Amendment_001_ _Specification.pdf
PDF 1 MB Posted
- Attached to
- USCGC VENTUROUS DRYDOCK REPAIRS Federal contract opportunity
- Solicitation number
- HSCG80-16-Q-P42453
About this file
Ammendment 001 and the Specification for the CGC Venturous DryDock
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Schedule_B.xls | XLS spreadsheet | |
| HSCG80-16-Q-P42453.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES
1 1
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4 REQUISITION/PURCHASE REQ NO. PROJECT NO. (If applicable) 0001 01/11/2016 N/A
6. ISSUED BY Code 7. ADMINISTERED BY (If other than item 6.) Code N/A
Commanding Officer
USCG Surface Forces Logistics Center
300 East Main Street
Norfolk, VA 23510 757-628-4640
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.
HSCG80-16-Q-P42453
9B. DATED (SEE ITEM 11)
January 11, 2016
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
CODE FACILITY CODE
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers ____ is extended _X___ is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning 1 copy of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (if required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14. ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103 (b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER: (specify type of modification and authority)
E. IMPORTANT: Contractor is not is required to sign this document and return 1 copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
CGC VENTUROUS – DRY DOCK
The purpose of this amendment is to include the specification to the solicitation.
The solicitation will NOT be extended for this.
15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print) Andrew Northcutt 15B. CONTRACTOR/OFFEROR (Same as Item 8) 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED
BY
(Signature of person authorized to sign) (Signature of Contracting Officer)
NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)
PREVIOUS EDITION UNUSABLE Prescribed by GSA
FAR (49 CFR) 53.243
USCGC VENTUROUS (WMEC 625)
SPECIFICATION FOR DRYDOCK REPAIRS
FY2016
Developed By: Tim E Frownfelter
(Rev-0, 27 October 2015)
USCGC VENTUROUS (WMEC-210B) DRYDOCK AVAILABILITY FY2016
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Appendages (U/W), Leak Test WORK ITEM 2: Propulsion Shaft Fairwaters and Rope Guards, Inspect WORK ITEM 3: Appendages (U/W) - Internal, Preserve WORK ITEM 4: Voids (Non-Accessible), Leak Test WORK ITEM 5: Voids (Non-Accessible), Internal Surfaces, Preserve WORK ITEM 6: Propulsion Shafting, Strain Gage Alignment, Inspect WORK ITEM 7: Propulsion Shaft Seal (Mechanical and Inflatable) Assemblies, Overhaul or Renew WORK ITEM 8: Propulsion Shaft Bearings (External), Check Clearances WORK ITEM 9: Propulsion Stern Tube Bearings, Check Clearances WORK ITEM 10: Controllable Pitch Propeller (CPP) System, Inspect and Service WORK ITEM 11: Fathometer Transducer, Renew WORK ITEM 12: Underwater (Speed) Log Transducer(s), Renew WORK ITEM 13: Sea Valves and Waster Pieces, Overhaul or Renew WORK ITEM 14: Sea Strainers - Duplex (All Sizes), Overhaul WORK ITEM 15: Rudder Assembly; Remove, Inspect and Reinstall WORK ITEM 16: Rudder Stock Bearings Clearances, Check WORK ITEM 17: U/W Body, Preserve (100%) WORK ITEM 18: Hull Plating Freeboard, Preserve “100%” WORK ITEM 19: Main Mast, Preserve, 100% WORK ITEM 20: Superstructure, Preserve “100%” WORK ITEM 21: Cathodic Protection / Zinc Anodes, Renew WORK ITEM 22: Drydock WORK ITEM 23: Temporary Services, Provide - Cutter WORK ITEM 24: Propulsion Shafting, Remove, Inspect, and Reinstall WORK ITEM 25: Propulsion Shaft, Renew WORK ITEM 26: Propulsion Shaft Coating, Renew WORK ITEM 27: Propulsion Shafting, Straighten WORK ITEM 28: Propeller Shaft Sleeve(s), Renew WORK ITEM 29: Propulsion Shafting, Optical or Laser Alignment Check WORK ITEM 30: Propulsion Shaft Bearings (External), Renew WORK ITEM 31: Propulsion Stern Tube Bearings, Renew WORK ITEM 32: Propulsion Shaft Bearings (Internal), Check Clearances WORK ITEM 33: Compartment(s) Interior, Lead Dust, Clean WORK ITEM 34: Fixed Ballast (Lead Ingots), Reinstall WORK ITEM 35: Propulsion Shaft Coating, Inspect and Test WORK ITEM 36: Fuel Oil Service Tank, Repair (CSMP 2012007, 008) WORK ITEM 37: Steel Plating and Longitudinals, Renew (CSMP 2012010) WORK ITEM 38: Oily Water Tank, Repair (CSMP 2012026) WORK ITEM 39: Hull and Structural Plating, Renew (CSMP 2015005) WORK ITEM 40: Controllable Pitch Propeller Hub Assembly, Renew WORK ITEM 41: Hull Plating (U/W Body), Ultrasonic Testing WORK ITEM 42: Fathometer Transducer (Deep Water), General Maintenance iii (Rev-0)
WORK ITEM 43: Stern Tube Interior Surfaces, Preserve 100% iv (Rev-0)
REVISIONS RECORD
This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.
