Rm & Strm Instl
Vent Sys Mods"
3.2.1.11. Drawing number GU-512-004, Rev A, "Mission Space Instl
Motor Rm Vent Mods"
3.2.2. Government Furnished Material
3.2.2.1. None.
3.2.3. Requirements
3.2.3.1. Clean all Supply and Exhaust Heating Ventilation and
Air Conditioning (HVAC) systems on the ship that use a fan or blower. Clean each system in its entirety, from inlet trunk or duct, to fan, and from fan through entire duct distribution system. Cleaning shall be accomplished in accordance with
Reference 3.2.1.2, with the following additional requirements:
3.2.3.1.1. Paragraph 3.2.4.a. of Reference 3.2.1.2. Use of a
skipper hose is not required in round ducts, provided a system using single, round brushes, each matched to various duct diameters, is used to clean the entire inside of the ducts.
Rectangular or square trunks and ducts shall not be cleaned with round brushes; use of a "skipper" hose is required. In either case, a vacuum truck is required.
3.2.3.1.2. The system using "dry ice" for duct cleaning shall not be used.
3.2.3.1.3. Ship’s fans shall not be used to facilitate duct
cleaning.
3.2.3.1.4. Remove grease and debris from all inside surfaces of
Galley Exhaust System, E01-48-3.
3.2.3.1.5. Accomplish joint inspection with COTR of all HVAC
Return and Recirculation systems. Inspection shall include all ducts, along with all items installed in each system, to include fans, dampers, and heaters. Inspections shall be visual- no items need be removed from ducts. Provide condition report identifying findings. Report shall consist of a Microsoft Excel table, with a column in which each system, and system components, are identified, along with an associated row for findings and recommendations.
3.2.3.1.6. Remove all existing inspection and access covers in ducts for inspection. Remove all existing registers and terminals for inspection. Reinstall covers, registers, and terminals upon completion of inspection.
3.2.3.1.7. Test operate all duct heaters and provide COTR with condition found report.
3.2.3.2. The following work shall be accomplished on the
Gaylord Hood system:
3.2.3.2.1. Disassemble, clean, inspect, and reassemble the
internal nozzles, baffles, ducts, and wash down systems.
3.2.3.2.2. Route out the hood drains to remove all debris.
3.2.3.2.3. Test operate the wash down system.
3.2.3.2.4. Use a grease solvent to clean the interior of the
Gaylord Hood exhaust system ducts, and the exhaust fan.
3.2.4. Quality Assurance
3.2.4.1. Verify that all instruments used to conduct
ventilation and system tests have been calibrated within the preceding six months.
3.2.5. Notes
3.2.5.1. References 3.2.1.9, 3.2.1.10, and 3.2.1.11 depict
modifications accomplished in 1999 to original as-built system drawings from 1988. Original drawings are not red-lined.
3.3. Item 11540 Bridge Window Replacement
3.3.1. References
3.3.1.1. Tech Manual: Electrically Heated Deicing Window Models KS-
25462
3.3.1.2. Drawing: SeaClear Industries Typical Window Seal
3.3.2. Government Furnished Equipment
3.3.2.1. None
3.3.3. Requirements
3.3.3.1. Remove five (5) existing ClearView windows on the Bridge.
3.3.3.2. Remove five (5) existing switches servicing the ClearView windows along with associated cable.
3.3.3.3. Renew ceiling tiles in way of removed switches.
3.3.3.4. Install five new SeaClear heated windows of the same make/model as existing windows in accordance with manufacturer’s recommendations and Reference 3.3.1.2.
3.3.3.5. Electrically connect new SeaClear windows using existing cabling from the ClearView windows.
3.3.3.6. Identify all cables and conductors with permanent labels and sleeves.
3.3.3.7. After completion of installation and watertight
integrity testing, renew new and disturbed surfaces.
3.3.4. Quality Assurance
3.3.4.1. Provide documentation of USCG approved material to the COR.
3.3.4.2. Conduct a hose test of the newly installed windows before painting.
3.3.5. Notes
3.3.5.1. None
3.4. Item 11860 Chemistry Lab Sink Replacement
3.4.1. References
3.4.1.1. None
3.4.2. Government Furnished Equipment
3.4.2.1. None
3.4.3. Requirements
3.4.3.1. Disconnect drain piping from existing sink.
3.4.3.2. Crop out existing Chemistry Lab sink.
3.4.3.3. Fabricate and install new Chemistry Lab sink similar to existing sink. The dimensions of existing sink are 22-inches wide by
22-inches deep by 13 ¼” high.
3.4.3.4. Material shall be 316 L high grade polished stainless steel.
3.4.3.5. Grind all welds smooth with existing countertop.
3.4.3.6. Reconnect drain piping to new sink.
3.4.4. Quality Assurance
3.4.4.1. Conduct hydrostatic test to confirm watertight integrity newly installed drain and weld seams.
3.4.5. Notes
3.4.5.1. Existing stainless steel countertop material is 3/32 inch thick.
3.4.5.2. Existing drain piping and faucet shall be reused
3.5. Item 10620 Food Storage Shelving Modifications
3.5.1. References
3.5.1.1. None
3.5.2. Government Furnished Equipment
3.5.2.1. None
3.5.3. Requirements
3.5.3.1. Shelf Renewal
3.5.3.1.1. Remove the existing shelf above the salad bar in the mess decks.
3.5.3.1.2. Fabricate a new shelf using 1/16” polished stainless steel.
The new shelf shall the same dimensions as the existing shelf.
