30_IDIQ_N07R7.DOC
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- PRESERVATION MAINTENANCE SERVICES
- Solicitation number
- HSCG80-07-Q-313000
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USCGC MACKINAW (WLBB-30)
240 FOOT GREAT LAKES ICEBREAKER
SPECIFICATION FOR MAINTENANCE PRESERVATION OF SHIP STRUCTURES
Developed By:
Paul W. Beauséjour
Commander (v) Maintenance and Logistics Command, Atlantic 300 E. Main Street, Suite (600) Norfolk, VA 23510-9102
TABLE OF CONTENTS
Work Item Title Page iiList of Sketches
Revisions Record iii List of Applicable References iv List of Government-furnished Property v List of Critical Inspection Items vi Principal Characteristics vii General Requirements Preserve Various Ship Structures
List of Sketches
This section is not applicable to this package.
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 |
| 5/31/2006 |
| 1 |
| “General Requirements” |
| Revised entire item. |
| 1 |
| Delete requirements for preservation of: |
· Anchors and anchor chains.
· Buoy and weather decks.
· Paint locker.
· Bilges.
| 7/20/2006 |
| 2 |
| “General Requirements” |
| Revised entire item. |
| 1 |
| Revised paragraphs 1.1.2, 5.1.1, and 5.1.5. |
| 4/24/2007 |
| 3 |
| “General Requirements” |
| Added paragraph 3.3, to clarify which items are affected by the QP-1 and NACE-Certified Coating Inspector requirements. |
Added requirements for preservation of weather decks.
| 4/25/2007 |
| 4 |
| “General Requirements” |
| Added cutter principal characteristics data. Added paragraph 3.4, requirement for a project manager to coordinate all work. |
Revised paragraph 5.1.3.
| 5/16/2007 |
| 5 |
| “General Requirements” |
| Added new paragraph for welding requirements. |
| 1 |
| Added requirements for preserving weather decks. |
| 9/5/2007 |
| 6 |
Delete the term “IDIQ” from all page headers.
| 11/15/2007 |
| 7 |
| “General Requirements” |
| Revised paragraph 3.5, to include verbiage concerning exclusion of set-up costs and equipment (barge, float, scaffolding) in preservation task costs. |
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.
List of Applicable 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. Electronic copies of the latest Editions of MLCA Standard Specifications are available on the Internet and may be accessed at the following Internet Uniform Resource Locator (URL) address: http://www.uscg.mil/mlclant/vdiv/specs/default.htm . Guidance for obtaining copies of all other documents referenced herein is provided in the solicitation.
Order of precedence. In the event of conflicts between text of this specification and the applicable references specified herein, order of precedence shall be in accordance with MLCA Standard Specification 0000_STD, paragraph 3.2 (Order of precedence), unless otherwise specified by the Contracting Officer (KO). The Contractor shall immediately notify the KO in writing of any perceived conflicts contained herein. Nothing in these documents, however, supersedes applicable laws and regulations, unless a specific exemption has been obtained.
GOVERNMENT DOCUMENTS AND PUBLICATIONS
DOCUMENTS
Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements
PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Jun 2006, Coatings and Color Manual
INDUSTRY STANDARDS
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning
List of Government-furnished Property
This section is not applicable to this package
List of Critical Inspection Items
This section is not applicable to this package.
PC_240_WLBB (31 Aug 2006) Principal Characteristics
240’ WLBB “MACKINAW” ICEBREAKER
| Length Overall |
| 240’ 0” |
| Depth (main deck at side to baseline) |
| 24' 0" |
| Maximum Beam |
| 58’ 0” |
| Height of Highest Projection (above DWL) |
| 95' 6" |
| Frame Spacing |
| FR 19-25 = 19" |
FR 33-39 = 21"
ALL Else = 20"
| Full Load Draft |
| 16’ 0” |
| Full Load Displacement |
| 3625 LT Freshwater |
| Shore Tie Voltage Requirements |
| 1,200 Amp total |
3EA 400A 450VAC 3PH
Ungrounded forward/aft stations
PROPELLER / SHAFT
| Number of Propellers |
| 2 |
| Number of Blades per Propeller |
| 4 |
| Diameter of Propeller |
| 10.25' |
| Pitch |
| 96.98" |
| Revolutions per Minute (RPM) |
| 226 rated 270 max |
| Shafting/Propulsion System |
| Azipod |
00000N_FLT (20 Apr 2007)
General Requirements
1. SCOPE
1.1 Scope. This item describes the general requirements to be followed by the Contractor while conducting this availability.
