Combined SynopSolicitation_GLS BUOY BARGE BPL 6704_ REFIT_041522.pdf
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- GLS BUOY BARGE BPL 6704 RE-FIT
- Solicitation number
- 6923G522Q0604
About this file
This is a combined synopsis and solicitation for a commercial refit of a Great Lakes St. Lawrence Seaway Development Corporation buoy barge. Required work includes structural modifications, outfitting and equipment replacements or refurbishments. The solicitation is set aside for small businesses and issued as a request for quotation. Interested contractors must provide pricing and technical proposals for drydocking repairs, alterations and other work defined in the attached statement of work and specifications by May 16th, 2022. The contracting agency aims to award a firm-fixed-price contract to the responsible offeror submitting the lowest priced technically acceptable proposal in accordance with the terms of this request for quotation.
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SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS
OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30
1. REQUISITION NUMBER PAGE 1 OF
2. CONTRACT NO. 3. AWARD/EFFECTIVE
DATE
4. ORDER NUMBER 5. SOLICITATION NUMBER 6. SOLICITATION ISSUE
DATE
7. FOR SOLICITATION
INFORMATION CALL:
a. NAME b. TELEPHONE NUMBER (No collect calls)
8. OFFER DUE DATE/
9. ISSUED BY
13b. RATING
14. METHOD OF SOLICITATION
CODE
15. DELIVER TO 16. ADMINISTERED BY CODE
18a. PAYMENT WILL BE MADE BY CODE17a. CONTRACTOR/
OFFEROR
CODE
FACILITY
CODE
CODE
TELEPHONE NO.
17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN
OFFER
18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK
BELOW IS CHECKED
RFQ IFB RFP
SEE ADDENDUM
19.
ITEM NO.
20.
SCHEDULE OF SUPPLIES/SERVICES
21.
QUANTITY
22.
UNIT
23.
UNIT PRICE
24.
AMOUNT
(Use Reverse and/or Attach Additional Sheets as Necessary)
25. ACCOUNTING AND APPROPRIATION DATA 26. TOTAL AWARD AMOUNT (For Govt. Use Only)
28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN
COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND
DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY
ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED
29. AWARD OF CONTRACT: REF. OFFER
DATED . . YOUR OFFER ON SOLICITATION
(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE
SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:
30a. SIGNATURE OF OFFEROR/CONTRACTOR
30b. NAME AND TITLE OF SIGNER (Type or print) 30c. DATE SIGNED
31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)
31b. NAME OF CONTRACTING OFFICER (Type or print) 31c. DATE SIGNED
AUTHORIZED FOR LOCAL REPRODUCTION
PREVIOUS EDITION IS NOT USABLE
STANDARD FORM 1449 (REV. 2/2012)
Prescribed by GSA - FAR (48 CFR) 53.212
10. THIS ACQUISITION IS UNRESTRICTED OR
NAICS:
SIZE STANDARD:
13a. THIS CONTRACT IS A
RATED ORDER UNDER
DPAS (15 CFR 700)
SET ASIDE: % FOR:
11. DELIVERY FOR FOB DESTINA-
TION UNLESS BLOCK IS
MARKED
SEE SCHEDULE
12. DISCOUNT TERMS
ARE ARE NOT ATTACHED
ARE ARE NOT ATTACHED
27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212-4. FAR 52.212-3 AND 52.212-5 ARE ATTACHED. ADDENDA
27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA
8 (A)
EDWOSB
WOMEN-OWNED SMALL BUSINESS
(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED
SMALL BUSINESS PROGRAM
SERVICE-DISABLED
VETERAN-OWNED
SMALL BUSINESS
HUBZONE SMALL
BUSINESS
SMALL BUSINESS
2022-N-P-0604 1 of
6923G522Q0604
Katie Maloney, Contract Specialist 315.764.3260 6923G5 100
Prompt Payment Net 15
GLS Contracting Office 180 Andrews Street Massena, NY, 13662, US
336611
1250 Employees
04/15/2022
LOCAL TIME
05/16/2022 2:00pm EST
GLS Contracting Office 180 Andrews Street Massena, NY, 13662, US
STANDARD FORM 1449 (REV. 2/2012) BACK
19.
ITEM NO.
20.
SCHEDULE OF SUPPLIES/SERVICES
21.
QUANTITY
22.
UNIT
23.
UNIT PRICE
24.
AMOUNT
32a. QUANTITY IN COLUMN 21 HAS BEEN
RECEIVED INSPECTED ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED:
41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT
32b. SIGNATURE OF AUTHORIZED GOVERNMENT
REPRESENTATIVE
32c. DATE
41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE
42a. RECEIVED BY (Print)
42b. RECEIVED AT (Location)
42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS
40. PAID BY
32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT
REPRESENTATIVE
32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f. TELPHONE NUMBER OF AUTHORZED GOVERNMENT REPRESENTATIVE
32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE
33. SHIP NUMBER 34. VOUCHER NUMBER 35. AMOUNT VERIFIED
CORRECT FOR
PARTIAL FINAL
37. CHECK NUMBER
38. S/R ACCOUNT NO. 39. S/R VOUCHER NUMBER
36. PAYMENT
COMPLETE PARTIAL FINAL
GLS BUOY BARGE BPL 6704 RE-FIT
This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; quotes (offers) are being requested and a written solicitation will not be issued. Solicitation number 6923G522Q0604 is issued as a request for quotation.
The solicitation will be issued as a 100% Small Business set-aside. The North American Industrial Classification System (NAICS) Code is 336611; Ship Building and Repairing.
The applicable Small Business Size Standard, as established by the U.S. Small Business Administration, is 1250 employees. GLS intends to award a Firm-Fixed-Price (FFP) contract in accordance with (IAW) the subject Request for Quote (RFQ) and the additional requirements listed below.
GLS invites you to submit a technical and cost proposal for the subject RFQ. Please provide any applicable Government discount available.
If quote(s) fail to offer all items in accordance with the requirements stated, it may be deemed not technically acceptable and disqualified from further consideration. Specified items shall be quoted and/or services will be quoted.