3.5.3.1.3. Install the new shelf. The new shelf shall be installed two inches lower than the original shelf.
3.5.3.2. Soup Stand Modification
3.5.3.2.1. Extend the top of the soup stand so that the aft edge is flush with the aft edge of the salad bar shelf.
3.5.3.3. Dry Goods Store Room and Walk In Chill Box Deck
3.5.3.3.1. Remove the fiberglass grating in the dry goods storeroom and walk in chill box, and replace with USCG approved rubber floor mats.
Mats shall be cut to fit under and around shelves.
3.5.4. Quality Assurance
3.5.4.1. None
3.5.5. Notes
3.5.5.1. None
3.6. Item 16340 Interior Deck Renewals
3.6.1. References
3.6.1.1. NOAA Standard Specification AMC-634-1B,”Deck Coverings"
3.6.2. Government-Furnished Material (GFM)
3.6.2.1. None
3.6.3. Requirements
3.6.3.1. This item covers the deck renewals for the Main Deck and the O2 Deck passageways, all stairwell landings, and the O1 deck
Uninterruptable Power Supply storage area.
3.6.3.2. All work to be accomplished in accordance with the
general requirements in reference 3.6.1.1, paragraphs 3.1 through 3.1.9., supplemented with the following, detailed requirements.
3.6.3.3. Remove and stow all deck mounted items and equipment from the Main Deck and O2 deck passageways that can safely be moved.
3.6.3.4. Remove existing baseboard trim and install new baseboard trim after installation of new flooring is complete.
3.6.3.5. Test any deck drains and verify they are free-
flowing. Plug drains prior to commencement of work.
3.6.3.6. Install protective coverings to seal off all access
points, and all equipment, and completely cover the overhead, except lights can be exposed. All items and equipment remaining in the Main Deck and O2 Deck Passageway to be completely wrapped and sealed.
3.6.3.7. Conduct a walk through with the COR prior to the start of any tile removal.
3.6.3.8. Remove and dispose of the existing deck tiles and
underlayment, down to the steel deck.
3.6.3.9. Power tool clean the entire deck to an SSPC-SP 15
surface condition.
3.6.3.10. In the presence of the COR, inspect all decks to identify any suspect steel areas.
3.6.3.11. Provide the services of a certified ultrasonic testing company to gauge any suspect areas and provide a condition found report to the COR.
3.6.3.12. After completion of any required repairs, apply a complete decking system, to include lightweight epoxy underlayment and a polymeric deck covering system. Complete system shall be IMO and
USCG approved, Dex-O-Tex Colorflake VP, or equal.
3.6.3.13. Provide a color chart to the crew for color selection.
3.6.3.14. Reinstall all removed items. Remove protective
coverings and clean bulkheads and vacuum overhead.
3.6.4. Quality Assurance
3.6.4.1. Flooring company carrying out all work to provide
documentation validating required experience identified in reference 3.6.1.1, paragraph 3.1.2.
3.6.4.2. Validate all deck drains are free flowing after
flooring is installed.
3.6.4.3. After cleaning is accomplished, inspect space with
Government representative to validate cleanliness of space is equal to level of cleanliness prior to commencement of work.
3.6.5. Notes
3.6.5.1. Recommended sources for IMO approved products:
Surface Technologies Corp
2440 Mayport Rd Suite 7
Atlantic Beach, FL 32233
Tel 228-218-9375
Surface Systems Inc.
2619 Tchoupitoulas Street
New Orleans, LA 70130
Tel 251-421-1292
3.7. Item 16440 Shower Stall Repairs
3.7.1. References
3.7.1.1. None
3.7.2. Government Furnished Material
3.7.2.1. None
3.7.3. Requirements
3.7.3.1. In the adjoining staterooms, install protective coverings to seal off all access points, and all equipment, bunks, desks, carpeting in the staterooms, and completely cover the overhead, except lights can be exposed.
3.7.3.2. The contractor shall remove the existing terrazzo type marine deck in the following main deck shower stalls:
1-65-2-L
1-55-2-L
1-45-2-L
1-27-2-L
1-23-1-L
3.7.3.3. Power tool clean the entire deck to an SSPC-SP 15
surface condition.
3.7.3.4. In the presence of the COR, inspect all decks to identify any suspect steel areas.
3.7.3.5. Provide the services of a certified ultrasonic testing company to gauge any suspect areas and provide a condition found report to the COR.
3.7.3.6. After all required repairs are complete, install a
jointless, terrazzo-type marine deck covering for wet spaces conforming to MIL-PRF-24613, Type 1, Class 1 in the stateroom showers.
