Loren Data's SAM Daily™

FBO DAILY ISSUE OF DECEMBER 03, 2006 FBO #1833
MODIFICATION

J -- USCGC HARRIET LANE (WMEC-903) DOCKSIDE REPAIR

Notice Date

12/1/2006
 

Notice Type

Modification
 

NAICS

336611 — Ship Building and Repairing
 

Contracting Office

Department of Homeland Security, United States Coast Guard (USCG), Commanding Officer (vpl), USCG Maintenance and Logistics Command - Atlantic, 300 East Main Street Suite 600, Norfolk, VA, 23510-9102, UNITED STATES
 

ZIP Code

00000
 

Solicitation Number

HSCG80-07-Q-3FA527
 

Response Due

12/6/2006
 

Archive Date

12/21/2006
 

Small Business Set-Aside

Total Small Business
 

Description

Solicitation number HSCG80-07-Q-3FA527 applies: Due to the lack of space, the specification will be provided in sections. Please find subsequent portions of the specification under Amendments. If you would like to receive the specification as a whole by fax or email please call Ms. Mia Robinson at (757) 628-4654 or email mia.r.robinson@uscg.mil or Ms. Mildred Anderson at (757)628-4637 or email at manderson@mlca.uscg.mil. PART 2: 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 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 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 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Application Method (Airless, Conventional Spray, Rolled):____________________ Average DFT: __________________________________________________________ Date and Time: _________________________________________________________ Signature of Inspector: ___________________________________ 58840N_FLT (22 Aug 2006) 270A(28 Aug 2006) WORK ITEM 1: Perform Inspection and Maintenance of TALON Helicopter Landing Grid 1. SCOPE 1.1 Scope. This work item describes the requirements for the Contractor to perform inspection and maintenance of the TALON helicopter landing grid, located on the flight deck. 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, Coatings and Color Manual Coast Guard Drawing 901 WMEC 186-003, Rev -, Talon Grid Foundations and Structural Modifications Coast Guard Drawing 901 WMEC 634-002, Rev -, C & A, Paint, Deck Covering, and Insulation Mod Talon Grid Coast Guard Drawing FL-8301-002, Rev A, Talon Helo Landing Grid Stanchion Bolt with Locknut Coast Guard Drawing FL-588-001, Rev C, Talon Grid Support Skirt Replacement Coast Guard Technical Publication (TP) 3368, Dec 1990, Technical Documentation Helicopter Land Grid TYPE 18-22-01 ASTM International (ASTM) D5363, 2003, Standard Specification for Anaerobic Single Component Adhesives 3. REQUIREMENTS 3.1 Critical Inspection Report. The Contractor shall submit a critical inspection report (CIR) for the inspections listed in the following paragraph(s): ? 3.6 (Inspections). 3.2 Pre-removal grid clearance measurement. The Contractor shall extend a straight edge across the grid from edge to edge; measure and record the grid clearance to the straight edge at the center of the grid. Submit a CFR. 3.3 Grid removal plan. The Contractor shall develop a plan to remove the grid assembly from the grid recess, using Coast Guard Drawings 901 WMEC 186-003, 901 WMEC 634-002 and TP-3368 as guidance. Submit the plan to COR for acceptance within 72 hours before commencing grid work. When removing grid assembly from the grid recess, ensure that no force more than 15,000 pounds is applied to the grid assembly and recess support ring. 3.4 Grid removal. The Contractor shall accomplish the following: 3.4.1 Remove and dispose of the existing filler material between the talon grid and flight deck. 3.4.2 Remove and dispose of the 24 existing M16 bolts securing grid assembly to the grid recess supporting ring, in the grid recess. 3.4.3 Remove the existing grid assembly, including stanchions and M12 fixation bolts, in accordance with the accepted grid removal plan. 3.5 Grid support and recess preservation. The Contractor shall preserve the grid recess and support structure surfaces, excluding the bearing flange to the honeycomb top-plate, in accordance with Std Spec 0000_STD, paragraph titled ?General preservation requirements?, using the coating system specified in COMDTINST M10360.3 for ?Bilges, Cofferdams, and Forepeaks, Option I? in Appendix B (Cutter and Boat Interior Painting Systems). Select (16099) as the finish/final top coat color. 