Required Company Information:
1) Cage Code
2) UEI Number
3) Tax Identification Number
4) Offeror’s Business Size
5) NAICS Code for the Service and/or Product Requested
6) Terms and Agreement (The offeror must acknowledge the RFQ, all amendments and take no exceptions to the RFQ)
Award will be made to the vendor that submitted the Lowest Price Technically Acceptable (LPTA) source selection process.
If you have any questions or require further clarification, please contact Katie Maloney at:
Email: katie.maloney@dot.gov Telephone: 315.764.3260
FAR52.212-1—Instructions to Offerors—Commercial Products and Commercial Services
Instructions to Offerors – Commercial Products and Commercial Services
1.1 GENERAL DESCRIPTION OF WORK
The Contractor shall furnish all necessary labor, material, services, equipment, supplies, power, accessories, facilities and such other things as are necessary except as otherwise specified to perform dry-docking repairs and alterations to the vessel in accordance with this solicitation and attached statement of work, specifications and drawings.
1.2 PLACE OF PERFORMANCE
All work is to be performed at selected contractor’s shipyard/facility.
1.3 DELIVERY AND RETRIEVAL OF VESSEL
To minimize the risk of damage to the BUOY BARGE while in transit, only GLS personnel shall deliver vessel to the contractor’s shipyard/facility and retrieve the vessel from the same facility upon completion of the work.
mailto:katie.maloney@dot.gov
1.4 GEOGRAPHIC LIMITATION
The BUOY BARGE is restricted to the St. Lawrence River, Lake Ontario, and Lake Erie. Quotes received outside of the geographic restricted area will not be considered.
1.5 BRAND-JUSTIFICATIONS
Some components identified in the Statement of Work require specific brand names. Brand-Name Justifications are attached as pdf files.
1.6 PERIOD OF PERFORMANCE
All work must be completed and the barge ready for retrieval no later than 07 October 2022.
1.7 COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS
Copies of the solicitation and amendments are available by INTERNET ACCESS ONLY. All solicitation documents will be posted through the SAM Contract Opportunities website at: https://sam.gov/content/home It shall be the offeror’s responsibility to check the SAM.gov website for any amendments. The offeror shall submit all requested information specified in this solicitation. Read the solicitation and all amendments in their entirety.
There will be no public opening of quotes received as a result of this solicitation.
1.8 OFFERORS’ QUESTIONS AND COMMENTS and REQUESTS FOR INFORMATION (RFI) Questions and/or comments relative to this RFQ shall be submitted via email (reference instructions below). Any information given to an offeror which impacts the solicitation and/or offer will be given in the form of a publicized question and answer on SAM.gov and/or written amendment to the solicitation.
The point of contact for this solicitation is:
Contracting Specialist: Katie Maloney Telephone: 315.764.3260 E-mail: purchasing@dot.gov
Note: The due date to submit question is: Friday, 29 May 2022, 2:00 pm EST.
1.9 SITE VISIT
NA
2.0 ACCURACY IN QUOTES
Quotes must set forth full, accurate, and complete information as required by this RFQ, (including amendments and attachments). The penalty for making false statements is prescribed in 18 U.S.C.1001.
2.1 QUOTE SUBMITTALS
All quotes shall be submitted electronically. Fax and/or paper copies WILL NOT be accepted.
Email one (1) copy in PDF format to the following:
purchasing@dot.gov katie.maloney@dot.gov
Quotes will be received until the time and date shown on Standard Form (SF) 1449.
mailto:purchasing@dot.gov mailto:purchasing@dot.gov mailto:katie.maloney@dot.gov
52.212-2 EVALUATION--COMMERCIAL ITEMS (OCT 2014)
(a) The Government will award a contract resulting from this solicitation to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors shall be used to evaluate offers:
1. Technical Acceptability/Past Performance
2. Price
Offerors will be evaluated based on Lowest Price Technically Acceptable (LPTA) for the “GLS BUOY BARGE BPL 6704 RE-FIT” requirement. The offeror shall submit sufficient information, description, quantities, and technical specifications in the quote for the Government to make a comprehensive evaluation of its capability in providing the requirements listed in the solicitation. Quotes submitted by vendors must meet characteristics presented in the RFQ to be deemed technically acceptable.
Table A-1. Technical Rating
Rating Description Acceptable Proposal/quotation clearly meets the minimum requirements of the solicitation.
Unacceptable Proposal/quotation does not clearly meet the minimum requirements of the solicitation.
For evaluation purposes, the Government will evaluate selections based on the lowest priced offer, and then determine technical acceptability. If the lowest priced offer is not technically acceptable, then the next lowest offer shall be evaluated.
GLS will evaluate offeror’s past performance to determine the extent to which their performance demonstrates the likelihood of successful performance in providing requirements similar in size (dollar amount), scope (work that is similar to the required products/services), and timeliness of deliveries. The evaluation of Past Performance may include data obtained from the Past Performance Information Retrieval System (PPIRS), and if requested, any recent and relevant Past Performance information provided by Offerors which may include (Federal, State, local government, and private).
(b) A written notice of award or acceptance of an offer, mailed or otherwise furnished to the successful offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party. Before the offer's specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt unless a written notice of withdrawal is received before award.
(End of provision)
FAR 52.212-3, Offerors Representations and Certifications-Commercial Items
Offerors must complete annual representations and certifications on-line at https://www.sam.gov in accordance with FAR 52.212-3, “Offerors Representations and Certifications-Commercial Items.” If paragraph (j) of the provision is applicable, a written submission is required. The annual representations and certifications are provided as an attachment.