3.7.3.7. Provide color samples to the COR for color selection.
3.7.4. Quality Assurance
3.7.4.1. Inspect decks with the COR and ship representative.
3.7.5. Notes
3.7.5.1. Recommended sources for IMO approved products:
Surface Technologies Corp
2440 Mayport Rd Suite 7
Atlantic Beach, FL 32233
Tel 228-218-9375
Surface Systems Inc.
2619 Tchoupitoulas Street
New Orleans, LA 70130
Tel 251-421-1292
3.8. Item 15840 Deck Crane Overhaul
3.8.1. References
3.8.1.1. Tech Manual: Hydra Pro Marine Crane Model HP46/18KE
3.8.1.2. MOC Standard Specification MOC-573-2, “Overhaul/Repair of Hydraulic Cylinders.”
3.8.2. Government Furnished Equipment
3.8.2.1. None
3.8.3. Requirements
3.8.3.1. All work in this item shall be completed under the
supervision of a certified Rapp Hydema service technician.
3.8.3.2. Check torques on Swing Bearing Bolts. Nominal required torque is 786 ft-lbs.
3.8.3.3. Remove the hydraulic cylinders and send to shop for
overhaul in accordance with reference 3.8.1.2.
3.8.3.4. Remove the boom and send out to have it blasted and painted using an OEM recommended epoxy paint system.
3.8.3.5. Renew all hydraulic hoses. New hoses shall be tagged indicating hose test pressure and test date. All fittings shall be
316 stainless steel. Install anti chafing material where necessary.
3.8.3.6. Renew six (6) sections of hydraulic stainless steel supply and return tubing. Six sections have already been renewed. Renew all pipe hangars on the stainless steel tubing.
3.8.3.7. Crop out and renew wasted metal on the crane control enclosure. Prime and paint new and disturbed areas to match existing color.
3.8.4. Quality Assurance
3.8.4.1. As directed by the Rapp Hydema service technician.
3.8.5. Notes
3.8.5.1. Point of Contact for Rapp Hydema:
Layla Pineda
2260 W. Commodore Way
Seattle, WA 98199
Tel: 206-454-3545
3.9. Item 15890 J-Frame Overhaul
3.9.1. References
3.9.1.1. NOAA Standard Specification AMC-631-2D, “Coating
Systems for Steel Surfaces.”
3.9.1.2. Steel Structures Painting Council Surface Preparation
Specification No. 1 (SSPC-SP 1), "Solvent Cleaning."
3.9.1.3. Steel Structures Painting Council Surface Preparation
Specification No. 10 (SSPC-SP 10/NACE No. 2), "Near White Blast
Cleaning."
3.9.1.4. MOC Standard Specification MOC-573-2, “Overhaul/Repair of Hydraulic Cylinders.”
3.9.1.5. MOC Standard Specification AMC-573-1C, “Testing of
Davits and Weight Handling Gear.”
3.9.2. Government-Furnished Material (GFM)
3.9.2.1. None.
3.9.3. Requirements
3.9.3.1. Prior to accomplishing any other work on this item
conduct an operational test, in the presence of the COR and a member of the ship’s force, of the floodlight on the j-frame.
3.9.3.2. Remove the following from the j-frame: hydraulic cylinder, blocks, shackles, all existing wiring, junction boxes, terminal boxes, and floodlight.
3.9.3.3. Overhaul the hydraulic cylinder in accordance with
Reference 3.10.1.4. Renew tie rods. Re-chrome cylinder rod.
Hone inside of cylinder tube and polish cylinder piston to remove scarring. Clean/machine as necessary hydraulic head.
Renew counterbalance valves and pilot lines. Renew hydraulic hoses using stainless steel fittings and place tags on each hose identifying test pressures and date tested.
3.9.3.4. Disconnect and crane the J-Frame off the ship for blast and paint.
3.9.3.5. Perform a thorough visual inspection of the entire j-frame and provide the COTR a condition report identifying the location and extent of all recommended repairs. Areas found in need of repair/renewal as part of the inspection will be handled as growth work.
3.9.3.6. All surface preparation and painting work shall be
accomplished by a QP1-certified contractor in accordance with
Reference 3.10.1.1, except for the type of coating used.
3.9.3.7. Prepare and paint the j-frame and the hydraulic
cylinder barrel as follows: Solvent clean all areas to an SSPC-
SP1 specification in accordance with Reference 3.10.1.2 to remove surface contaminates. Sandblast the surfaces to an SSPC
SP-10 standard in accordance with Reference 3.10.1.3.
3.9.3.8. After sand blasting, accomplish chloride tests in three different locations on each piece, using a Chlor*Rid test kit. If chloride contamination above 7 ug/cm2 is detected, the entire area shall be pressure washed until chlorides are below 7 ug/cm2, then blasted again if necessary to achieve surface prep in accordance with
SSPC-SP10.
3.9.3.9. After surface preparation is approved, apply the following coating system: Submit DFT readings to COTR in a condition report.
