RFP_ATTACHMENT_J.1.pdf

NOAA SHIP NANCY FOSTER

(R-352)

DRY DOCK SPECIFICATIONS

FY17

28 September 2016

Work Item Index

Item # Title _________________

INDEX – FY 17 DS

Category “A” WORK ITEMS

001 GENERAL REQUIREMENTS BASIC

009 GAS FREE CERTIFICATES BASIC

010 CLEAN AND GAS FREE TANKS, VOIDS, & COFFERDAM SPACES BASIC

150 MODS INCIDENTAL TO THE RESCUE BOAT DAVIT BASIC

167-1 ESCAPE HATCH RENEW BASIC

167-3 WATERTIGHT DOOR REPLACEMENT BASIC

167-4 WATERTIGHT HATCH REPLACEMENT BASIC

167-5 DAMAGE CONTROL ROOM DOOR REPLACEMENT BASIC

230 DIESEL ENGINE EXHAUST CLEANING BASIC

300 MAIN AND EMERGENCY SWITCHBOARD CLEANING BASIC

503 PIPING MODS TO GALLEY BASIC

504 METER AND GAUGE CALIBRATION BASIC

512-1 AIR HANDLER BASE RENEW BASIC

512-2 HOLD DECK VENTILATION MODIFICATIONS BASIC

521 MAIN DECK NON-SKID RENEW BASIC

522 “A” FRAME RENEW BASIC

555 FIRE FIREFIGHTING SYSTEM ANNUAL CERTIFICATION BASIC

556 J-FRAME HYDRUALICS INSPECTION BASIC

573 CRANE HYDRAULIC FITTING AND HOSE REPLACEMENT BASIC

600 LIFE RAFT ANNUAL CERTIFICATIONS BASIC

611 DECK SOCKET REPLACEMENT MAIN DECK BASIC

631 MAIN DECK WEATHER DECK PRESERVATION AND NON-SKID BASIC

ADDITIONAL WORK

900 ADDITIONAL WORK

OPTIONAL ITEMS

402 MISSION UPS REPLACEMENT OPTIONAL

611-1 FOSCLE DECK AFT DECK SOCKET REPLACEMENT OPTIONAL

28SEP16

ITEM NO. 001 BASIC ITEM MED/TBL

INTENT, SCOPE, GENERAL REQUIREMENTS

001-1

1.0 ABSTRACT

This Item describes the intent, scope, and general requirements that apply to this Work Package.

2.0 REFERENCES

2.1 NOAA Standard Specification AMC-000-1F, "General Requirements for Ship Repair Work on NOAA Ships"

2.2 NOAA Standard Specification AMC-631-2D, “Coating Systems for Steel

Surfaces”

2.3 NOAA Standard Specification MOC-300-3, “General Requirements for

Electrical/ Electronic Items”

2.4 Drawing NF-085-001, NOAA Ship Foster Booklet of General Plans

2.5 Drawing NF-505-6501097, Standard Piping Details

2.6 American Bureau of Shipping, Rules for Building and Classing Steel

Vessels, latest revision. (Contractor Provided)

2.7 IEEE STD 45-1983, Recommended Practice for Electronic

Installations on Shipboard. (Contractor Provided)

2.8 Code of Federal Regulations, Title 46, Subchapter J, Electrical

Engineering (Contractor Provided)

3.0 REQUIREMENTS

3.1 References 2.1 through 2.8 form a part of these Detail

Specifications. All provisions and requirements contained therein are applicable to all work items, including all additional work items which are authorized by the Contracting Officer.

3.2 Provide and maintain a Quality Assurance (QA) TEST AND INSPECTION PLAN applicable to all work items, including all additional work items which are authorized by the Contracting Officer and update it weekly for each weekly progress meeting. The form shall include the following minimum information for each work item and additional work item:

1) Specification item and paragraph number

2) Component/Equipment name

3) Test or Inspection description

4) Acceptance Criteria

5) QA Inspection Report

3.3 The design and execution of work items within the work package are the Contractor’s responsibility. Work items and Contract Guidance Drawings provided as part of the work package do not fully describe all work required to meet regulatory requirements. However, all work performed by the Contractor and Subcontractor, regardless of tier, shall comply with regulatory

28SEP16

001-2 requirements, and the cost shall be borne by the Contractor/Subcontractor.

Only the costs of ABS ship surveys/inspections will be borne by the Government. However, the scheduling of ABS surveys/inspections remains the Contractor’s responsibility.

3.4 Weigh each item removed from and installed on the ship. Provide a summary report to the COR indicating the total weight in pounds of items removed, the total weight in pounds of new items installed, and the locations of weight removals and installations, with reference to deck level, frame number, height above deck level, and distance from centerline.