The following contract clauses apply to this acquisition:
1. FAR 52.212-4, “Contract Terms and Conditions-Commercial Items” (Nov 2021)
2. FAR 52.212-5, “Contract Terms and Conditions Required to Implement Statutes or Executive Orders” (Jan 2022)
The following subparagraphs of FAR 52.212-5 are applicable:
52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements; 52.204-23, Prohibition on Contracting Hardware, Software, and Services Developed or Provided by Kaspersky Lab or Other Covered Entities; 52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment; 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations; 52.233-4 Protest After Award; 52.233-4 Applicable Law for Breach of Contract Claim; 52.203-6 Restrictions on Subcontractor Sales to the Government; 52.204-10, Reporting Executive Compensation and First-Tier Subcontract Awards; 52.204-14, Service Contract Reporting Requirements; 52.209-6, Protecting the Government’s Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment; 52.209-9, Updates of Publicly Available Information Regarding Responsibility Matters; 52.219-6, Notice of Total Small Business Set- Aside;52.219-8, Utilization of Small Business Concerns, 52.219-14, Limitations on Subcontracting; 52.219-28, Post Award Small Business Program Representation; 52.222-3, Convict Labor; 52.222-19, Child Labor-Cooperation with Authorities and Remedies; 52.222-21, Prohibition of Segregated Facilities; 52.222-26, Equal Opportunity;
52.222-35, Equal Opportunity for Veterans; 52.222-36, Equal Opportunities for Workers with Disabilities; 52.222- 37, Employment Reports on Veterans; 52.222-50, Combating Trafficking in Persons; 52.223-3 Hazardous Material Identification and Material Safety Data; 52.223-18, Encouraging Contractor Policies to Ban Text Messaging While Driving; 52.225-1, Buy American; 52.225-3, Buy American-Free trade Agreements; 52.225-13, Restrictions on Certain Foreign Purchases; 52.232-33, Payment by Electronic Funds Transfer-System for Award Management.
Other applicable FAR provisions and clauses include 52.204-7, System for Award Management; 52.204-13, System for Award Management Maintenance; 52.204-18, Commercial and Entity Code Maintenance; 52.204-19, Incorporation by Reference of Representations and Certifications; 52.232-39, Unenforceability of Unauthorized Obligations; 52.232-40, Providing Accelerated Payment to Small Business Subcontractors.
Quote Submission –
The offeror shall submit one (1) pdf file containing the following in response to the solicitation –
- One (1) page cover letter listing the company’s information
- Technical Proposal
- Completed/signed pricing schedule
QUOTE PREPARATION CHECKLIST
DO NOT RETURN THIS CHECKLIST
Important items for you to check are included, but not limited to those listed below. This checklist is furnished only to assist you in submitting a proper quote. Do not return the checklist with your quote.
____ Have you obtained a UEI number? Provide your UEI number on the first page or cover page.
A UEI number can be obtained through SAM.gov Request Service at http://sam.gov/content/home
____ Have you registered in System For Award Management (SAM)?
The name you use to submit a quote must be the exact name you use to register in SAM. Do not delay returning a quote while processing your SAM entry. It does not cost to register into SAM. http://beta.sam.gov.
_____ Is the NAICS code on the solicitation incorporated into your SAM profile?
This solicitation is being advertised under the North American Industrial Classification Systems (NAICS) Code 336611 . You must ensure this NAICS Code is incorporated into your current SAM Profile if your company can provide the type of product or service applicable to this NAICS Code. Failure to have this NAICS Code in your current SAM Profile upon quote submission may deem your quote “non-responsive” and not considered for award. NAICS Codes may be viewed at the U.S. Census Bureau website at http://www.census.gov/eos/www/naics.
____ Have you entered a unit price for each line item?
The quantity multiplied by the unit price equals the total amount. Ensure all prices on line items are filled in. All line items must be priced to be considered for award. Unit prices must be rounded to the nearest cent (hundredths).
$20.56 IS an acceptable price.
$20.564 IS NOT an acceptable price.
Do not round total amount numbers.
If your price exceeds $2,000 for construction work or $2,500 for services, you will be required to pay employees at least the wage rates specified in the applicable wage decision/determination.
____ NO crossouts or strikethrough marks will be accepted. Submit a legible quote with no correction marks.
____ Did you sign the amendment (SF30)?
Ensure to include the first page of the SF30 and complete block 8, 15a, b and c. A signature of an authorized individual is required for your quote.
____ Have you acknowledged all amendments, if any have been issued?
Acknowledge amendments by signing and dating the first page of the amendment. Ensure to read the amendment to determine if further documents are required to be submitted and to see what changes have been made to the solicitation. Reference the solicitation number in the subject line when submitting.
____ Have you submitted all information to evaluate your offer?
Refer to the Instructions, Conditions and Notices to Offerors and Statement of Work sections. You may need to submit references, relevant work experience or past performance information for the Government to evaluate your quote.
http://www.census.gov/eos/www/naics
Refit Specification
Buoy Barge BPL 6704
Reference 221-057 Revision 3 March 4, 2022
Prepared for:
Great Lakes St. Lawrence Seaway Massena, NY. USA
Prepared by
Robert Allan Ltd.
Naval Architects and Marine Engineers 230 - 1639 West 2nd Avenue
Vancouver, BC V6J 1H3 Canada
Reference 221-057
Page 2.
Rev. 3
Specification Revision Control Sheet
Prepared by: Date Jan. 28, 22
Rev. Date Description By
1 Nov. 28, 21 DRAFT issue. DC
2 Feb. 7, 22 First Complete Issue DC
3 GLS Updated Issue
Confidential All information contained in or disclosed by this document is proprietary and the exclusive intellectual property of Robert Allan Ltd. This design information is reserved for the exclusive use of the client identified herein. All further use and sales rights attached thereto are exclusively reserved by Robert Allan Ltd., and any reproduction, communication or distribution of this information is prohibited without the prior written consent of Robert Allan Ltd. Absolutely no modifications or alterations to this document may be made by any persons or party without the prior written consent of Robert Allan Ltd.
Page i.
Contents
Page Number
PART 100 – GENERAL 1
100.1 Description 1
102. DEFINITIONS 2
102.1 Organizations 2
102.2 Terminology 3
102.3 Abbreviations 3
102.4 Language & Units 4
104. REGULATION AND CLASSIFICATION 4
104.1 National Authorities 4
104.4 Certificates 5
105. REGISTRY AND CERTIFICATION 5
105.3 Tonnage 5
106. CONTRACT 5
106.1 Intent of Statement of Work (SOW) 6
106.2 Contractor's Responsibility 6
106.3 Form of Contract 7
106.4 Insurance 7
106.5 Departure from Refit SOW Documents 7
106.6 Procedures for Changes and/or Credits 7
115. RELATED DOCUMENTS 8
115.2 Vendors Drawings 9
115.4 Purchase Orders 9
115.6 Manuals 9
120. PRODUCTION 10
120.1 Scheduling 10
120.6 Cleanliness 10
120.7 Safety 10
120.8 Installation of Equipment and Materials 11
120.9 Hazardous Materials 12
125. INSPECTION AND SURVEY 13
135. GOVERNMENT SUPPLIED MATERIAL (GSM) 14
141. DRYDOCKING 14
150. TESTS AND TRIALS 15
150.1 In Process Testing 15
150.4 Equipment and System Commissioning 15
160. WARRANTY 17
PART 200 - STRUCTURE 18
201. CONSTRUCTION 18
201.5 Workmanship 18
205. CONSTRUCTION MATERIALS 19
Page ii.