3.9.3.9.1. First coat: Sherwin-Williams Zinc Clad II HS or
International Interzinc 22 inorganic zinc applied at 3-5 mils DFT.
3.9.3.9.2. Stripe-coat all cut-outs, hidden welds, backsides of angles, edges, and other hard to reach areas with Sherwin-Williams
Seaguard 6000 HS or International Formula 150 epoxy (color: white).
3.9.3.9.3. Second coat: Sherwin-Williams Seaguard 6000 HS or
International Formula 150 epoxy, 5-8 mils DFT (color: red).
3.9.3.9.4. Apply second stripe coat over same areas as first stripe coat using Seaguard 6000 HS or International Formula 150 epoxy (color:
white).
3.9.3.9.5. Third coat: Sherwin-Williams Seaguard 6000 HS or
International Formula 150 epoxy, 5-8 mils DFT (color: red).
3.9.3.9.6. Fourth coat: Sherwin- Williams Acrolon 218 HS or
International Interthane 990 polyurethane applied at 2-4 mils DFT
(color: buff, code 10371 per Fed Std 595).
3.9.3.10. Following reinstallation of the hydraulic cylinder, test operate the J-frame. The J-Frame will be weigh tested in a separate work item in this spec.
3.9.4. Quality Assurance
3.9.4.1. Chloride test results per paragraph 3.10.3.8.
3.9.4.2. DFT readings per paragraph 3.10.3.9.
3.9.5. Notes
3.9.5.1. None
3.10. Item 11620 Exhaust Stack Steel Replacement
3.10.1. References
3.10.1.1. NOAA Standard Specification AMC-631-2D, “Coating Systems for Steel Surfaces.”
3.10.2. Government Furnished Material
3.10.2.1. None
3.10.3. Requirements
3.10.3.1. Provide a certified Non Destructive Test contractor to take ultra sonic thickness measurements on the port and starboard exhaust stacks.
3.10.3.2. Provide the results to the COR with repair recommendations.
3.10.3.3. Crop out the bad plating identified by the ultra sonic thickness readings in the previous paragraph. Cut back to good steel
(defined as less than 22.5% wastage), overlapping frames and radiusing corners in accordance with ABS rules.
3.10.3.4. For biding purposes assume 100 square feet of steel replacement will be required.
3.10.3.5. Engage the services of an independent 3rd party non-destructive testing specialist to test the welds using the magnetic particle method.
3.10.3.6. Prepare and paint all new and disturbed steel surfaces using system STL-2 in accordance with Reference 3.10.1.1.
3.10.4. Quality Assurance
3.10.4.1. Magnetic particle test results per paragraph 3.10.3.5.
3.10.4.2. As required by Reference 3.10.1.1.
3.10.5. Notes
3.10.5.1. None.
3.11. Item 15550 Annual Fire Inspection
3.11.1. References
3.11.1.1. Drawing GU-555-001 Rev – “Fire Control Plan”
3.11.1.2. Drawing GU-555-6233815 Rev C “Fire Extinguishing System
Diagram”
3.11.1.3. Drawing GU-436-6233675 Rev H “Fire & Smoke Detection
System”
3.11.2. Government Furnished Material
3.11.2.1. None
3.11.3. Requirements
3.11.3.1. All personnel, shop or sub-contractors are to be trained at a manufacturer’s approved course and specialized in the inspection and repair of fixed and portable CO2, Halon, AFFF, dry chemical, fire main and sprinkling systems and equipment and be certified by the American
Bureau of Shipping (ABS) to conduct these inspections.
3.11.3.2. Portable Extinguishers: Inspect and weigh all portable extinguishers identified in reference 2.1, including the discharge hose. Check the condition of the powder in dry chemical type extinguishers.
3.11.3.3. Submit a report to the COR indentifying the size and number of extinguishers requiring recharging or hydrostatic testing.
3.11.3.4. Any extinguisher found to be rejected, for whatever reason shall be set aside. Submit a report to the COR identifying the extinguisher(s) found to be rejected and the reason(s) why.
3.11.3.5. Upon completion, all portable extinguishers shall be returned to their designated stations or stowage locations in the case of spares.
3.11.3.6. Fixed CO2 Systems: Main Motors and Paint Locker
3.11.3.7. Inspect and weigh fixed CO2 cylinders identified in reference 3.12.1.2
3.11.3.8. Demonstrate all interlocks, shutdowns, time delays, automatic fire dampeners and controls operate correctly and verify intake and exhaust fans shutdown, and main motor breakers trip (Note:
Main Motors must be online to verify breakers trip).
3.11.3.9. Submit a report to the COR indentifying the size and number of cylinders requiring recharging or hydrostatic testing (If any).
3.11.3.10. Inspect hoses between fixed cylinders and the distribution piping. Submit a report to the COR identifying any issues found and recommendations.
3.11.3.11. Inspect all fixed piping, nozzles and valves to ensure their satisfactory material condition. Connect an inert gas
(nitrogen) to the system and blow-out the piping to prove it is clear.