2. APPLICABLE DOCUMENTS
Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements
Coast Guard Maintenance and Logistics Command Atlantic (MLCA) Standard Specification 0740_STD, 2004 Edition, Welding and Allied Processes
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series) Jun 2006, Coatings and Color Manual
3. REQUIREMENTS
3.1 General. The Contractor shall conform to all requirements specified in Std Spec 0000_STD and in this item, as applicable, during the performance of this availability.
NOTICE!
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 also to all other work subsequently authorized by changes, modifications, or extensions to the contract.
3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.
3.3 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and nondestructive inspection (NDI), in accordance with Std Spec 0740_STD.
3.4 “QP-1 and NACE-Certified Inspector requirements. The Contractor shall be aware that the requirements for QP-1 certification and NACE-Certified Coating Inspector, in relation to this contract, apply only to the following surfaces, which are considered “Critical-coated surfaces”:
· Weather Decks
· Freeboard.
· Main Mast.
· Superstructure.
· Stacks.
3.5 Project management and preservation task pricing.
3.5.1 Project Manager (PM). The Contractor shall provide a PM, who shall coordinate all Contractor support under this contract, and shall be a single point of contact for the Contracting Officer and designated representatives of the Contracting Officer. The name, position, and title of this person shall be stated in writing to the Contracting Officer (KO) as part of the Contractor’s proposal. The Contractor shall provide a substitute PM if the designated PM is unavailable, provided the KO is given (10) days advance written notice. The PM shall be able to read, write, speak and understand English fluently. The Contractor shall provide a resume of the PM with their Proposal.
3.5.2 Preservation task pricing. The contractor shall ensure that bid prices for all preservation tasks only reflect actual surface preparation and coating application costs, including associated materials; set-up costs for surface preparation and painting operations, and costs for provision of equipment other than that used for surface preparation and painting application shall be negotiated via the submission of CFRs.
NOTICE!
List of equipment for which costs will be negotiated include, but is not limited to: paint float, barge, and scaffolding.
4. QUALITY ASSURANCE
No additional requirements.
5. NOTES
5.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following URL address: http://www.uscg.mil/ccs/cit/cim/directives/cim/cim_10360_3c.pdf.
5.2 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in Std Spec 0000_STD to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this item.
QA-1: QUALITY ASSURANCE INSPECTION FORM - PRESERVATION CHECKLIST
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with COMDTINST M10360.3, 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 manufacturer(s).
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-based 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 manufacturer(s).
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.
CHECKPOINT 5 - SURFACE PREPARATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-12, SP-11, SP-10…).
Verify surface anchor profile (1.5-3.5 mils for abrasive-blasted steel surfaces; 1.0 mil (minimum) for power-tool cleaned surfaces; 1.0-1.5 mils for abrasive-blasted aluminum surfaces); and 1.5 –2.5 for surfaces to be coated w/single coat of inorganic zinc).
Measure soluble salt conductivity (5 measurements per 1000 sqft) – maximum threshold: 70 microsiemens/cm for non-submerged surfaces and 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 at random, to prevent under or over application.
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.
Verify system cure for service resumption - U/W Body surfaces: 5-8 hours @ 77 degrees F; Potable water tanks: 7 days @ 77 degrees F.
Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure (minimum 7 days @ 77 degrees F.), to exhaust all solvent to the atmosphere and to prevent solvent entrapment.
CHECKPOINT 10 – RECORD KEEPING
Complete, sign, and submit all provided QA Inspection Forms.