DATE REV# WORK
ITEM#
CHANGES MADE
NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.
v (Rev-0)
CONSOLIDATED LIST OF REFERENCES
The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at time of specification writing and during contract execution.
All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – as follows:
• MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm
• Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp
• Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::
www.gpoaccess.gov
The Government is aware of the following internet web links where contractors may procure commercial specifications:
• American Welding Society (AWS): http://www.awspubs.com/index.php
• ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/
• NFPA: http://www.nfpa.org
• SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace
COAST GUARD DRAWINGS
Coast Guard Drawing 627 WMEC 17, Rev D, Bill of Materials – Superstructure – Aircastle, 01 & 02
Deckhouse & Stack Coast Guard Drawing 627 WMEC 085-201, Rev C, Booklet of General Plans Coast Guard Drawing 627-WMEC 085-231, Rev A; BOOKLET OF GENERAL PLANS Coast Guard Drawing 627 WMEC 085-252, Rev D, Docking Plan (VENTUROUS) Coast Guard Drawing 627-WMEC 085-301, Rev A; Booklet Of General Plans Coast Guard Drawing 627 WMEC 103-006, Rev -, Inboard Profile Coast Guard Drawing 627 WMEC 111-001, Rev A, Shell Expansion Framing & CVK Coast Guard Drawing 627 WMEC 123-010, Rev A, Structural Mods for Sigma S1-25 OWS Installation Coast Guard Drawing 627 WMEC 131-001, Rev D, Second and Main Deck Plating and Supports Coast Guard Drawing 627 WMEC 133-001, Rev B, Third Deck Plating & Supports Coast Guard Drawing 627 WMEC 136-001, Rev L, 01 & 02 Level & Bridge Deck Plating & Supports Coast Guard Drawing 627 WMEC 152-001, Rev G, Superstructure – Aircastle, 01 & 02 Deckhouse &
Stack Coast Guard Drawing 627 WMEC 161-001, Rev B, Arrangement and Details Stern Tube and Strut Coast Guard Drawing 627-WMEC 171-001, Rev N, MMA Main Mast Radar Platform Coast Guard Drawing 627 WMEC 184-004, Rev E, Doppler Sea Valve Foundations Coast Guard Drawing 627 WMEC 191-001, Rev G, MMA Solid Ballast Arrangement Coast Guard Drawing 627 WMEC 191-002, Rev -, Fixed Ballast Arrangement Coast Guard Drawing 627 WMEC 201-003, Rev B, Arr. of Aux Machinery Space http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace vi (Rev-0)
Coast Guard Drawing 627 WMEC 243-001, Rev D, A&D: Stern Tube Seal Coast Guard Drawing 627 WMEC 243-002, Rev C, Arrangement and Details of Piping and Hydraulics Coast Guard Drawing 627 WMEC 243-005, Rev-, Coupling (Muff) Thrust Ring & Key Coast Guard Drawing 627 WMEC 243-006, Rev C, Line Shaft Coast Guard Drawing 627 WMEC 243-007, Rev-C, Tail Shaft Coast Guard Drawing 627 WMEC 243-008, Rev J, Shaft Installation Coast Guard Drawing 627 WMEC 243-009, Rev A, A&D: Installation of New John Crane Seal (Type
MX9)