3.5 Unless otherwise stated in the individual work items, prepare and coat all new steel, all existing steel surfaces identified to be cleaned and painted, and any paint system disturbed while accomplishing work items, in accordance with reference 2.2. Finish coat colors shall match those of the surrounding, unmodified area. In addition, all power tools used to prepare internal spaces for painting, such as staterooms, the bow thruster space, engine room, stern thruster rooms and Generator Rooms, shall be fitted with dust collecting equipment to keep air bourne contaminants to a minimum. This does not relieve the Contractor from using protective coverings on equipment in those spaces.

3.6 Ship’s force will maintain a minimal presence during

accomplishment of work to these specifications. Their availability to operate ship’s equipment will be limited. Unless otherwise specified, provide a minimum of one working day prior notice for any equipment operations.

3.7 Several items require the modification or installation of various piping systems. All piping systems, unless otherwise specified within these specifications shall be installed in accordance with reference 2.5.

3.8 Several items require the installation of new cabling and electrical equipment. All new cabling and electrical equipment shall be installed in accordance with references 2.3, 2.7, and 2.8.

3.9 Drawings shall be updated only when specified in the individual work item. All CAD drawings shall be updated in AutoCad 2015. All paper drawings shall be redlined. The Redline and CAD updates shall include a complete list of new parts used, to the level of detail shown on existing parts lists on the referenced drawings. The Government shall provide either a full size copy of the drawing to be redlined or a copy of the CAD drawing. The updated drawings shall be returned to the COR no later than 14 days after completion of the contract.

3.10 All new equipment and furnishings purchased by the Contractor for installation on the vessel shall be provided with factory supplied technical manuals, or data sheets, complete with parts listings. Faxed copies of this information is not acceptable. This documentation shall be turned over to the COR after installation is completed.

3.11 At no time will the ship be required to moor at any dock which has water depth of less than that required to provide a minimum clearance of two

(2) feet under the lowest underwater hull projection during the entire period for which the ship is at the Contractor’s Facility (As applicatble).

3.12 The Contractor shall schedule and participate in a one-day sea trial near the end of the work performance period to witness testing of all

28SEP16

001-3 repaired or newly installed equipment and machinery. The sea-trial is expected to take 8 hours, departing from and returning to the same facility. The COR will coordinate the sea-trial date with the Contractor and other vendors, with at least 72 hours notice.

4.0 NOTES

4.1 NOAA Ship NANCY FOSTER, ABS ID Number 9101982, has ABS Class Notations A1, E, AMS, and ACC. The ship is currently in Active Status.

4.2 The following descriptive data of NOAA Ship NANCY FOSTER is provided for information:

Overall length - 186'- 0" Beam, Molded - 40'- 0" Draft, Design - 11'- 0" Draft, Navigational - 12'- 0" Displacement (FL) - 1279 LT Propulsion Z-Drives - 2 Propulsion shafts - 1

4.3 NOAA Ship NANCY FOSTER is an ex-YTT class Navy Yard Boat converted in 2002 for service as an Oceanographic Research Vessel. Many of the drawings are the original YTT drawings. There may be differences between the drawings and the ship. Take into account these differences during the bidding.

4.4 Technical Manuals are not supplied with these specifications, but are available for review on the ship during the bidders inspection or, upon request.

4.5 Drawings that are not supplied are available on request in various formats. Most “as-built” drawings for systems are in “.TIFF” format for viewing and printing.

NOAA Ship NANCY FOSTER ( R-352 )

ITEM NO. 009 CATEGORY "A" 23AUG16

Gas Free Certificates NOAA PAD

009 - 1

1.1 The intent of this work item is to provide and maintain Marine Chemist gas free certificates to certify spaces and systems as Gas Free Safe for Personnel Entry and Safe for Hotwork on the ship where work will be accomplished on a daily basis.

2.0 REFERENCES: None

3.0 ITEM LOCATION AND DESCRIPTION:

3.1 Location/Description:

a. Areas throughout the vessel where hot work is being performed by the Contractor.

4.0 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICES: None

5.0 NOTES:

5.1 The Contractor and subcontractors must consult NOAA’s General Technical Requirements, (GTR’s), to determine applicability to this work item. The Contractor and all subcontractors must comply with all applicable GTR requirements.

5.2 The Contractor and subcontractors, regardless of tier, shall review other work items under this contract, to determine their effect on the work required by this item. Based on this review the Contractor shall plan and schedule work to minimize conflicts between work items.