3.11.3.12. Fixed Halon System: Ship’s Service Diesel Generator, Emergency Diesel Generator and Bow Thruster.
3.11.3.13. Inspect all fixed Halon cylinders identified in reference
3.12.1.2.
3.11.3.14. Demonstrate all interlocks, shutdowns, time delays, automatic fire dampeners and controls operate correctly and verify intake and exhaust fans shutdown. Coordinate with the ship’s crew to start the Ship Service Diesel Generators (SSDG’s) for testing (Note:
SSDG’s must be running to test shutdowns).
3.11.3.15. Inspect hoses between fixed cylinders and the distribution piping. Submit a report to the COR, identifying any issues found and
3.11.3.16. Accomplish inspection and testing of the GALLEY GAYLORD
Hood system and associated heat sensing vent closure devices in the exhaust ducting, including over the oven, the fryer, and the griddle.
3.11.3.17. Prepare a Certificate of Servicing and report, listing the
Gaylord Hood System and heat sensing vent closure devices, equipment, and components inspected and tested, and the results. Submit the original and two (2) copies of the service report to the COR.
3.11.3.18. Fire Detection System
3.11.3.18.1. Test all smoke and/or fire detection systems and demonstrate their proper functioning. Upon completion of the tests and demonstrations, all systems shall be restored to normal operating configuration and left in a ready for use condition.
3.11.3.18.2. Testing shall include all smoke detectors using spray smoke and all heat detectors.
3.11.3.18.3. Inspect all alarm bells for corrosion and verify proper operation.
3.11.3.18.4. Submit a condition report to the COR with test results and any recommendations.
3.11.3.19. SCBA Respirators and Cylinders
3.11.3.19.1. Conduct a visual inspection of sixteen (16) SCBA
Cylinders.
3.11.3.19.2. Conduct a flow test on eight (8) SCBA respirators.
3.11.3.19.3. Submit a condition report to the COR with findings and any
3.11.3.20. After completion of testing, all fire fighting systems shall be reconnected, the cylinders properly secured in the bank, and the system left in a ready for use condition.
3.11.3.21. All extinguishers, hoses and fixed systems shall have tags attached indicating the date of service and the name of the firm performing the servicing.
3.11.3.22. Prepare a Certificate of Servicing, listing all portable extinguishers and fixed systems examined and tested and the results of those tests and inspections. Deliver the original and two (2) copies of the report to the COR.
3.11.4. Quality Assurance
3.11.4.1. None
3.11.5. Notes
3.11.5.1. Adequate fire protection should remain on the ship at all times during the performance of this item. No more than 30% of the portable extinguishers are to be removed from the vessel at any one time. No fixed fire fighting system shall be left in an inoperable condition overnight.
3.12. Item 15830 Annual Life Raft Inspection
3.12.1. References
3.12.1.1. NOAA Standard Specification AMC-583-1B, General
Requirements for Life Raft Inspections
3.12.2. Government Furnished Equipment
3.12.2.1. None
3.12.3. Requirements
3.12.3.1. Accomplish annual inspection for four (4) Crew Saver 20 person liferafts and two (2) Elliot 25 person liferafts and their associated hydrostatic releases in accordance with Reference 3.8.1.1.
The life raft manufacturer name and serial Nos. are: S2490 Lot 879, P4757 Lot 441, S5977 Lot 991, S5975 Lot 1014, S5981 Lot 1014, S5982
Lot 1014.
3.12.3.2. Renew all expired liferaft SOLAS Equipment Pack Items.
3.12.3.3. Accomplish floor seam test and raft pressure tests as required by 46 CFR 160.151-57.
3.12.4. Quality Assurance
3.12.4.1. Provide inspection certificates for each life raft.
3.12.5. Notes
3.12.5.1. None
3.13. Item 15140 Vent Trunk Renewal
3.13.1. References
3.13.1.1. Drawing No. 512-6233792, “Heating, Ventilation & Air
Conditioning Diagram.”
3.13.1.2. Drawing No. 512-6233797, “HVAC Lower Platform.”
3.13.1.3. NOAA Standard Specification MOC-631-2D, “Coating Systems for
Steel Surfaces.”
3.13.2. Government-Furnished Material (GFM)
3.13.2.1. None.
3.13.3. Requirements
3.13.3.1. Secure, lock out, and tag out Generator Room Supply Fans to prevent inadvertent operation.
3.13.3.2. All surface preparation and painting work shall be
accomplished in accordance with Reference 3.13.1.3, except for the type of coating used. All surface preparation and painting work shall be accomplished by a QP1-certified contractor.
3.13.3.3. Perform the following work on the interior surfaces of the
Generator Room vertical air supply vent trunk, from the intake at the
0-2 deck level to the bottom of the trunk (Lower Platform Level).
3.13.3.3.1. Solvent clean in accordance with SSPC-SP1, “Solvent
Cleaning.”
3.13.3.3.2. Power tool clean in accordance with SSPC-SP15, “Commercial
Grade Power Tool Cleaning.”
3.13.3.3.3. After power tool cleaning, paint rep shall accomplish chloride tests in 10 different locations, using a Chlor*Rid test kit.