210. HULL STRUCTURE 20
210.6 Bulkheads 20
210.7 Decks 22
211. HULL STRUCTURE FITTINGS 22
211.4 Buoy Port 23
212. HULL APPENDAGES 24
212.6 Transducer Housings 24
220. DECKHOUSE 25
220.1 Structural Arrangement 25
222. DECK STRUCTURES 26
222.5 Push Knees 26
234. DECK MACHINERY SEATING 27
234.1 Anchoring Equipment 27
234.3 Barge Connection Winches 27
PART 300 – OUTFIT AND FURNISHINGS 28
305. MANHOLES AND HATCHES 28
305.1 Manhole Access 28
305.1.1 Hold Space – Starboard Access 28
305.1.2 Forward Void – Centre #1 Access 29
305.1.3 Forward Void – Centre #1 and Starboard #2 Access 29
305.1,4 Void Tank - #6 Port and Starboard Access 30
305.2 Shipping Hatch 30
306. WINDOWS AND PORTLIGHTS 31
306.4 Window Cleaning 31
307. LADDERS, STAIRS AND RAILINGS 32
307.1 Gangways and Boarding Ladders (optional) 32
307.2 Stairways 32
307.3 Railings 33
308. FLOOR PLATES AND GRATINGS 34
308.2 Hold Space Gratings 34
315. INSULATION 36
315.1 Hold Space Insulation 36
315.2 Machinery Space 36
315.3 Deckhouse 36
320. DECK COVERINGS 37
350. STORAGE SPACE OUTFITTING 37
350.2 Deck Store 37
350.3 Hold Store / Workshop 38
360. FIRE SAFETY SYSTEMS 38
360.3 Fire Stations 38
365. LIFESAVING EQUIPMENT 39
365.2 Inflatable Liferafts 39
365.5 Lifejackets 39
365.7 Jacob’s Ladders 39
Page iii.
380. PAINTING AND PROTECTION 40
385. SIGNS AND MARKINGS 42
PART 400 – DECK MACHINERY AND FITTINGS 43
405. ANCHORING SYSTEM 43
405.2 Winches 43
410. LINE HANDLING/MOORING EQUIPMENT 45
410.1 Bollards / Bitts 45
410.3 Crossdeck Winches 46
415. TOWING EQUIPMENT 47
415.1 Barge Connection Winches 47
415.4 Chain Stopper 48
450. FENDERING SYSTEM 48
PART 600 – ELECTRICAL SYSTEMS 49
601. SYSTEM 49
606. SHORE POWER 50
610. MAIN SWITCHBOARD 51
615. POWER DISTRIBUTION 51
615.1 480 Volt Distribution 51
615.2 240 Volt Distribution 51
615.3 220 Volt Distribution 51
615.4 120 Volt Distribution 52
615.5 24 Volt DC Distribution 52
616. TRANSFORMERS 52
618. CABLING 52
618.4 Installation 52
619. SYSTEM HARDWARE 53
623. MOTORS AND CONTROLLERS 53
625. LIGHTING 54
625.2 Interior Lighting 54
625.3 Exterior Lighting 54
625.5 Navigation Lighting 54
631. SAFETY SYSTEMS 54
PART 700 – SHIP'S SERVICES 56
701. PIPING SYSTEMS 56
701.1 System Design 56
701.7 Piping Insulation and Lagging 56
701.8 Heat Tracing 56
705. FILL, VENT AND SOUNDING 56
705.1 Filling Connection 56
705.2 Tank Vents 57
705.3 Sounding Connections 57
710. FUEL OIL SYSTEM 58
Page iv.
710.2 Discharge Connection 58
710.3 FUEL TRANSFER PUMP 59
715. BILGE SYSTEM 59
725. FIRE SERVICE SYSTEM 61
735. MACHINERY COOLING SYSTEM 61
735.1 GENERATOR 61
735.2 BOW THRUSTER 62
740. COMPRESSED AIR SYSTEM 62
PART 800 – DOMESTIC SERVICES 64
805. HEATING 64
805.3 Space Hydronic Heating 64
811. VENTILLATION – MACHINERY SPACES 64
813. VENTILLATION – OTHER SPACES Error! Bookmark not defined.
832. SCUPPERS AND DRAINS 64
PART 900 – CONTROL, COMMUNICATION AND NAVIGATION 66
910. CONTROL SYSTEMS 66
910.2 Propulsion Machinery Controls 66
915.3 Machinery Alarm and Monitoring System 66
915.5 Fire Detection & Alarm Systems 67
920. NAVIGATION AIDS 68
920.6 Depth Sounder 68
Part G – HAZARDOUS MATERIALS PROCEDURE 69
PART 100 – GENERAL 69
101. DESCRIPTION 69
102. STATE / PROVINCIAL REGULATIONS 69
103. REFERENCE DOCUMENTATION 70
NOTE: THIS STATEMENT OF WORK IS BASED ON A STANDARD NUMERIC FORMAT.
NOT ALL NUMBERS ARE NECESSARILY ALLOCATED IN THIS SOW, ONLY
THOSE LISTED IN THE TABLE OF CONTENTS.
March 4, 2022
Statement of Work
Buoy Barge BPL 6704
For: Great Lakes St. Lawrence Seaway Massena, NY. USA
PART 100 – GENERAL
100.1 Description
Great Lakes St. Lawrence Seaway Development Corporation (GLS for short) owns and operates several marine assets, involved in the operation and maintenance of navigational aids within the St. Lawrence River. These assets include a crane barge used to lift, transport, maintain and deploy navigation buoys.