6.0 QUALITY ASSURANCE REQUIREMENTS: None additional

7.0 STATEMENT OF WORK REQUIRED

7.1 An NFPA Certified Marine Chemist shall be used to certify spaces Gas Free Safe for Personnel Entry and Safe for Hot Work. (46 CFR 115.710 (a)).

7.1.1 Contractor actions to prepare tanks and spaces to attain gas free certification shall be accomplished in accordance with USCG, OSHA (Subparts 1915.11, 1915.12, and 1915.13) and OCONUS specific locale requirements.

7.2 Test and prove Gas Free "Safe for Men" and "Safe for Hot Work" as applicable for all areas as listed in 3.1, including all other spaces where work requiring gas free condition is required by the work items of these specifications or subsequent authorized work.

ITEM NO. 009 CATEGORY "A" 23AUG16

Gas Free Certificates NOAA PAD

009 - 2

7.2.1 Cleaning required to attain gas free status is covered under individual work items.

7.3 Furnish the COR with two (2) copies of the gas free certificates signed by a NFPA certified Marine Chemist prior to start of any confined space entry and/or hot work. Furnish a new gas free certificate, signed by a NFPA certified Marine Chemist, daily thereafter for the duration of the particular work necessitating gas freeing of spaces safe for men and hot work. One (1) copy of said certificate is also to the posted daily near the gangway(s).

7.3.1 Gas free certificates shall be maintained on a daily basis. This may be accomplished by a shipyard Competent Person, provided same Competent Person is acceptable to all regulatory agency (e.g.: USCG, ABS) inspection personnel during inspections. Should regulatory agency inspectors require NFPA certified Marine Chemist certificates, the additional costs of contracting a Marine Chemist shall be borne by the Contractor.

7.3.2 Shipyard Competent Persons shall be trained by a NFPA certified Marine Chemist, and credentials demonstrating this training shall be provided to the COR prior to any confined space entries.

7.4 Any variation of originally certified conditions such as shifting vessel, changing ballast, and transport of any other fluids, etc, must be immediately brought to the attention of the COR. A new Marine Chemist gas free certificate shall also be issued.

7.5 Burning or other hot work shall not be done by the Contractor on any part of the vessel, including piping systems unless permission to do so is specifically granted by the NFPA certified Marine Chemist, documented with issued certificates.

7.6 Manufacturer's Representative: None

7.7 Preparation of Drawings: None

8.0 GENERAL REQUIREMENTS: None additional

ITEM NO. 010 CATEGORY "A" 28SEP16

CLEAN AND GAS FREE TANKS, VOIDS AND COFFERDAM SPACES NOAA PAD

010 - 1

1.0 ABSTRACT:

1.1 This work item describes the requirement to open, clean, gas-free, maintain, and close miscellaneous tanks, voids, cofferdams, and spaces. Storage of re-usable fuel is also required.

2.0 REFERENCES/ENCLOSURES: All References related to tank locations are available on request.

3.0 ITEM LOCATION / DESCRIPTION: Various

4.0 GOVERNMENT FURNISHED EQUIPMENT/ MATERIAL: None.

5.0 NOTES

5.1 The contractor and all subcontractors, regardless of tier, must consult the General Technical Requirements (GTR) to determine applicability to this Work Item. In performance of this Work Item, the contractor and all subcontractors, regardless of tier, must comply with the requirements of all applicable GTR’s.

5.2 The contractor and all subcontractors, regardless of tier, are advised to review all other Work Items under this contract to determine their effect on the work required under this Work Item. Many of the definitions relating to the performance of this Work Item are found in Work Item 001.

5.3 In the event that any tank contents are deemed to be hazardous wastes in accordance with federal, state and local (CONUS) or international (OCONUS) standards, the costs for handling and disposal of those wastes shall be covered under work item 001 of this work package.

6.0 QUALITY ASSURANCE REQUIREMENTS:

6.1 Tank coating system conditions shall be identified and documented by the contractor during tank surveys. ABS surveyor shall receive a copy of contractor’s reports.

7.0 STATEMENT OF WORK REQUIRED

7.1 It is the contractor’s responsibility to analyze and properly plan tank unloading procedures to ensure that no undue stresses are imposed on the vessel structure.

Ship’s force and COR will assist contractor with ship loading documents and software. The contractor shall provide their tank unloading plan to the COR at

010 - 2 least 2 business days prior to starting this work to permit review and approval by NOAA Naval Architect.

7.2 Contractor and Ships Force shall take, record, and verify soundings of all impacted tanks. Chief Engineer shall review and endorse all soundings taken/recorded. Submit copy of endorsed record to the COR.