Coast Guard Drawing 627 WMEC 243-010, Rev-, CPP Hydraulic Storage Tank and Piping Arrangement Coast Guard Drawing 627 WMEC 244-001, Rev B, Propulsion Shaft Alignment Coast Guard Drawing 627 WMEC 245-001, Rev-, Hub Assy (LH) Coast Guard Drawing 627 WMEC 245-002, Rev-, Hub Assy (RH) Coast Guard Drawing 627 WMEC 245-003, Rev-, Control Plate Assy (LH) Coast Guard Drawing 627 WMEC 245-004, Rev-, Control Plate Assy (RH) Coast Guard Drawing 627 WMEC 245-008, Rev-, CPP Hydraulic System Schematic Coast Guard Drawing 627 WMEC 245-009, Rev A, Pitch Limit Bracket Coast Guard Drawing 627 WMEC 245-010, Rev-, Pitch Stop Installation Coast Guard Drawing 627 WMEC 245-021, Rev A, CPP Hub Modification Details Coast Guard Drawing 627 WMEC 245-022, Rev-, Pitch Limit Bracket Coast Guard Drawing 627 WMEC 261-002, Rev E, Arrangement of Fuel Oil System Coast Guard Drawing 627 WMEC 506-001, Rev C, Diagram Sounding Tubes & Air Escapes Coast Guard Drawing 627 WMEC 506-002, Rev E, Arrangement of Sounding Tubes & Air Escapes Coast Guard Drawing 627 WMEC 512-004, Rev E, Fan Rooms 01-99-0-Q & 02-81-2-Q Coast Guard Drawing 627 WMEC 521-003, Rev G, Arr. of Firemain, Sprinkling and Washdown System
2nd Dk. & Below Coast Guard Drawing 627 WMEC 528-001, Rev H, Arr of Plumbing Sys & Deck Drains Coast Guard Drawing 627 WMEC 528-002, Rev E, Diagram of Plumbing System & Deck Drains Coast Guard Drawing 627 WMEC 528-004, Rev -, Arrangement Plumbing System Drains and Deck Coast Guard Drawing 627 WMEC 529-008, Rev A, Diagram – Sigma OWS and Bilge Monitor
Installations Coast Guard Drawing 627 WMEC 529-009, Rev A, Arrangement – Sigma OWS and Bilge Monitor
Installations Coast Guard Drawing 627 WMEC 535-002, Rev G, Arrangement of Stm., Feed & Condensate System
Piping Coast Guard Drawing 627 WMEC 562-001, Rev F, Arrgt & Details Rudder Stocks, Bearings, & Stuff
Box Coast Guard Drawing 627 WMEC 562-003, Rev A, “A” & “B” Class Rudder Construction Coast Guard Drawing 627 WMEC 601-001, Rev C; Outboard Profile Coast Guard Drawing 627-WMEC 613-001, Rev B, Mainmast Rigging Arrg’t & Dets Coast Guard Drawing 627 WMEC 633-001, Rev B, Hull Zinc Protectors Coast Guard Drawing 627 WMEC 665-004, Rev E, Helicopter Service Room Arrg’t & Detail Coast Guard Drawing 627 WMEC 665-005, Rev -, Helicopter Workshop & Details Coast Guard Drawing FL 6713-203, Rev -, CRP-V850 Transducer (SS505) Adapter Assembly vii (Rev-0)
Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters NAVSEA Drawing 803-2145807, Rev C, Propulsion Shafting And Components NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3D, Jan 2014, Coatings and Colors
Manual Coast Guard Technical Publication (TP) 0701, Feb 2009 Manufacturer’s Instruction Book – SWBS
Group(s) 245 Coast Guard Technical Publication (TP) 0701, Feb 2009, Ship Instruction Manual - Propellers and
Shafting - Operation and Service KAMEWA Controllable Pitch Marine Propeller Coast Guard Technical Publication (TP) 0701, Section 245, Feb 2009, Report – Shaft and Bearing Design
Calculations Coast Guard Technical Publication (TP) 3231A, Feb 2012, Manufacturer’s Instruction Book-SWBS
Group(s) 242-245, Chapter 243, Section A, Stern Tube Seal, MX9, US-71996 Coast Guard Technical Publication (TP) 3231A, Sept 2014, Manufacturers Instruction Book - SWBS
Group(s) 242-245 Coast Guard Technical Publication (TP) 3235, Section A, February 1992, Tank Level Indicating System