The barge has been in operation since 1984 and originally designed to operate with the tug Robinson Bay. In 2020 the tug Seaway Guardian took over primary operation from the Robinson Bay, and modifications to the barge are required to accommodate the different bow design of the tug.
This refit Statement of Work (SOW) is for a major refit of the buoy barge and is intended to allow the barge to provide useful service for many additional years.
The refit SOW is based on the requirements of Great Lakes St. Lawrence Seaway Development Co. (GLS) requirements to improve the safety and efficiency of the operation.
All work is to be performed at selected shipyard, although some items may be removed and refurbished remotely.
Page 2.
Rev. 3
102. DEFINITIONS
102.1 Organizations
Owner
Technical Point of Contact:
Email:
Phone:
Contracting Officer:
Email:
Phone:
Marine Department:
Marine Transportation Supervisor
Email:
Phone:
Chief Engineer of Marine Services
Email:
Phone:
Great Lakes St. Lawrence Seaway Development Co. (GLS for short)
Anthony Curley
Anthony.curley@dot.gov +1 (315) 764-3253
Lisa Healy lisa.healy@dot.gov +1 (315) 764-3275
Paul Braden
Paul.braden@dot.gov +1 (315) 764-3215
Nathan R. Jarvis
Nate.jarvis@dot.gov +1 (315) 250-3267
Owner’s Naval Architect / Design Agent
Contact:
Email:
Phone:
Robert Allan Ltd.
230 - 1639 West 2nd Avenue Vancouver, BC V6J 1H3
Dave Christopher I.Eng. IMarEng dchristopher@ral.ca +1 (604) 736-9466 mailto:Anthony.curley@dot.gov mailto:Katie.maloney@dot.gov mailto:Paul.braden@dot.gov mailto:Nate.jarvis@dot.gov mailto:dchristopher@ral.ca
Page 3.
Contractor Organization selected by Owner to carry out the specified work
Owner’s Representative A person or organization designated by the Owner to represent them during work on this caisson
102.2 Terminology
Equal Considered equal to or better than the specified materials or equipment in terms of:
availability of spare parts/service efficiency, performance, reliability, service life size, weight
Good Shipbuilding Practice
• Provide
• Approved or “to Approval”
Designs, applications, and procedures proven successful through long term use in marine vessels
“Provide” means purchase or manufacture as appropriate; install complete with all required accessories in accordance with good shipbuilding practice complete and ready for use; supply all materials, equipment, tools, and labor to perform the work; and test to approval of any Regulatory Authorities and Owner’s Representative
Considered fully acceptable for installation in vessel and for which written confirmation of same has been received from Owner’s Representative
102.3 Abbreviations
ANSI American National Standards Institute ASME American Society of Mechanical Engineers ASTM American Standard for Testing and Materials BS Breaking Strength CFM Contractor Furnished Material DIN Deutsches Institut für Normung (German
Institute for Standardization) GFCI Ground Fault Circuit Interruption
Page 4.
GLS Great Lakes St. Lawrence Seaway Dev. Co.
(Owner)
GSM Government Supplied Material GPO General Purpose Outlet IACS International Association of Classification
Societies IMO International Maritime Organization ISO International Standards Organization LED Light Emitting Diode NEMA National Electrical Manufacturers Association NETA National Electrical Testing Association OEM Original Equipment Manufacturer OFM Owner Furnished Material P
PMC
Port Prime Mover Controls
RAL Robert Allan Ltd.
S Starboard SNAME Society of Naval Architects & Marine
Engineers SOW Statement of Work SSPC Society for Protective Coatings SP Surface Preparation Standard SWL Safe Working Load TBC To Be Confirmed TBD To Be Determined
102.4 Language & Units
Drawings, reports, specification, manuals English
Labels and nameplates English Units Imperial – feet/inches/US gallons
104. REGULATION AND CLASSIFICATION
104.1 National Authorities
Page 5.
National / Provincial
Standards as applicable, including (but not limited to):
• Owner’s standard
TBD (local and national safety bodies)
GLS Environmental Best Management Practises
Industry type approved certification for mechanical components
Type approved electrical components and fittings
Apply ANSI standards throughout, unless otherwise specified
104.4 Certificates
Safety Equipment Fire extinguishers, hoses, nozzles
LSA
Lifting Crane and all associated wires, slings, strops, shackles etc.
Load test – dynamic and static
Anchor and Mooring Anchor, cable and wire, mooring ropes Towing Brackets and towing points, bridle Machinery Engine EPA Hazardous materials Asbestos free
Lead paint free
105. REGISTRY AND CERTIFICATION
105.3 Tonnage
Documents Tonnage Review
Tonnage Calculation Deck Load Review Deck Load Calculation
106. CONTRACT
Page 6.
106.1 Intent of Statement of Work (SOW)
This SOW and accompanying Drawings will form part of a Contract between the Owner and the Contractor The SOW is to be interpreted as an instruction to the Contractor regarding matters of the work to be done, and as such is written in the positive imperative tense
Apart from requirements set forth in this SOW, or indicated on Drawings, it is to be understood that the Contractor is responsible for refitting the buoy barge in accordance with the contract, in a manner reflecting good current shipbuilding and marine engineering practise
The Contractor is responsible for ascertaining and ensuring that any materials, components, equipment, or parts (other than GSM or OFM) selected for incorporation into the barge during the refit are suitable for the service as defined and intended. If any equipment, device, material, or parts required for the successful operation of any systems are not specifically mentioned in the SOW or Drawings, bring the requirement for such components to the attention of the Owner’s Representative prior to entering the Contract. Once the Contract is in place, omitted items will then be considered as included, or not included, as deemed necessary for successful operation of the specified systems and equipment, and the Contract price will include the cost of supplying and installing such components. This reference is not intended to include items required for the general installation of shipboard systems such as general hardware and ironmongery, fittings, clips, fasteners, couplings, etc. All such items are deemed to be included in the definition of the associated systems, whether specifically mentioned or not
106.2 Contractor's Responsibility
The Contractor is responsible for coordination and integration of all equipment into the barge to provide the fully functioning barge as specified herein, and as shown on the Drawings, in the time frame agreed to in the refit Contract.