Signature of Inspector:______________________________________________________Date:____________
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 |
| ENTER ACTIVITY (Surface preparation, primer coat, barrier coat, top coat, etc…) |
| LOCATION |
| DEW POINT |
| SURFACE TEMP. |
| % REL. HUMIDITY |
| SIGNATURE OF INSPECTOR |
.Signature of Inspector:__________________________________________________Date:____________
QA-3 QUALITY ASSURANCE INSPECTION FORM
SURFACE PROFILE LOG
Vessel Name And Hull Number:__________________________________________________
Work Item Title:_______________________________________________________________
Location Of Work (Including Frame Numbers):_____________________________________
Area (Square Feet):_____________
Surface Preparation Method:_____________________________________________________
Abrasive Manufacturer And Size:_________________________________________________
Degreasing Method Used:________________________________________________________
Number Of Hours Surfaces (Steel Only) Left Unpainted:______________________________
Sweep blasting performed to remove flash rusting (steel)? Yes/No:_____________________
Place Surface Profile Replica Tapes In The Spaces Provided Below, To Serve As Permanent QA record.
Maintain separate log for each area/location. When an Area Is Divided Into Separate Sections, Maintain A Separate Log for Each Section.
AVERAGE MILS
(IAW ASTM D4417, METHOD C)
Place Surface Profile Replica Tape Here
Reading:__________ mils Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Date and Time:__________________________________________________
Location of Surface Profile Measurements:___________________________________________________________
Signature of Inspector:____________________________________________________________________________
QA-4. QUALITY ASSURANCE INSPECTION FORM
SURFACE SOLUBLE SALT CONDUCTIVITY LOG
Vessel Name and Hull Number:__________________________________________________
Work Item Title:_______________________________________________________________ Location of Work (including frame numbers):_______________________________________
Area (square feet):____________
| DATE |
| TEST LOCATIONS |
| CONDUCTIVITY |
(microsiemens/cm)
Date and Time:_________________________________________
Signature of Inspector:___________________________________
QA-5. QUALITY ASSURANCE DATA FORM
DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC PA-2
(Use one sheet for each sequence)
Vessel Name and Hull Number:__________________________________________________
Work Item Title:______________________________________________________________
Coating Manufacturer:_________________________________________________________
Product Name:________________________________________________________________
Batch Number:________________________________________________________________
Induction Time:_______________________________________________________________
Coating System Sequence (Indicate whether: primer, touch-up primer, barrier coat, 3rd coat…):__________________
DFT
MEASUREMENT NUMBER
| LOCATION OF READINGS |
| MEASURED DFT |
Application Method (Airless, Conventional Spray, Rolled):____________________
Average DFT: __________________________________________________________
Date and Time: _________________________________________________________
Signature of Inspector: ___________________________________ 63000N_GLIB_IDIQ (20 Feb 2004) N_(25 Apr 2007) WORK ITEM 1: Preserve Various Ship Structures
1. SCOPE
1.1 Scope. This work item describes the requirements for the Contractor to preserve the below-designated ship structure surfaces.
1.1.1 Exterior surfaces:
· Deck fittings and associated foundations (see 5.1.1 (Deck fittings)).
· Weather Decks.
· Freeboard (including anchor pockets and buoy ports). See 5.1.4 (Freeboard).
· Main Mast.
· Machinery (see 5.1.2 (Exterior machinery)) and machinery decks.
· Superstructure (see 5.1.5 (Superstructure)).
· Stacks.
1.1.2 Interior surfaces:
· Doors, bulkheads, and overheads (Un-insulated).
· Machinery (see 5.1.3 (Interior machinery)).
2. APPLICABLE DOCUMENTS
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal
3. REQUIREMENTS
3.1 Preservation - general. The Contractor shall accomplish preservation of all exterior and interior ship surfaces, designated in Table I (Designated Surfaces and Authorized Coating Systems) and in the Task Order, in accordance with Std Spec 0000_STD, paragraph titled “General preservation requirements”; and in accordance COMDTINST M10360.3.