Provide a clean storage facility with a capacity of approximately 1000 Gallons of fuel oil (DFM). Contractor designated storage facility shall be inspected by the COR for cleanliness and acceptability prior to any transferring of fuel oil. Prior to off loading of liquids, samples shall be taken by the contractor of each of the tanks to be moved to temporary storage. These samples shall be turned over to the Chief Engineer. Each sample bottle shall be labeled with tank taken from, contents, and date taken. Any visual indications of contamination shall be brought to the attention of the COR immediately. Upon completion of transferring of liquids, the contractor, in conjunction with ship's force, shall validate quantities at the storage facility.

7.2.1 In the event that contamination is suspected, a change order will be issued to the contractor to have a laboratory analysis conducted on the sample..

7.3 Removals: The ship will pump down tanks to low suction, either to other tanks onboard or to shore storage facilities. In the event that the tank contents are being moved off the ship, the contractor shall provide support to the vessel, including all hoses and manpower on the shore side to accomplish this removal. Contractor shall be responsible to provide all pumps, hoses, fittings and personnel to safely remove all remaining tank contents as identified in enclosure 2.2.1. Applicable federal, state, local or international procedures for transferring fuel, lube oils, and other waste oils over water shall be followed by the contractor. All liquids other than fuel oil shall be disposed of in accordance with local, state, federal and/or international regulations. If the liquid is considered to be hazardous material in accordance with the rules and regulations of the local area, then the additional costs for disposal as a hazardous waste shall be captured under work item 012. All other costs for offload and disposal shall be captured in this work item.

7.4 When directed by the COR, return all fuel oil to the vessel. Prior to returning of liquids, the contractor, together with ship's force, shall take samples of all stored liquids. These samples shall be turned over to the Chief Engineer. Each sample bottle shall be labeled with temporary storage tank taken from, contents, and date taken. Any visual indications of contamination shall be brought to the attention of the COR immediately.

7.5 Accomplish the following for each tank/space impacted by the work specification:

010 - 3

7.5.1 Open manholes and erect/maintain safety guards over openings.

7.5.2 Temporarily provide blowers and ventilate tanks and spaces, inclusive of confined areas around manhole covers. Ventilation of the tanks shall be accomplished so as to prevent tank fumes from exhausting in the interior compartments of the ship.

7.5.3 Temporarily provide and maintain, as required, tank lamping/lighting.

Lighting shall be explosion proof, safety type lights.

7.6 Clean and Gas Free tanks and spaces impacted by this work specification.

Cleaning shall completely remove all traces of dirt, sludge, debris and liquids. All tanks and spaces shall be presented in a clean and dry condition and shall be ready to be certified and maintained “Safe for Men/ Safe for Hot Work”. The provision of gas free certificates is covered under work item 009 of this work package.

7.6.1 Where a battery of tanks is designated for cleaning and gas freeing, all interior spaces in way of same, such as cofferdams, voids, bilges, bilge wells and other spaces, even if not specifically mentioned, shall be considered as being included as spaces to be cleaned and gas freed.

7.6.2 For all tanks and spaces indicated in enclosure 2.2.1, air vents, sounding tubes, filling and suction lines and other appurtances shall be included for cleaning and gas freeing. Secondary manhole covers for each tank shall also be opened.

7.6.3 Post Original Gas Free Certification at each Tank/Space Location.

Certificate shall be mounted directly at the tank/space manhole entrance.

7.6.4 Post copy of Gas Free Certificates at the designated gangway access to the vessel and at the entrance of each tank and space. Certifications posted at gangway shall be in a protective weather/water proof enclosure that is accessible and visible.

7.7 Surveys and testing requirements for these tanks shall be addressed in other work items in this work package.

7.8 At the conclusion of all required work, conduct a final closeout inspection for each tank/space with the COR. No tank shall be closed until a final inspection is accomplished with the COR in attendance.

7.8.1 Contractor is responsible for repairing all tank coating damage caused by work in this solicitation work package. During close out inspection, if

010 - 4 coatings are found damaged by contractor’s work, contractor shall repair damaged areas prior to final close out of tank/space, at contractor’s expense. Damaged coatings shall be repaired in accordance with NOAA paint system and the paint representative’s recommendations.

7.8.2 Ensure all blowers, lighting, staging, tools, and miscellaneous equipment are removed prior to the final inspection. Any staging necessary for COR close out inspection shall be removed just prior to final acceptance close out of tank/space.

7.8.3 Present Tank in “Final” clean condition. No dirt, dust, debris or liquids shall be allowed. Any tank or space failing the close out inspection, shall be re-cleaned until passing COR inspection (repeated cleanings and inspections will be at contractor expense, and may become subject to issuance of a QDR).