Accordingly, the Contractor must coordinate the supply and delivery of all equipment in a timely manner
The Contractor is responsible for proper execution and functioning of contracted work as per the SOW and drawings only and is responsible for corrective action in the event of improper or inadequate function related to Contractor work as specified in the SOW and drawings.
The Contractor is responsible for corrective action in the event of local vibration of members, panels, items of outfit, piping systems, and similar details, other
Page 7.
than a vibration of the barge as a whole or vibration attributable to malfunction of the Owner's selected or purchased items
106.3 Form of Contract
See Owner’s Contract document
106.4 Insurance
See Owner’s Contract document
106.5 Departure from Refit SOW Documents
Notify the Owner’s Representative of any proposed departures from these documents, whether in principle or detail, and obtain written approval before such changes are committed
The Owner reserves the right to make alterations in detail as work progresses with an extra charge where extra cost of labour or material may be involved.
Such extra charges must have the written authorization of the Owner’s Representative before work is committed. An alteration alone is not justification for extra charges (see Contract Annex Work Arising Procedures)
Changes in detail to conform with Contractor practice, or changes considered and agreed upon as improvements, may be put forward by Contractor but must have written approval of the Owner’s Representative before any related work is committed
Substitutions by Contractor of alternate scantlings, items, or materials may be considered to facilitate delivery or utilize available stock, but such changes must be approved by the Owner’s Representative before work is committed
The Owner reserves the right to substitute materials or equipment for those specified or indicated on Drawings where such change may be to his advantage in relation to availability or future service. Due allowance to be made where cost is affected
Changes to contracted delivery date for barge brought about by modifications to be agreed in writing before any modification is put in hand
106.6 Procedures for Changes and/or Credits
Refer to the Owner’s Contract document
Page 8.
115. RELATED DOCUMENTS
Refit Specification This document Drawings RAL drawings provided as part of the refit package:
10130 Rev 2 – Tank Plan 14110 Rev 1 – Docking Plan 21011 Rev 2 – Structure Opening
Modifications 21122 Rev 2 – Skin Cooler Tank
Modification 22010 Rev 1 – Deckhouse Modification 22250 Rev 2 – Stern Modification & New
Push Knee Structure 23441 Rev 1 – Anchor Winch Seating 30000 Rev 2 – General Arrangement 30400 Rev 2 – Hatch Schedule 30722 Rev 2 – Main Stairway & Hold
Walkways 30731 Rev 2 – Railings & Stanchions 36100 Rev 1 – Safety Equipment Plan 40500 Rev 1 – Deck Equipment
Arrangement & Structure 41610 Rev 1 – Pushing & Access
Arrangements 60000 Rev 1 – Electrical System One Line
Diagram 62520 Rev 2 – Interior Lighting & Electrical
Outlet Arrangement 62550 Rev 1 – Navigational Light Plan 70500 Rev 2 – Fill Vent & Sounding
Diagram 71000 Rev 2 – Fuel Oil System Diagram 71500 Rev 2 – Bilge & Fire System
Diagram 73000 Rev 1 – Fixed Fire Fighting System
Diagram 73500 Rev 3 – Machinery Cooling System
Diagram 83200 Rev 2 – Deck Scuppers Diagram
RAL Standard Detail drawings:
D701.03A Rev C – 3 Piece Penetration
Page 9.
D701.03B Rev C – 2 Piece Penetration D701.03G Rev B – Minor Penetration
Report(s) Finite Element Analysis for Deck Fittings & Supporting Structure
As applicable, but may include any identifiable hazardous materials:
asbestos chemicals lead paints mastics
Other RAL Technical documents as may be provided as part of the refit package:
Tank Sounding Review Tank Sounding Calculations Trim and Stability Review Trim and Stability Calculation
115.2 Vendors Drawings
General Contractor to provide the Owner’s
Representative with certified drawings and documentation of Contractor Furnished Material (CFM)
115.4 Purchase Orders
General Provide the Owner’s Representative with two
(2) copies of requisitions of all purchase orders prior to processing
115.6 Manuals
General Provide complete instruction manuals and parts lists for all CFM purchased items of machinery, electrical and electronic equipment, and mechanical equipment at conclusion of refit. Supply one (1) hard copy and one (1) electronic/digital copy (.pdf format preferred) of each document
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120. PRODUCTION
120.1 Scheduling
General As soon as practicable after being notified of tender acceptance, collaborate with the Owner’s Representative in preparation of an overall production schedule, based on best information then available on delivery of critical items and other relevant details
120.6 Cleanliness
General In addition to cleaning of steel surfaces, etc., as covered in "Painting" (Section 380), Contractor is responsible for thoroughly cleaning compartments, bilges, tanks, pockets at conclusion of project
Contractor is responsible for disposal of all waste generated during project, including any hazardous waste
Tank Cleaning Fuel tanks may contain a quantity of Diesel Fuel Oil # 2
Tanks are located Port and Starboard, on the shell between Fr 2 and 3
Remove contents and store in a safe and secure location
Both tanks to be opened and cleaned Atmospheric analysis, forced ventilation and rotating Entry Permit to be maintained throughout the period in dock for both tanks
Hot Work permits to be issued as required
120.7 Safety
General Ensure safe working conditions exist at refit site. Provide adequate guardrails; ladders, elevated platforms, gangplanks, scaffolding;
provide ample lighting; and keep the site orderly and free from obstruction and hazards
Page 11.