(TLI)
Coast Guard Technical Publication (TP) 3446, Jun 2009, Doppler Speed Log, Model SRD-500 Dual Axis Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and
Allied Processes Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary
Machine Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary
Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary
Hull Accesses
OTHER REFERENCES
American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and
Welding End ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using
Wipe Sampling Methods for Subsequent Determination of Metals ASTM International (ASTM) A36, 2008, Standard Specification for Carbon Structural Steel ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D4174, R2005, Standard Practice for Cleaning, Flushing, and Purification of Petroleum Fluid Hydraulic Systems viii (Rev-0)
ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component Adhesives (An)
ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health
Standards Code of Federal Regulations (CFR) Title 29, Part 1910, Subpart Z, 1910.1025, 2011, Toxic and
Hazardous Substances-Lead Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust-
Petrolatum Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert Federal Specification (Fed Spec) QQ-L-171, Mar 1988, Lead Pig Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power – Fluids – Method for
Coding Level of Contamination by Solid Particles Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418) MIL-DTL-2845E, Aug 1999, Propulsion Systems, Boat and Ship; Main Shafting, Propellers, Bearings, Gauges, Special Tools, and Associated Repair Parts; Preservation, Packaging, Packing and Storage of
MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness.
MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-2191, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main
Propulsion Shafting MIL-STD-2199A(SH), July 2010, Covering for Waterborne Main Propulsion Shafting on U.S. Naval
Surface Ships and Submarines ODOM Echotrac DF3200 MKII, Rev 2, Technical Manual Raytheon V850 Color Echosounder, 2nd Edition, Mar 1993, Operation Manual Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2014 Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting ix (Rev-0)
CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY
The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.
WORK
ITEM
MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED
COST
($/UNIT)
7 N Overhaul kit PN: 210B-WLP001319001A 2 ea. 3,000.00 7 Y **Seal Assy PN: MX9 US-71996 2 ea. 24,000.00 7 N **Seal, Seat Assy PN: H83027A03 2 ea. 1,200.00 10 Y **Port Propeller Blades
(R/H) NSN: 2010-01-134-7238 1 Set 33,090.26
10 Y **Starboard Propeller Blades (L/H)
NSN: 2010-01-134-0378 1 set 33,090.26
10 N **Propeller Blade Bolts NSN: 5306-01-225-2920 48 ea. 1,900.02 10 N Low Pressure Seals NSN: 2810-01-045-2798 8 ea. 1,155.00 10 N **Shaft CPP OD Box Kit NSN: 5330-01-517-4281 1 ea. 945.00 10 N High Pressure Seals NSN: 5330-01-045-2799 8 ea. 345.00 10 N Servo Box seal kit
(NOTE: Parts may require machining for proper fit.)