7.9 Upon acceptance of final closeout inspection and by direction of the COR, reinstall manhole covers using new gaskets, grommets, and wicking. Submit a Condition Found Report for any missing or damaged fasteners or hardware.

7.10 Required Deliverable Report: Contractor shall maintain, update, and submit weekly during the progress meeting, a tank/space work matrix, Reference 2.1.5 .

This matrix contains the following information:

A. Tank / Space Name B. Tank/Space Location Designation C. Sounding in Meters D. Current Status E. Working Phase F. Date Tank/Space Opened G. Date Gas Free Cleaning Started H. Date Gas Free Cleaning Completed I. Date Gas Free Cert. Received J. Date ABS Initial Structural Survey Complete K. Date Final Tank/Space Cleaning Started L. Date Final Tank/Space Cleaning Completed M. Date Tank/Space Final Close

N. & O. Tank/Space Related Repair Status: List major job sequence within a tank/space followed by date start & date completed (such as below):

* Access Cuts -> Date Removed / Date Installed

* Blasting -> date start / date complete

* Painting -> date start / date complete

010 - 5

* Related work items internal repairs (pipe, valve, structure, etc)

* Related work items external repairs (welding, UT’s, zincs, other structural related; etc.)

* Fluids added / removed from tank/space (pot water chlorination; Undocking Stability; fuels/oils; etc.)

P. Action Performed

7.11 Paint all disturbed surfaces to match surroundings.

7.12 Preparation of Drawings: None.

7.13 Manufacturer's Rep: None.

8.0 GENERAL REQUIREMENTS: None

END OF SPECIFICATION

( R352 )

ITEM NO. 150 CATEGORY "A"

28SEP16

MODIFICATIONS INCIDENTAL TO RESCUE BOAT INSTALLATION NOAA/MEB/TBL

150-1

1.0 ABSTRACT: This item describes the requirement to add an additional transverse platform on the 02 Level from Fr 41 to Fr 42 ½ which overlook the Fosc’le Deck and 2) a rescue boat embarkation platform which is to be located immediately above the ventilation ducting housing structure at Fr 41 to Fr 43 Port.

2.0 REFERENCES/ENCLOSURES

2.1 REFERENCES

2.1.1 Drawing NF-085-001 – Booklet of General Plans

2.1.2 Drawing 101-6500836 H, Bridge and Fosc’le Quarters (Module H)

2.1.3 Location Sketch No. 1, Additional Transverse Platform

2.1.4 Rescue Boat Embarkation Platform Sketch

3.0 ITEM LOCATION/ QUANTITY/DESCRIPTION

3.1 Transverse Platform 02 Level, Frames 41 to 42 ½, CL

3.2 Rescue Boat Embarkation Structure, Frames 41 to 43, Port

4.0 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICES: None

5.1 The Contractor and all subcontractors, regardless of tier, must consult the General Technical Requirements (GTR) to determine applicability to this work item. In performance of this Work Item, the Contractor and all subcontractors, regardless of tier, must comply with the requirements of all applicable GTRs.

5.2 The Contractor and all subcontractors, regardless of tier, are advised to review other Work Items under this contract to determine their effect on the work required under this Work Item. Many of the definitions relating to performance of this work item are found in Work Item 001.

5.3 The Contractor shall determine and provide the exact quantities and additional material such as cable, connectors, cable hangers and studs, weld material, cable tags, interfaces, etc., which are not included in the list of materials, in order to install new structural modifications that meet the requirements of this specification.

6.0 QUALITY ASSURANCE REQUIREMENTS

6.1 The Contractor shall establish, document, and maintain an effective quality assurance system to ensure and verify that the material, processes, and procedures used comply with the requirements. Any documents produced under this Work Item shall be available for review by the Government upon request.

6.2 The Contractor shall establish, document and maintain an effective weight control system to record all weight changes, additional and deletions and provide a weight change breakdown upon completion of the this work.

ITEM NO. 150 CATEGORY "A"

150-2

7.0 STATEMENT OF WORK

7.1 Removals:

7.1.1 Remove the existing hand rail in way of the new transverse deck extension. Retain hand rail for reinstallation. New railing may be installed in lieu of the removed hand rail. The material for a new hand rail is not listed in the Transverse Platform Parts List. If new railing is installed that shall match the railing that is removed.

7.1.2 Remove the deck coaming in way of the new transverse deck extension.

7.2 Installations:

TRANSVERSE DECK EXTENSION –

7.2.1 The Contractor shall develop structural calculations and detailed sketch to determine the type and structural needs for new Transverse Deck Extension. These calculations shall address the various points where contact with existing structure and address the calculated deflection of the new transverse deck. Submit calculation and sketch to the NOAA COR for review and concurrence prior the transverse deck can be fabricated or installed. The Contractor will be responsible to address any ABS questions should they arise.