If chloride contamination above 7 ug/cm2 is detected, the entire area shall be cleaned until chlorides are below 7 ug/cm2.
3.13.3.3.4. Engage the services of an independent non-destructive testing company to perform 50 ultrasonic thickness (UT) readings within the vent trunk. Exact locations of UT readings will be determined by American Bureau of Shipping (ABS) surveyor and COR.
3.13.3.3.5. Crop out and renew a total of 20 square feet of plate in non-contiguous areas within the vent trunk. Original plate thickness is believed to be ¼-inch.
3.13.3.3.6. Apply one full coat, followed by a stripe coat, followed by a final full coat (5-7 mils per coat) of MIL PRF-23236, Type VII, Class 17. Each succeeding coat shall be of a contrasting color.
3.13.3.3.7. Remove tagout/lockout appliances installed in paragraph
3.13.3.1.
3.13.3.3.8. Prior to ship’s force energizing Supply Fans, install cheesecloth at the terminus of all Generator Room vent ducts downstream of the fan to prevent any foreign matter from duct interior being blown into the Motor Room. Remove and dispose of the cheesecloth after 30 minutes of fan operation.
3.13.4. Quality Assurance
3.13.4.1. None, other than those in Reference 3.13.1.2.
3.13.5. Notes
3.13.5.1. None
3.14. Item 14360 Fire-Tight Door Magnetic Holdback Installation
3.14.1. References
3.14.1.1. None
3.14.2. Government Furnished Material
3.14.2.1. ITEM QTY DESCRIPTION EST COST
1 10 Magnetic Door Holdbacks $2500.00
2 1 Valutran .500 KVA, 120V XFRM $200.00
3.14.3. Requirements
3.14.3.1. Install government provided magnetic door holdbacks on the following doors:
Galley 1-42-0-Q
Fidley 01-51-1
01-51-3
Ladderway 2-30-1
2-30-0
01-23-1
1-29-2
01-29-1
02-24-1
02-29-1
3.14.3.2. Remove wall and ceiling panels as required to access wire ways to install new wiring.
3.14.3.3. Use existing wire ways and penetrations.
3.14.3.4. Ensure all new equipment is properly grounded.
3.14.3.5. All new wiring shall be copper stranded using P type, marine shipboard cable with a minimum size of 3C #12 stranded.
3.14.3.6. Identify all cables and conductors with permanent labels and sleeves.
3.14.3.7. Provide and install a manual release on the bridge
similar to and adjacent to the existing manual release.
3.14.3.8. After completion of installation and testing, reinstall all wall panels and ceiling tiles.
3.14.4. Quality Assurance
3.14.4.1. Conduct a full electrical functional test of all
magnetic door holdbacks.
3.14.5. Notes
3.14.5.1. None
3.15. Item 15890 Weight Tests of Lifting Gear
3.15.1. References
3.15.1.1. MOC Standard Specification AMC-573-1C, “Testing of
Davits and Weight Handling Gear.”
3.15.2. Government-Furnished Material (GFM)
3.15.2.1. None.
3.15.3. Requirements
3.15.3.1. Provide the services of an OSHA certified test inspector and all necessary equipment (weights, load cell) and labor to weight test the following deck equipment in accordance with reference 3.15.1.1:
J-Frame
A-Frame
Aft Deck Crane
HIAB Crane
3.15.3.2. Provide certified weight test certificates to the COR.
3.15.4. Quality Assurance
3.15.4.1. As specified in paragraph 3.15.3.2.
3.15.5. Notes
3.15.5.1. Recommended sources for OSHA certified inspectors:
Crane Inspection Services, Inc.
Post Office Box 461
Fairhope, AL 36533
Ph: 251-928-6262 | Fax: 251-990-6133
Internet: www.craneinspection.com
Contact: James Pritchett
Accredited For: FCD, SBMHD
Area of Operation: National tel:(251)%20928-6262 tel:(251)%20990-6133 http://www.craneinspection.com/