NSN: 5330-01-476-2026 2 ea. 850.00
11 N *** Fathometer Transducer, shallow water, 50-200 kHz
(Airmar Technology
SS505)
NSN: 5845-01-470-2500 1 ea. 248.92
12 Y ***Sperry SRD 500 Doppler speed log
NSN:5999-01-472-7499 1 ea. 12,936.00
13 N *** Doppler Speed Log gate Valve and Installation Kit
N/A 1 ea. 1,925.00
15 N Upper Roller Bearing Assembly
NSN: 3110-01-080-0814 2 ea. $2,300.00
15 N Lower Micarta Split Bearing Assembly (9- 3/8"ID x 10-1/8"OD x
14" Lg)
NSN: 3120-01-148-3763 2 ea. $2,429.00
15 N **Rudder stock sleeve NSN: 2010-01-094-8938 2 ea. $4,429.00 22 Y *Transducer Cover Plate N/A 2 ea. 50.00 24 Y **Propeller shaft (Tail
Shaft) NSN: 2010-01-092-5810 2 ea. 42,000.00
24 N Hub Installation Kit NSN: 2010-01-466-4844 2 ea. 3,200.00 25 Y **Propeller shaft (Line
Shaft) NSN: 2010-01-141-3512 2 ea. 112,000.00
28 N Inboard stern tube seal sleeve
NSN: 2010-01-187-1763 2 ea. $1485
28 N Outboard stern tube bearing sleeve
NSN: 2010-01-094-8938 2 ea. $1792
28 N Forward Strut Sleeve NSN: 2010-01-222-9353 2 ea. $1917 x (Rev-0)
28 N Aft Strut Sleeve NSN: 2010-01-222-9322 2 ea. $2067 30 N Intermediate strut bearing NSN: 3120-01-027-0025 2 ea. 5516 30 N Aft strut bearing NSN: 3120-01-024-6328 PN:
620WPC-4301-55-BA2
2 ea. 3101
31 N Stern tube bearing NSN: 3120-01-027-0025 2 ea. 5,516.00 34 N Lead Brick conforming to
QQ-L-171e grade B, size 3X3X14, approximately 50 lb each, Coated in 3M
Scotchkote 135 or Sherwin Williams EAS8-
30034, Epoxy Powder Coating, (4 Mil)
Thickness, Color (grey)
N/A
In Accordance with Section 4, paragraph
4.4
40 Y **Hub Assembly (R/H) NSN: 2010-01-091-5056 1 ea. 90,219.50 40 Y **Hub Assembly (L/H) NSN: 2010-01-092-0440 1 ea. 87,439.00 40 N Propeller Blade Bolt
Washers NSN: 5306-01-517-0914?? 48 ea. 1,900.02
*Government-loaned property, which shall be returned to the vessel upon completion of the availability.
**New or refurbished equipment that the Government may provide for installation in place of existing equipment.
***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xi (Rev-0)
CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS
The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)):
Work Item Title
1 Appendages (U/W), Leak Test
4 Voids (Non-Accessible), Leak Test
8 Propulsion Shaft Bearings (External), Check Clearances
9 Propulsion Stern Tube Bearings, Check Clearances
14 Sea Strainers - Duplex (All Sizes), Overhaul
15 Rudder Assembly; Remove, Inspect and Reinstall
17 U/W Body, Preserve (100%)
24 Propulsion Shafting, Remove, Inspect, and Reinstall
29 Propulsion Shafting, Optical or Laser Alignment Check
30 Propulsion Shaft Bearings (External), Renew
32 Propulsion Shaft Bearings (Internal), Check Clearances
34 Fixed Ballast (Lead Ingots), Reinstall
35 Propulsion Shaft Coating, Inspect and Test
41 Hull Plating (U/W Body), Ultrasonic Testing xii (Rev-0)
PRINCIPAL CHARACTERISTICS
210' WMEC (B-CLASS)
PHYSICAL
Length overall 210' 6" Length between perpendiculars 200' 0" Beam molded 34' 0" Depth molded, main deck amidships 19' 6" Full load displacement 1,170 long tons Draft, full load to baseline amidships *Baseline is 9” below keel amidships
12' 0"
Design drag between perpendiculars 1' 6" Highest projection above baseline *VHF-FM ADF antenna
90' 0"
Shore tie voltage requirements 400A / 440V Frame spacing 1' 0"
MACHINERY
Main propulsion 2 ALCO Model 16-251-B Diesel Engines, 5,000 BHP total Ship's service generators 2 Caterpillar Model 3406B Diesel-driven SR4, 250 KW each @ 0.8 power factor, 440VAC, 3 phase, 60 cycle
Emergency generator Caterpillar Model 3306B Diesel-driven SR4, 180 KW @ 0.8 power factor, 440VAC, 3 phase 60 cycle
Number of propellers 2 Propeller diameter 7' 6" Number of blades, each 4 Pitch Controllable Shaft RPM 300 Shaft diameter 8.25" at exit of hull Anchor & chain Two 2,800 lb Navy Stockless Anchors, 7 shots of chain each
TANK CAPACITIES
Diesel fuel total (95%) 48,427 gal.