• Platform shall be integrated with the existing 02 Level.

(Reference 2.1.2).

• Platform shall be capable of supporting a Maximum

Recommended load on a 24 inch square panel of composite material of at least 780 PSF and have a minimum ultimate capacity of at least 3,800 PSF.

CHECK POINT

7.2.2 After NOAA COR concurrence of the calculation, the Contractor shall install the new Transverse Deck in accordance with the calculations and using Reference 2.1.3 as guidance. The New Transverse Deck shall extend longitudinally aft for approximately 36 inches from the existing 02 Level at frame 41 and extending transversely from the port side existing 02 Level to a suitable location for a supporting stanchion to starboard of the existing FOSC’LE Deck hatch below. See Reference 2.1.3 for a location sketch and general guidance.

ITEM NO. 150 CATEGORY "A"

150-3

7.2.3 Platform shall consist of a steel supported composite molded grating squares (or portions thereof) with the following salient features based on a 24” square panel:

• Composite

• 1 ½” x 1 ½” x 1 ½” mesh,

• color of dark grey or black

• Non-skid surface.

• 780 PSF Recommended Loading

• 3800 PSF Ultimate Loading

7.2.4 Platform shall be supported from underneath with Gussets and/or Brackets welded to the superstructure exterior bulkheads and/or existing support elements in accordance with the Contractors calculations and manufacturers installation requirements.

7.2.5 Platform shall be supported on the starboard side aft corner by a stanchion located so as not to interfere with hatch operations or personnel movement on the 02 Level below. If an additional stanchion is necessary as determined by Contractors structural calculations, shall be located on a similar not-to-interfere basis with any shipboard access or operations. The Contractor may need to relocate existing cabinets and/or equipment should a 2nd stanchion be needed. The location shall be approved by the NOAA

COR.

7.2.6 Install a two rail, shipboard safety life railings equal to the existing ship’s safety railings with long radius elbows and smooth transitions. The safety railings on the existing transverse 02 Level, to which the new platform will be an extension, may be reused if desired. The safety railing shall be provided with smooth transitions between all sections and match the railing on the same deck and/or level.

MODIFICATION INCIDENTAL TO THE RESCUE BOAT INSTALLATION

7.2.7 Construct and install a Rescue Boat Embarkation Station Platform 21 inches above the level of the top of the ventilation exhaust structural housing at Frames 41-43, Port. The platform shall extend 12“ aft of the housing and 24 inches Forward of the housing using Reference 2.1.4 as guidance.

7.2.8 Fabricate and install an embarking ladder using Reference 2.1.4 as

ITEM NO. 150 CATEGORY "A"

150-4

7.2.9 Install composite decking using Reference 2.1.4 as guidance. The decking shall be in accordance with Paragraph 7.2.3.

7.3 Testing

7.3.1 Perform a successful load test consisting of the 150% maximum recommended load being applied to 3 composite panels for ten (10) minutes, as selected by the NOAA COR. A measured deflection of not more than the Manufacturer’s published requirements will be deemed satisfactory.

7.4 Painting – Preparation and painting new and disturbed surfaces to match the surrounding areas in accordance with the applicable SSPC: The Society for Protective Coatings Surface Preparation Specification in Work Item 001.

7.5 Deliverables –

7.5.1 Provide a Master Red Line Mark up of Reference 2.1.1 depicting the installation of the new platform. The red line shall be updated as the next revision of the drawing. The final red line shall be submitted as a scan copy in an approved format.

7.5.2 Provide a Weight Report depicting the weight change (increase) for all the material needed to complete this work. The report shall provide Center of Gravity (CG) and location. The report shall be in an approved format.

7.5.3 Provide structural calculation and associated drawing(s) for the Transverse Deck Extension in AutoCAD 2012 minimum.