Where required Contractor to provide specialised PPE
Allow time for a GLS / RAL site safety orientation briefing for all workers who have not been previously briefed
Follow GLS lockout policy and procedures Ensure permit to work aloft is in accordance with Contractor and local safety authority procedures
Ensure permit to work for entry into confined spaces is in accordance with Contractor and local safety authority procedures
Contractor to provide all necessary measures and equipment for safe entry, and conduct atmospheric testing prior to, during initial entry into, and while work continues in any confined spaces
Ensure permit to work for “hotwork” is obtained for all work involving welding, burning, etc. in accordance with Contractor and local safety authority procedures
120.8 Installation of Equipment and Materials
General Install each item of CFM and/or GSM in or on the barge in accordance with the applicable specifications and/or the manufacturers' instructions. In the event Contractor does not consider installation of these items reasonably possible or practical as specified, or as directed in manufacturers' instructions, advise the Owner’s Representative in writing as soon as the information is known
Install equipment so regular cleaning, servicing, and maintenance can be carried out without removing equipment or piping not directly associated with the cleaning, servicing, or maintenance
Locate instrumentation so it can be read easily during operation
Contractor must remove and reinstall all interference items as may be required to complete specified work
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120.9 Hazardous Materials
General For the purpose of this specification, environment protection is defined as the retention of the environment in its natural state to the greatest possible extent during project construction and the enhancement of the natural appearance in its final condition
Environment protection requires consideration of;
air water land
And involves management of:
noise solid waste radiant energy radioactive materials other pollutants
In order to prevent and to provide for abatement and control of environmental pollution arising from the construction activities in the performance of this contract, the Contractor and his/her sub-contractors shall identify and comply with all Federal, State and Local laws and regulations concerning environmental pollution control and abatement
Any non-compliance shall be immediately corrected, and the Contracting Officer notified
Asbestos, Lead Refer to any report detailing any inherent hazardous material that may be contained within the barge
Some of the existing coatings should be considered as containing lead
Some electrical mastics may constitute Asbestos Containing Materials (ACMs). All mastic associated with the electrical system, unless specifically analyzed, should be considered as asbestos-containing
Comply with all requirements of all Occupational Health and Safety Regulations, and industry standards related to hazardous materials
Page 13.
File a Notice of project for work involving asbestos (NOPA) with local, State (Provincial), and National authorities as applicable prior to asbestos abatement
In situations where there is a conflict with the above regulatory requirements and GLS Environmental Best Management Practices, the regulatory requirements shall take precedence
Contractors must develop;
a Risk Assessment, Exposure Control
Plan (ECP)
125. INSPECTION AND SURVEY
Parameters Material wastage by pitting greater than 25% from original material thickness is to be repaired
Where wastage is localised and sporadic, pad welding is acceptable repair
Concentrated deep pitting < 3 inches between pits, and up to 70% of the area of concern, material replacement to be considered
Refer to ABS – Survey After Construction Part 7
Thickness gauging Certified company to perform thickness gauging at prescribed locations of;
shell sides shell bottom skin coolers
Inspections All closed voids to be inspected for corrosion to structure
Where corrosion / pitting is evident thickness gauging to confirm wastage, to include;
interior bulkheads longitudinal and transverse beams, girders and framing
Page 14.
135. GOVERNMENT SUPPLIED MATERIAL (GSM)
General The following will be supplied as GSM/OFE by the GLS at the repair facility at the time of the refit:
rubber “D” fendering anchor windlass (If lead time could affect completion of refit project)
141. DRYDOCKING
Acceptance of docking arrangement
- The Contractor is to inspect and accept the docking arrangement of the barge as completed under GLS / Contractor contract, prior to commencing any other work.
Assumption of custody by the Contractor will take place after this inspection and acceptance
Blocks - Blocks to be constructed with splitter caps to permit block removals in way of repair work
- Blocks are to be removed, repair work completed, and blocks replaced in a predetermined and agreed sequence
Precautions while docked - Any block removal sequence should indicate the maximum number of blocks which may be removed at any one time
- Any weight changes which occur during the docking/refit period are to be recorded and passed to the Owner’s Representative two
(2) working days before undocking
Undocking - Upon completion of the dry-docking portion of the work, and on the day of the undocking, the contractor will:
- Remove any additional shoring
- Keel blocks are to be rechecked for security
- Disconnect the shore power cable and remove the gangway – primary and secondary
Page 15.
- All underwater openings are to be checked and certified closed before flooding the dock.
- Provide Owner / Owner’s Representative with sufficient notice to inspect all underwater openings
- The barge will be floated up off the blocks and the contractor is to supply a tug(s) for manoeuvring the barge out of the dock.
- The barge is to be secured alongside in a location agreed with by the Owner / Owner's
150. TESTS AND TRIALS
150.1 In Process Testing
Welding Where deck plate renewal has been carried out, all welds are to be tested based on function of space:
hold space – dye penetration, vacuum box, hose test where practicable voids – dye penetration and vacuum box or where practicable air test tanks – tanks where watertight integrity is required due too head or system pressure, air test to 2.5 psi
Tank integrity tested where penetrations have been renewed
150.4 Equipment and System Commissioning
Systems Where practicable new piping sections to be pressure tested prior to installation
Page 16.
Where field fits are required to complete installation, complete system to be pressure tested in situ
Pumps On conclusion of confirming piping integrity, system to be flushed with system contents
Pumps for bilge/fire and fuel transfer to be tested to confirm compliance with system parameters
Winches Anchor winch, after installing the 900 feet of 1 1/4-inch SWR, and connection anchor cable:
confirm lowering speed confirm breakout load and recovery speed Barge connecting winches, after installing a minimum of 175 feet of 1 3/4-inch HDPE line:
confirm operation with handwheel confirm operation with ratchet conduct load test to a minimum of 58
Long Tons Confirm operation with ratchet
Switchboard Electrical testing – see section 600
System testing of:
fuel transfer bilge / fire compressed air machinery cooling see section 720 Bow Thruster Integration of control system for the bow thruster to Seaway Guardian bridge to be performed by Prime Mover Controls or their representative
Fire Detection System
• Transducer
On completion of the installation, head detection head to be tested, sounders and lights confirmed operational
On completion of the installation, system testing connected to Seaway Guardian via umbilical for proper operation with display unit
Acceptance Commissioning and testing to be conducted and recorded to the satisfaction of the Owner and/or Owners Representative
Page 17.
Any identified faults / omissions at the time of to be rectified by yard or OEM in a timely manner
Results of commissioning and testing to be presented to Owner and/or Owners Representative for approval and acceptance prior to transfer of custody to Owner
160. WARRANTY
General Refer to Contract between Owner and contracted facility
Page 18.