Fresh water total (100%) 11,693 gal.
JP-5 fuel total (95%) 4,683 gal.
Lube oil total (95%) 2,390 gal.
1 (Rev-0)
00000_0315_FLT
REC_00000_FLT_ Commercial Project @ Contractor’ Facility (1212)
General Requirements
1. SCOPE
1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s facility for Coast Guard vessels.
1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.
2. REFERENCES
COAST GUARD DRAWINGS
None
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and
Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
OTHER REFERENCES
None
3. REQUIREMENTS
3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.
NOTE
The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.
2 (Rev-0)
3.2 Contractor-provided fire extinguishers. The Contractor shall provide portable fire extinguishers. US Coast Guard cutter personnel shall perform all fire watches.
3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.
3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).
3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).
NOTE
Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.
3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.
3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:
3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.
3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.
3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the
3 (Rev-0)
Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to adequately accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.
3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix A, Requirements For Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.
3.6 Local Policy. None.
3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:
• None.
4. NOTES
4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.
4 (Rev-0)
QA-1 - QUALITY ASSURANCE INSPECTION FORM
(PRESERVATION CHECKLIST)
Vessel Name Hull # Work Item # Work Item Title
Location of Work (incl. frame #’s) Area (sqft)
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.
CHECKPOINT 2 - PAINT STORAGE
Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfgr.
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).
Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).
Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr.
CHECKPOINT 4 - PRE-SURFACE PREPARATION
Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.
Verify equipment setup, blast media, and surface preparation methods match designated test coupon.
CHECKPOINT 5 - SURFACE PREPARATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).
Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.
Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max.
threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).
CHECKPOINT 6 - PRIMER COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Verify proper mixing and stand-in (induction) times.
Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.
Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).
Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.
Brush out all runs, sags, drips, and puddles.
Perform visual inspection for holidays and other defects.
CHECKPOINT 7 – STRIPE COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).
CHECKPOINT 8 – TOP COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
Verify proper mixing and stand-in (induction) times, as applicable.
Verify wet film thickness at random, to prevent under or over application.
Brush out all runs, sags, drips, and puddles.
CHECKPOINT 9 – FINAL INSPECTION
Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.
Ensure that system cure is in accordance with manufacturer's recommendation for intended service.
Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.
For immersion coatings (including tank U/W body), record date and time of the following events:
Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____
CHECKPOINT 10 – RECORD KEEPING
Complete, sign, and submit all provided QA Inspection Forms.
Name of QP-1/NACE Inspector Signature Cert. # Date / Time
5 (Rev-0)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.
DATE &
TIME
ACTIVITY
(Surface preparation, primer coat, barrier coat, top coat, etc…)
LOCATION
(Frame & Deck, relation to equipment, etc.)
TEMPERATURE
% REL.
HUMID-
ITY DEW
PT. SURFACE AMBIENT
ΔT
| DP -
Surface |
6 (Rev-0)
QA-3a - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
Location of Work (Frame References) Area (sqft)
SURFACE PREPARATION METHOD
PROFILE ACHIEVED (mils) Min Max Mean
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
Abrasive Manufacturer and Sieve Size: _________________________________
Place surface profile replica tapes in the spaces provided below, to serve as permanent QA record. Maintain a separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________
7 (Rev-0)
8 (Rev-0)
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
SURFACE PREPARATION METHOD
PROFILE ACHIEVED (mils) Min Max Mean
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
Abrasive Manufacturer and Sieve Size: _________________________________
Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils Mean Mil Reading (IAW ASTM D4417-Method B) for above 10 readings (by column):
_____ mils _____ mils _____ mils _____ mils _____ mils
9 (Rev-0)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15
DATE TEST LOCATIONS CONDUCTIVITY
(microsiemens/cm)
10 (Rev-0)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
Coating Mfg Product Name Batch # Induction Time
Coating System Sequence (Primer/Touchup/3rd Coat, etc.)
DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2
SPOT 1 2 3 4 5 AVERAGE
VALUE
*BASE METAL
READING (BMR)
*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.
Location (Frame Reference): ___________________
SPOT 1 2 3 4 5
Overall Avg. DFT
ADJUSTMENTS
1 Avg. BMR Deviation 3 Before
Adjustments After Adjustments
Avg.
Location (Frame Reference): ___________________
SPOT 1 2 3 4 5
Overall Avg. DFT
ADJUSTMENTS
1 Avg. BMR Deviation 3 Before
Adjustments After Adjustments
Avg.
Location (Frame Reference): ___________________
SPOT 1 2 3 4 5
Overall Avg. DFT
ADJUSTMENTS
1 Avg. BMR Deviation 3 Before
Adjustments After Adjustments
Avg.
Application Method (Airless, Conventional Spray, Rolled) Average DFT
11 (Rev-0)
11400_0415_FLT
REC_11400_UWAppndgs_FLT_210B WMEC (625 CGC VENTUROUS) (1011)
WORK ITEM 1: Appendages (U/W), Leak Test
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to perform leak test of the U/W appendages.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 627 WMEC 085-252, Rev D, Docking Plan (VENTUROUS) Coast Guard Drawing 627 WMEC 111-001, Rev A, Shell Expansion Framing and CVK Coast Guard Drawing 627 WMEC 562-003, Rev - A, Rudder Construction
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes
OTHER REFERENCES
ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-
Component Adhesives (An) MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant
3. REQUIREMENTS
3.1 General.
3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph:
• 3.2 Leak test particulars.
• 3.4 Appendage air test.
12 (Rev-0)
3.1.2 Tech Rep.
Not applicable.
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).
3.2 Leak test. In the presence of the Coast Guard Inspector, the Contractor shall accomplish the following tasks for all appendages as designated in Table 1 below, using the Coast Guard drawings listed in Section 2 (References) as guidance:
• Remove and dispose of the existing drain plugs.
• Submit a CIR noting any liquids draining from any of the appendages – indicating the presence of a leak.
• Dispose of any drained liquids in accordance with all Federal, state, and local laws and regulations.
CAUTION
Some liquids that are drained may be may be classified as hazardous materials or hazardous waste depending on state and local regulations. The vessel environmental coordinator may assist with determination of waste category.
3.3 Plug renewal. Upon completion of all work on appendages, the Contractor shall accomplish the following tasks:
• Chase the hull insert threads of all plugs.
• Renew stainless steel, Type 316 and Monel drain plugs (as applicable) in place of those removed.
• Coat new plugs prior to installation with a sealing and locking compound conforming to ASTM D5363-AN0123 or a flexible joint compound conforming to MIL-S-45180, Type II.
TABLE 1 – DRAIN PLUGS FOR U/W APPENDAGES
APPENDAGE FRAME SIDE
Rub Rail P/S Taff Rail P/S Bilge Keel 76 to 146 P/S Skeg 105 to 180 CL
3.4 Appendage air test. The Contractor shall accomplish the following tasks for any appendage from the above list designated by the Coast Guard Inspector, with an approved Change Request resulting from the CIR from paragraph 3.2:
13 (Rev-0)
• Perform an air test of the appendage, in accordance with SFLC Std Spec 0740, Appendix C.
• Submit a CIR.
4. NOTES
This section is not applicable.
14 (Rev-0)
11401_0814_FLT
REC_11401_FrWtrRpGrd_FLT_210' WMEC 'B' Class (ALL) (1211)
WORK ITEM 2: Propulsion Shaft Fairwaters and Rope Guards, Inspect
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to inspect all fairwaters and all rope guards on external shafting.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 627 WMEC 161-001, Rev B; Arrangement & Details Stern Tube
& Strut (NOTE: For purpose of bid, Contractor shall assume rope guards are welded in.)
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
OTHER REFERENCES
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface
Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface
Preparation Standard SSPC-SP 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting
3. REQUIREMENTS
3.1 General.
3.1.1 CIR.
15 (Rev-0)
None.
Not applicable.
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).