TABLE I. DESIGNATED SURFACES AND AUTHORIZED COATING SYSTEMS
| SURFACE TO BE PRESERVED |
| SYSTEM |
| APPLICABLE APPDENDIX (COMDTINST 10360.3) |
| Deck fitting – Buoy Deck Area |
| “Weather Decks (Weather Deck, Buoy Tender Working Deck)” |
| A |
| Deck Fitting – Not in Buoy Deck Area |
| “Freeboard/Superstructure/Mast (Freeboard/Superstructure, Steel), Option I”, II, or III” |
| A |
| Freeboard And Superstructure |
| “Freeboard/Superstructure/Mast (Freeboard/Superstructure, Steel), Option I”, II, or III” |
| A |
| Main Mast |
| “Freeboard/Superstructure/Mast (Freeboard/Superstructure, Aluminum), Option I or II” |
| A |
| Machinery And Machinery Deck (Exterior) |
| “Machinery, Deck, Option I, II, or III” |
| A |
| Stack |
| “Smoke Stack Casing, Steel, Exterior” |
| A |
| Weather Decks |
| “Freeboard/Superstructure/Mast (Freeboard/Superstructure, Steel), Option I”, II, or III” and “Weather Deck Non-Skid, Broadcast Grit for Steel or Aluminum (Polysiloxane Top Coat)” |
| A |
| Bulkhead And Overhead Surfaces (Un-Insulated)- Dry Spaces |
| “Bulkheads and Overheads, Uninsulated Steel, Option I or II” |
| B |
| Bulkhead And Overhead Surfaces (Un-Insulated) – Wet Spaces |
| “Bulkheads and Overheads, Un-insulated Metal-(Wet areas such as washrooms, water closets, shower spaces, food prep areas and exits to weather)” |
| B |
| Deck, interior |
| “Decks, Metal Interior and Non-Skid Area (Steel and Aluminum Decks – dry areas and low wear areas) |
| B |
| Door |
| “Door, Joiner” |
| B |
| Machinery (Interior) |
| “Machinery, Deck, Option I, II, or III” |
| B |
3.1.1 Alternative requirements.
3.1.1.1 Surface preparation – “complete preservation”. Where abrasive blasting or ultra-pressure water-jetting is not feasible, prepare surfaces designated in the Task Order for “Complete preservation”, by power tool cleaning to “Bare Metal”, to provide a minimum 1 mil anchor profile, in accordance with SSPC SP-11.
3.1.1.2 Surface preparation – “cosmetic painting”. Prepare all surfaces designated in the Task Order for “cosmetic painting” as follows:
· Solvent clean the coated surfaces in accordance with SSPC SP-1.
· Roughen existing coating, to provide a suitable surface profile.
3.1.1.3 Coating application – “cosmetic painting”. After completion of surface preparation for “cosmetic painting”, coat all prepared surfaces with just the finish/color coat for each applicable system specified in Table I (Authorized Coating Systems) herein. Omit all primer coats.
3.1.2 Inspection. After completion of surface preparation and before coating application, perform visually inspection of all exposed metal surfaces, in the presence of the Coast Guard Inspector. Submit a CFR.
4. QUALITY ASSURANCE
No additional requirements.
5. NOTES
5.1 Surface definitions.
5.1.1 Deck fittings. Deck fittings include, but are not limited to the following:
· Pad eyes.
· Open and closed chocks.
· Tow bitts.
· Buttons.
· Cleats.
· Hatches.
· Scuttles.
5.1.2 Exterior machinery. Exterior machinery includes, but is not limited to: cranes, winches, capstans, davits, small boat cradles, anchor windlasses.
5.1.3 Interior machinery. Interior machinery includes, but is not limited to: main diesel engines (MDEs), main generators, main motors, ship’s emergency generators (EDGs), motor generators, main propulsion and auxiliary switchgear.
5.1.4 Freeboard. The freeboard surfaces extend from the upper limit of the boot-topping to the top of the bulwark.
5.1.5 Superstructure. The superstructure, as specified herein, is defined as vertical, horizontal and bulwark surfaces (excluding decks) from the Main Deck Level up, including, but not limited to the following: exterior shell, bulkheads and all attachments secured or bracketed to bulkheads, doors, ladders, metallic rails and stanchions, stand-offs, brackets, piping, valves, stuffing tubes, vent ducting, structural tees, angles, and gussets. Also included are the fantail bulkhead on the Main Deck, all weather deck vents, overhangs, undersides of overhangs, and overheads.
(15 November 2007 / Rev-7)
File details come from the government source that posted it. Updated .