PART 200 - STRUCTURE
201. CONSTRUCTION
201.5 Workmanship
General Do not cut holes or openings in structural members for pipes, cables, access, or other purpose unless authorized on approved Drawings, or as approved by the Owner’s Representative using appropriate hotwork procedures
Preserve structural integrity of hull, tanks and voids, and refer any questions involving such integrity to the Owner’s Representative
Neatly and carefully execute all plate edges and holes burned in structure, with cuts regular in outline without notches
Openings burnt in shell, deck, or other main strength members to be in accordance with the latest version of IACS Circular No. 47 – Shipbuilding and Repair Quality Standard (Part B)
Remove sharp or jagged edges of exposed structural work
Remove and grind smooth all erection clips or bridges and projections. Avoid removal of material from plate, but if occurring fill with weld deposit. Grind such items flush and smooth where exposed to view inside or out
Cut limber holes for drainage where necessary to permit total drainage to lowest point of compartment or tank
Cut limber holes smooth on a minimum 50 mm radius or as indicated on drawings. In bottom of ballast tank, use larger radius holes to match existing beam limber holes
Page 19.
205. CONSTRUCTION MATERIALS
Replacement Materials Steel:
Aluminum:
Stainless steel:
New ASTM A36 steel, treated with pre-weld primer before fabrication (Mill certificates to be provided to the Owner’s Representative prior to any new steel being incorporated into the work) 5000 or 6000 series marine alloys Grade 304 or 316 for interior/dry spaces Grade 316/316L for tank/exterior/wet spaces
Welding Use State or Provincial standards for qualified welders (see Contract Clause)
Properly prepare and fair up all plate edges before welding
Where stress concentrations may arise at corners, edges, and terminals, continue welding runs around the joint for a distance of at least 35 mm
Continuously weld all brackets all around Continuously weld ends of stiffeners for a distance equal to twice stiffener depth on both sides
Completely seal all exposed faying steel surfaces by welding so no water can gain access to cause corrosion. Do not perform any intermittent welding on exterior
Leave finished work clean and smooth with all projections and rough welds chipped flush and ground smooth
Chamfer edges of insert plates on a three-to-one bevel down to thickness of surrounding plate, and provide corners with a generous radius
Ensure the surfaces, of all parts to be welded are clean, dry, and free from rust, scale, and grease
Page 20.
All welds to be sound, uniform, and substantially free from slag inclusion and porosity. Take care to ensure thorough penetration and fusion; avoid undercutting.
Before a sealing run is applied to a butt weld, expose the clean metal of the original root run
Remove and reweld all welds not meetings these conditions
Complete all welding to the approval of the Owner’s Representative (Contractor’s approved welding procedures to be available upon request by the Owner's Representative)
Full penetration welds in way of:
tank bulkheads areas of high stress
Double continuous welds in way of:
areas susceptible to corrosion (exterior, voids and ballast tanks) Weld Testing Non-destructive testing is to be carried out on welds as directed by the Owner’s
210. HULL STRUCTURE
210.6 Bulkheads
Centre Line – Frame 3 ~ 4 Opening C
Refer to RAL drawings:
21011 Rev 2 Structural Openings
Modifications 30722 Rev 2 Main Stairway and Hold
Walkways Crop the existing structure in way of stiffening and bulkhead to enable opening to increase opening to 36”
Step to avoid overhead obstructions as required, incorporated into walkway grating
Centre Line – Frame 8 ~ 9 Opening A Refer to RAL drawings:
21011 Rev 2 Structural Openings Modifications
Page 21.
30722 Rev 2 Main Stairway and Hold Walkways
Crop the existing structure in way of stiffening and bulkhead to enable opening to increase to 36”
Step to avoid overhead obstructions as required, incorporated into walkway grating
Centre Line – Frame 11 ~
Opening B Refer to RAL drawings;
21011 Rev 2 Structural Openings Modifications
30722 Rev 2 Main Stairway and Hold Walkways
Crop the existing structure in way of stiffening and bulkhead to enable opening to increase opening to 36”
Step to avoid overhead obstructions as required, incorporated into walkway grating
Centre Line – Frame 12 ~
Option # 1 Remove existing door from frame / hinges and replace with identical:
four (4) dog single lever / wheel, action
Option # 2 Remove existing door from frame Crop existing structure to enable removal of the frame Install new door frame and test welds per section 150.1 Paint as per section 380 Fit matching door:
four (4) dog single lever / wheel action
Transverse – Frame 8 Opening D and E Refer to RAL drawings:
21011 Rev 2 Structural Openings Modifications
30722 Rev 2 Main Stairway and Hold Walkways
Crop the existing structure in way of stiffening and bulkhead to enable opening to increase opening to 36”
Page 22.
Step to avoid overhead obstructions as required, incorporated into existing walkway grating
Modifications to apply to both Port and Starboard side
Transverse – Frame 7 Plug hole in bulkhead, located Port side in vicinity of crane pedestal
Transverse – Frame 13 Opening F and G Refer to RAL drawings:
21011 Rev 2 Structural Openings Modifications
30722 Rev 2 Main Stairway and Hold Walkways
Crop the existing structure in way of stiffening and bulkhead to enable opening to increase opening to 36”
Step to avoid overhead obstructions as required, incorporated into existing walkway grating
Modifications to apply to both Port and Starboard side
210.7 Decks
Transverse – Fr. 6.5 ~ 7.5 Three (3) penetrations at crane pedestal on main deck to be cut out Fuel connection to be replaced. See Section
710.2 Compressed air to be replaced. See Section
211. HULL STRUCTURE FITTINGS
211.2 Skin Coolers
Generator (Port side) Drain the entire cooling system
Mechanically prepare the existing top surface after removal of stairs and other nonessential materials
Page 23.
NDT testing of plug welds located on longitudinal stiffeners
Conduct thickness gauging over entire surface, with particular attention to the area at the base of the stairs along the bulkhead at Fr. 3
Replace material as necessary Replace the CW pipe penetrations See section 735.1 for cooling system requirements Add longitudinal stiffening in way of existing internal structure, between Fr. 3 and 4, with 4-inch x 4-inch x 3/8” angle bar
Refer to RAL drawings:
21122 Rev 2 Skin Cooler Tank
Modifications 30722 Rev 2 Main Stairway and Hold
Walkways 73500 Rev 3 Machinery…
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