(End of Specification)

ITEM NO. 150 CATEGORY "A"

150-5

Reference 2.1.4 – Rescue Boat Embarkation Platform Sketch (1 of 3)

ITEM NO. 150 CATEGORY "A"

150-6

Reference 2.1.4 – Rescue Boat Embarkation Platform Sketch (2 of 3)

ITEM NO. 150 CATEGORY "A"

150-7

Reference 2.1.4 – Rescue Boat Embarkation Platform Sketch (3 of 3)

HULL STRUCTURAL CLOSURES

ITEM NO. 167-1 CATEGORY "A" 28SEP16

Escape Hatch Renewal NOAA

167-1 - 1

1.0 ABSTRACT: This item describes the requirement to renew three escape hatches on the NOAA Ship NANCY FOSTER.

2.1 Drawing NF-085-001 (Booklet of General Plans)

3.1 Z-Drive Scuttle: 8” steel coaming with 21” opening (Quantity 1)

3.2 Bow Scuttle: 7” steel coaming with 20” opening (Quantity 1)

3.3 Line Locker: 6” coaming with 18” opening (Quantity 1)

4.0 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICES:

4.1 The Government will provide payment for the services of an ABS Surveyor using a separate purchase order.

5.1 The Contractor and all subcontractors, regardless of tier must consult the General Technical Requirements (GTR) to determine applicability to this work item. In performance of this work item, the Contractor and all subcontractors regardless of tier must comply with the requirements of all applicable GTRs.

5.2 The Contractor and all subcontractors, regardless of tier, are advised to review other work items under this contract to determine their effect on the work required under this work item. Many of the definitions relating to performance of this work item are found in Work Item 001.

5.3 The Contractor shall determine and provide the exact quantities and additional material such as cable, connectors, cable hangers and studs, weld material, cable tags, interfaces, hoses, flanges, fitting, etc., which are not included in the list of materials, in order to install new structural modifications that meet the requirements of this specification.

6.1 The Contractor shall establish, document and maintain an effective quality assurance system to ensure and verify that the material, processes and procedures used comply with the requirements. QA documentation shall be available for Government review when requested.

HULL STRUCTURAL CLOSURES

167-1 - 2

6.2 The Contractor shall establish, document and maintain an effective weight control

7.1 Renew the four hatches referenced in 3.0. Tasking will include at a minimum:

7.1.1 Remove hatch lids.

7.1.2 Disassemble hatch components.

7.1.3 Blast coaming, lids, and appurtenances to bear metal

7.1.4 Paint new and disturbed surfaces.

7.1.5 Renew gaskets

7.1.6 Lubricate with new OEM-recommended grease.

7.1.7 Reassemble hatch components

7.1.8 Re-stencil “ESCAPE HATCH” similar to existing

7.2 Perform functional test and hose test of the renewed hatches to ensure they comply with ABS requirements for sealing and egress.

7.3 Painting – Preparation and painting new and disturbed surfaces to match the

HULL STRUCTURAL CLOSURES

167-1 - 3

(End of specification)

HULL STRUCTURAL CLOSURES

ITEM NO. 167-3 CATEGORY "A" 28SEP16

Watertight Door Renewal NOAA

167-3 - 1

1.0 ABSTRACT: This item describes the requirement to renew a watertight door on the

2.1 Drawing NF-085-001 – Booklet of General Plans

2.2 Drawing Cen-Tex Marine: 109-MS (Watertight Door, Quick Acting) ($7000.00)

3.0 ITEM LOCATION/ QUANTITY/DESCRIPTION: 01-Level, Centerline, Frame 11

4.0 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICES

4.1 Watertight Door, Quick Acting Lever, Cen-Tex Marine Fabricators, Inc.

4.2 The Government will provide payment for the services of an ABS Surveyor using performance of this work item, the Contractor and all subcontractors regardless of tier must comply with the requirements of all applicable GTRs.

5.2 The Contractor and all subcontractors, regardless of tier, are advised to review other work items under this contract to determine their effect on the work required under this work item. Many of the definitions relating to performance of this work item are found in Work Item 001.

5.3 The Contractor shall determine and provide the exact quantities and additional material such as cable, connectors, cable hangers and studs, weld material, cable tags, interfaces, hoses, flanges, fitting, etc., which are not included in the list of materials, in order to meet the requirements of this specification.

used comply with the requirements.

6.2 The Contractor shall establish, document and maintain an effective weight control

HULL STRUCTURAL CLOSURES

ITEM NO. 167-3 CATEGORY "A" 28SEP16

Watertight Door Renewal NOAA

167-3 - 2

7.1 Renew the existing quick acting, watertight door listed in 3.1 using the GFE replacement door listed in 4.1. Tasking will include at a minimum:

7.1.1 Remove label plates associated with existing door.

7.1.2 Remove and scrap existing door.

7.1.3 Install new door in accordance with manufacturer’s requirements and per

Reference 2.1.2.

7.1.4 Reinstall label plates on new door.

7.2 Perform successful functional test, chalk test, and hose test of the newly installed door in the presence of ABS Surveyor and to the satisfaction of the COR.