Date of Expiration: 11/15/2019
Techcrane International, LLC
17639 Hard Hat Drive
Covington, LA 70435
Ph: 985-871-0056 | Fax: 985-871-0065
Contact: Darius Shad
Accredited For: FCD, SBMHD
Area of Operation: National
Date of Expiration: 01/15/2019
3.16. Item 15890 Annual Miranda Davit Inspection
3.16.1. References
3.16.1.1. None
3.16.2. Government Furnished Equipment
3.16.2.1. None
3.16.3. Requirements
3.16.3.1. Provide the services of a Palfinger Service Technician to conduct the annual inspection of the Miranda Davit.
3.16.4. Quality Assurance
3.16.4.1. Provide service report and certification letter to the COR.
3.16.5. Notes
3.16.5.1. Point of contact Palfinger is:
Mike Resweber
Mike.Resweber@harding.no
1-337-256-9733 (phone) https://maps.google.com/?q=17639+Hard+Hat+Drive+%C2%A0%C2%A0%C2%A0+Covington,+LA+70435+%C2%A0%C2%A0%C2%A0+Ph:+985&entry=gmail&source=g https://maps.google.com/?q=17639+Hard+Hat+Drive+%C2%A0%C2%A0%C2%A0+Covington,+LA+70435+%C2%A0%C2%A0%C2%A0+Ph:+985&entry=gmail&source=g tel:(985)%20871-0056 tel:(985)%20871-0065 mailto:Mike.Resweber@harding.no
4.0 ADDITIONAL WORK
4.1. Iteom 40000 Additional Work
4.1.1. References
4.1.1.1. None
4.1.2. Government Furnished Equipment
4.1.2.1. None
4.1.3. Requirements
4.1.3.1. The rate for all man-hours of labor, to be used for emergent work if ordered by the Contracting Officer pursuant to the “Changes –
Ship Repair” clause (Section H) or mutually agreed upon by the parties by supplemental agreement to accomplish additional work not required elsewhere in the work items, shall be established using this item.
For bidding purposes estimate 500 man-hours worth of emergent work for this item.
4.1.3.2. Indicate in the “Bid Schedule” (Section B) the total man-hour rate to be used in evaluation of the proposal and also to be used for negotiating changes as required by the “Changes – Ship Repair” clause.
This rate shall be a flat rate to cover the entire effort and shall be burdened to include:
4.1.3.3. Production man-hours shall be for skilled labor at the journeyman level expended in direct production as exemplified by the following functions: Abrasive Cleaning/Blasting, Blacksmithing, Boilermaking, Carpentry, Crane Operation, Electrical/Electronics Work, Engineering (Production), Insulating/Lagging, Machining (inside and outside), Painting, Pipe Fitting, Rigging, Sheet-metal Work, Shipfitting, Shipwrights, Staging/Scaffolding, Tank Cleaning, and
Welding/Burning/Brazing.
4.1.3.4. Non-production man-hours (whether charged as direct labor or indirect labor by the contractors accounting system) shall be for labor in support of production functions. Necessary support functions should be priced into the burdened rate for production man-hours.
Examples of support functions include: Engineering (support), Estimating, General Labor, Firewatch, Material Handling, Planning, Quality Assurance, Security (General), Supervision, Surveying, Testing, and Transportation.
4.1.3.5. Other indirect charges including but not limited to the following: overhead, general and administrative, support functions, facilities, and capital cost of money and profit for the contractor and any subcontractors selected by the prime contractor. The hourly rate will not be used to price work which may be directed to a subcontractor by name in the work specifications.
4.1.3.6. All material costs shall be paid based on the contractor’s return cost plus the markup identified in the “Bid Schedule”. For bidding purposes estimate $46,000 worth of additional material for this item.
4.1.3.7. Take into account full award of this item during the development of the Production Schedule. Award of any portion of this item does not in itself justify an extension to the original contract completion date.
4.1.3.8. The man-hours and material cost estimates specified herein are for evaluation of proposals only. The provided burdened man-hour rates and material cost rates shall remain in effect for the entire life of the contract. Pursuant to the “Changes – Ship Repair” clause, the Government reserves the right to award or not award any portion up to or beyond the estimates set forth herein.
4.1.4. Quality Assurance
4.1.4.1. No additional requirements.
4.1.5. Notes
4.1.5.1. The man-hours of labor contained within this item are in addition to those required to accomplish work specified within the remaining specifications.
4.1.5.2. By definition, there are 8 hours in a man-day. Therefore, the estimated 500 man-hours equates to 62.5 man-days.
5.0 OPTION ITEMS
5.1. Item 51300 02 Weatherdeck and Bridge Deck – Blast/Coat/Non-
Skid
5.1.1. References
5.1.1.1. Drawing GU-085-6233567, Rev. H, General Arrangement
Focsle Deck & Above.
5.1.1.2. NOAA Standard Specification MOC-631-2D, Coating Systems for Steel Surfaces
5.1.1.3. Specification No. 1 (SSPC-SP 1), Solvent Cleaning
5.1.1.4. Steel Structures Painting Council Surface Preparation Specification No. 10 (SSPC-SP 10/NACE No. 2), Near White Blast
Cleaning
5.1.1.5. Steel Structures Painting Council Surface Preparation Specification No. 11 (SSPC-SP 11), Power Tool Cleaning to Bare
Metal
5.1.2. Government Furnished Equipment
5.1.2.1. None
5.1.3. Requirements
5.1.3.1. Remove all interferences in way of performing the power tool clean, blasting and preservation of the 03 deck and Bridge
Deck. Use Reference 3.7.1.1 as a guide.
5.1.3.2. All surface preparation and painting work shall be
accomplished in accordance with Reference 3.7.1.2, except for the type of coating used. All work shall be accomplished by a QP1- certified surface preparation and painting contractor.
5.1.3.3. Provide and install containments around the 03 and
Bridge deck to prevent all paint chips from entering the water.
5.1.3.4. The deck preservation shall include all horizontal
surfaces, including a 4 inch band at the base of all vertical surfaces, including but not limited to kick pipes, vents, ducts, stanchions, bulkheads and bulwarks.