3.6 Inspections. The Contractor shall accomplish the following inspections, using Coast Guard Drawings FL-8301-002 and FL-588-001 (Submit CIR): 3.6.1 Visual. Perform a visually inspection of the following components: ? Grid top plate. ? Grid lower support structure. ? Recess supporting ring. ? Grid recess and foundation. ? Stanchions and nuts. 3.6.2 Nondestructive. Conduct nondestructive inspection (NDI) of all well welds, stanchions, and lower support structure, for cracks, in accordance with Std Spec 0740_STD, Appendix C. 3.7 Grid maintenance. The Contractor shall perform the preventative maintenance requirements in accordance with TP-3368, Chapter 5, Paragraph 2, and all its related sub-paragraphs. See 5.3 (Protective agent availability). 3.8 Grid reassembly and reinstallation. Upon completion of all authorized repairs, if any, the Contractor shall reassemble and reinstall the grid assembly, in accordance with TP-3368, Chapter 4, Paragraph 1 and all its sub-paragraphs, and Appendix 1. Ensure that the grid is level with the flight deck. 3.8.1 Renew all M12 fixation bolts and M16 bolts, with Government-furnished bolts. Apply a sealing, locking and retaining compound conforming to ASTM D5363 to each bolt, and secure each bolt with the following torque: ? M12 fixation bolt: 22 ft-lb. ? M16 bolt: 44 ft-lb. 3.8.2 Renew the filler material in accordance with the manufacturer?s recommended instructions. 3.9 Post-installation grid clearance measurement. After grid reinstallation, the Contractor shall repeat the clearance measurement specified in paragraph 3.2 (Pre-removal grid clearance measurement). Record and compare new measurements to the previous readings, and submit a CFR. 3.10 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces in accordance with Std Spec 0000_STD, paragraph titled ?General preservation requirements?; and in accordance with COMDTINST M10360.3, Appendix A (Cutters and Boats Exterior Painting Systems) and Appendix B (Cutters and Boats Interior Painting Systems), respectively, and as applicable, to match existing adjacent surfaces. 4. QUALITY ASSURANCE No additional requirements. 5. NOTES 5.1 Government-furnished property. MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED COST ($/UNIT) N M16 Bolts NSN: 5305-01-393-1827 24 ea. 8.54 N M12 Bolts PN: MDD-204 (May be ordered from: MDT incorporated, Chesapeake, VA (Phone: (757) 485-1924)); procurement lead time is approximately 12 weeks). 12 ea. 31.75 N Jacking Bolt (5/8" Thread 11 Length 8" Hex Bolt) N/A 6 ea. 6.95 N **Talon Grid Stanchion Bolt Assembly, Including Locking Nut NSN: 5340-01-481-3786 25 ea. 96.00 5.2 Grid assembly particulars. The grid assembly consists of a top honeycomb plate and a lower supporting structure (support skirt) secured by 12 (M12) bolts and stanchions. 5.3 Protective agent availability. 5.3.1 ?ARDROX 3140? is specified in paragraph 2.2.3.h of Tech Pub 3368 ?ARDROX 3140? a protective agent for the honeycomb plate; however, it has been replaced with a product named ?AV-100-D?, which may be procured (only in 5-gal pails) from: Chemtall Oakite (Phone: (800) 526-4473)). 5.3.2 ?RUSTILO?, also specified in paragraph 2.2.3.h of Tech Pub 3368, for between the honeycomb and support structure, but is only available in 55 gal drums (only approx a quart is needed), and has a minimum two-week lead time. It is manufactured by Castrol Industrial North America Inc. (Phone: (877)641-1600)).
 

Place of Performance

Address: USCGC HARRIET LANE, C/O Integrated Support Center, 4000 Coast Guard Blvd, Portsmouth, VA 23703-2199

Zip Code: 23703-2199

Country: UNITED STATES
 

Record

SN01189250-W 20061203/061201220345 (fbodaily.com)
 

Source

FedBizOpps Link to This Notice
(may not be valid after Archive Date)

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