3.2 Inspection - initial. Prior to commencement of work, the Contractor shall visually inspect the shaft fairwater and rope guard installations using the references listed in Section 2. Submit a CFR. If a Change Request is authorized, the Contractor shall renew a designated fairwater or rope guard in lieu of repairing existing.
3.3 Removals. The Contractor shall accomplish the following tasks:
3.3.1 Remove and retain existing fairwaters and rope guards. Discard all mounting hardware.
3.3.2 Grind smooth any welding left on struts after the removal of rope guards, and clean all surfaces thoroughly.
NOTE
This may require the removal of fairing material before fairwater socket hex-head bolts can be extracted.
3.3.3 The removal and installation of new fairing material shall be considered part of this item.
3.4 Inspection particulars. The Contractor shall accomplish the following tasks, using the referenced drawings as guidance:
3.4.1 Prepare the fairwater and rope guard surfaces in accordance with SFLC Std Spec 6310 to the equivalent of a “SSPC-SP 10/NACE No. 2, Near-White Blast Cleaning”, with a 1.5 to 2.5 mil anchor profile; or to "SSPC-SP 12/NACE No. 5, WJ-2/L”.
3.4.2 Visually inspect all fairwater and rope guard surfaces, including hardware mounting brackets/surfaces for corrosion, cracks, and all other defects. Submit a CFR.
3.4.3 Coat all fairwater and rope guard surfaces, using the coating system specified for “Underwater (U/W) Body and Boot-Top, Steel Hulls (Up to 7 Years), in Salt Water”, in SFLC STD 6310, Appendix A (Cutter and Boat Exterior Painting Systems). and using the drawings listed in Section 2 as guidance.
3.5 Reinstallation. After coating system has cured sufficiently to prevent being damaged, the Contractor shall reinstall fairwaters and rope guards. Renew all fasteners.
16 (Rev-0)
This section is not applicable to this work item.
17 (Rev-0)
11402_UW_APPENDAGES_0712_FLT
REC_11400_UW_Appendages_FLT_210B WMEC (625 CGC VENTUROUS) (1011)
WORK ITEM 3: Appendages (U/W) - Internal, Preserve
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to preserve internal surfaces of designated U/W appendage(s) (see Table 1).
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 627 WMEC 085-252, Rev D, Docking Plan (VENTUROUS) Coast Guard Drawing 627 WMEC 111-001, Rev A, Shell Expansion Framing and CVK Coast Guard Drawing 627 WMEC 562-003, Rev - A, Rudder Construction
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements
OTHER REFERENCES
MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-
Application
3. REQUIREMENTS
3.1 General.
3.1.1 CIR.
None.
18 (Rev-0)
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).
3.2 Preservation of void internal surfaces. The Contractor shall accomplish the following tasks for each appendage designated by the Coast Guard Inspector, using the Coast Guard Drawings listed in Section 2 (References) herein as guidance:
• Fill all appendage interior surfaces with a rust preventive compound conforming to MIL-PRF-16173, Class II, Grade 3, to coat all surfaces.
• Drain, collect, and dispose of remaining compound in accordance with all applicable Federal, state, and local regulations.
• Ensure that the coated surfaces are left exposed to the atmosphere for 24 hours to allow for adequate drying.
TABLE 1 - DRAIN PLUGS FOR U/W APPENDAGES
APPENDAGE FRAME SIDE
Rub Rail P/S Taff Rail P/S
Bilge Keel 76 to 146 P/S Skeg 105 to 180 CL
19 (Rev-0)
12300_ESD_0913_FLT
REC_12300(Non-AccessibleVoids)_FLT_210B WMEC (625 CGC VENTUROUS) (0310)
WORK ITEM 4: Voids (Non-Accessible), Leak Test
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to leak test designated non-accessible voids. Refer to Table 1.
TABLE 1 - DRAIN PLUGS FOR NON-ACCESSIBLE VOIDS
VOID FRAME SIDE
AN/SQN-13 Transducer Fairing 73 P Model 7426 Fathometer Transducer Fairing 72 S Underwater Log Sea Valve 51 S Ener Gen Exhaust Cooling Intake 188 S Rudders - P / S
1.2 Government-furnished property.
None.
2. REFERENCES
COAST…
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 .