5.1.3.5. Prepare the deck to an SP-10 standard in accordance
with Reference 3.7.1.3 using a track blasting machine with steel shot recovery.
5.1.3.6. For all areas not accessible by the track blasting
machine, prepare surfaces to an SP-11 standard using needle guns and scabblers in accordance with Reference 3.7.1.4.
5.1.3.7. In the presence of the COR, inspect the decks for
steel wastage areas of concern.
5.1.3.8. Provide the services of certified ultrasonic testing company to gauge areas of concern, and provide a condition found report to the COR.
5.1.3.9. After surface preparation and any required repairs
completed, perform surface chloride checks (at least one reading in every 100 square feet), actual locations to be selected by COR. Maximum chloride measurements shall not exceed 5 ug/cm2 or 50 mg/m2. If chloride measurements exceed this level, fresh water wash the deck at 3000 psi and repeat surface cleaning, if necessary, and testing until satisfactory measurements are achieved.
5.1.3.10. Apply 5 mils DFT of MIL-PRF-23236C, Type V, Class 7
& 8.
5.1.3.11. Apply a 5 mils DFT stripe coat of MIL-PRF-23236C, Type V, Class 7 & 8, using a contrasting color to that used in paragraph 3.7.3.8.
5.1.3.12. Apply a full coat (5 mils DFT) of MIL-PRF-23236C.
While applying the paint, lightly broadcast #40 aluminum oxide to achieve an even pattern of non-skid.
5.1.3.13. Within 24 hours of completing the full coat in
paragraph 3.7.3.10, apply a full coat (3 mils DFT) of MIL-
PRF-24635D Type II Class 2 LSA silicone alkyd copolymer in
Haze Gray.
5.1.3.14. Submit DFT readings from each successive coat to the
COR in a condition report.
5.1.4. Quality Assurance
5.1.4.1. Prior to applying any paint or coatings, and prior
to each subsequent coat of paint, verify to the COR that all surfaces have been properly prepared and that weather conditions are suitable for painting.
5.1.5. Notes
5.1.5.1. None.
5.2. Item 53420 Emergency Generator Battery Bank Installation
5.2.1. References
5.2.1.1. None
5.2.2. Government Furnished Equipment
5.2.2.1. None
5.2.3. Requirements
5.2.3.1. Provide all material required to install a second battery bank for the starting of the Emergency Diesel Generator.
5.2.3.2. Materials include all required wiring, switches, battery box, batteries, and foundations.
5.2.3.3. Provide the services of an authorized Caterpillar Service
Technician to connect and test the second battery bank.
5.2.4. Quality Assurance
5.2.4.1. Demonstrate that the second battery bank will start the
Emergency Diesel Generator six (6) times without being recharged.
5.2.5. Notes
5.2.5.1. Recommended Caterpillar Service Technician
Puckett Machinery
Roy May
228-343-0412
5.3. Item 51500 Bridge Wing Cover Replacement
5.3.1. References
5.3.1.1. None
5.3.2. Government Furnished Equipment
5.3.2.1. None
5.3.3. Requirements
5.3.3.1. Fabricate and install permanent bridge wing covers to replace existing canvas covers.
5.3.3.2. New covers shall be fabricated using aluminum.
5.3.3.3. The existing frames may be used to provide the support structure.
5.3.3.4. The new covers shall be sloped away from the pilot house to ensure water runoff.
5.3.4. Quality Assurance
5.3.4.1. None
5.3.5. Notes
5.3.5.1. None
5.4. Item 51690 Weathertight Door Replacement
5.4.1. References
5.4.1.1. NOAA Standard Specification MOC-631-2D, “Coating Systems for
Steel Surfaces”
5.4.2. Government Furnished Equipment
Qty Description Cost Ext Cost
5.4.2.1. 2 weather tight doors $3,500 $7,000
5.4.3. Requirements
5.4.3.1. Inspect all new government furnished doors to ensure each door properly seals prior to the removal of existing doors and frames.
5.4.3.2. Crop out the weather tight doors and frames at the following locations:
Door Location Description
01-51-2 To weather deck port
01-51-5 To weather deck starboard
5.4.3.3. Adjust all door openings as necessary to allow for the installation of the new doors.
5.4.3.4. Welding procedures to weld up the door frames must meet ABS welding requirement and must be presented to the COR prior to welding to ensure that the knife edges do not become distorted or warped by heat during welding. Only ABS certified welders can weld in the new doors.
5.4.3.5. Install hold back latches and hooks on the exterior of all of the weather tight doors.
5.4.3.6. Adjust all doors as necessary to ensure that they seal properly.
5.4.3.7. After successful chalk and hose tests have been completed preserve all of the doors and frames and all disturbed metal in accordance with reference 5.5.1.1. The top coat should match the existing color.
5.4.3.8. Remove the existing labels on the existing doors and install them on the new doors.
5.4.4. Quality Assurance
5.4.4.1. Perform a chalk test and hose test on all new watertight doors in the presence of the…
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