7.3 Renew insulation in way of door installation.

7.4 Painting – Preparation and painting new and disturbed surfaces to match the

HULL STRUCTURAL CLOSURES

ITEM NO. 167-4 CATEGORY "A" 28SEP16

Square Hatch Renewal NOAA

167-4 – 1

1.0 ABSTRACT: This item describes the requirement to renew a hatch on the NOAA Ship

NANCY FOSTER.

2.1 Drawing NF-085 – Booklet of General Plans (General Arrangements)

2.2 Drawing Cen-Tex Marine: 211-MS (Watertight Flush Hatch) ($7000.00)

3.1 01-Deck, Centerline, between Frames 42 and 44

4.1 Watertight Flush Hatch with frame, 48’ x 48”, Cen-Tex Marine Fabricators, Inc.

includes:

• Stainless steel coaming

• Hinge box

• Hinge pads

• Hinge pins

• Cover performance of this work item, the Contractor and all subcontractors regardless of tier must comply with the requirements of all applicable GTRs.

5.2 The Contractor and all subcontractors, regardless of tier, are advised to review other work items under this contract to determine their effect on the work required under this work item. Many of the definitions relating to performance of this work item are found in Work Item 101.

5.3 The Contractor shall determine and provide the exact quantities and additional material such as cable, connectors, cable hangers and studs, weld material, cable tags, interfaces, etc., which are not included in the list of materials, in order to

HULL STRUCTURAL CLOSURES

ITEM NO. 167-4 CATEGORY "A" 28SEP16

Square Hatch Renewal NOAA

167-4 – 2 used comply with the requirements. Any documents produced under this Work Item shall be available for review by the Government upon request.

6.2 The Contractor shall establish, document and maintain an effective weight control

7.1 Renew the existing flush square watertight hatch listed in 3.1 using the GFE replacement hatch listed in 4.1. Tasking will include at a minimum:

• Remove label plates associated with existing hatch.

• Remove and scrap existing hatch.

• Install new hatch in accordance with manufacturer’s requirements and per

Reference 2.1.2.

• Reinstall label plates on new hatch.

7.2 Perform successful functional test, chalk test, and hose test of the newly installed hatch in the presence of the ABS Surveyor and to the satisfaction of the COR.

7.3 Renew insulation/lagging in way of hatch installation.

7.4 Painting - Preparation and paint new and disturbed surfaces to match the surrounding areas in accordance with Work Item 001 and the applicable SSPC:

The Society for Protective Coatings Surface Preparation Specification.

HULL STRUCTURAL CLOSURES

ITEM NO. 167-5 CATEGORY "A" 28SEP16

Double Door Installation NOAA

167-5 - 1

1.0 ABSTRACT: This item describes the requirement to replace an existing roll-up door with GFE weather tight double doors on the NOAA Ship NANCY FOSTER.

2.1 Drawing NF-085-001 Booklet of General Plans

2.2 Drawing Freeman Marine: 1610 (Double Weather Tight) ($3500.00)

3.0 ITEM LOCATION/ QUANTITY/DESCRIPTION: Damage Control Locker 01-40-2-Q

4.1 Weathertight double doors with bolt-on frame, Freeman Marine door model 1610, 48” x 68”

4.2 The Government will provide payment for the services of an ABS Surveyor using performance of this work item, the Contractor and all subcontractors regardless of tier must comply with the requirements of all applicable GTRs.

5.2 The Contractor and all subcontractors, regardless of tier, are advised to review other work items under this contract to determine their effect on the work required under this work item. Many of the definitions relating to performance of this work item are found in Work Item 001.

5.3 The Contractor shall determine and provide the exact quantities and additional material such as cable, connectors, cable hangers and studs, weld material, cable tags, interfaces, hoses, flanges, fitting, gaskets, etc., which are not included in the list of materials or paragraph 4.0, in order meet the requirements of this used comply with the requirements.

6.2 The Contractor shall establish, document and maintain an effective weight control

HULL STRUCTURAL CLOSURES

ITEM NO. 167-5 CATEGORY "A" 28SEP16

Double Door Installation NOAA

167-5 - 2

7.1 Remove and dispose of the existing roll-up door from the Damage Control Locker (01-40-2-Q).

7.2 Install new GFE weathertight double doors assembly referenced in Section 4.1 in accordance with equipment manufacturers guidelines.

7.2.1 Install new ¼ inch 10.4-pound mild steel plate to establish a watertight bulkhead with stiffeners to match the surrounding structure and to support the new weathertight double doors installation.

7.2.2 Insert a new 4-inch sill plate above the existing door sill plate, sized to fit the new weathertight double doors.

7.2.3 Install the new weathertight double doors in accordance with Reference 2.1.2.

7.3 Perform successful functional test, chalk test, and hose test of the newly installed weathertight double doors in the presence of ABS and to the satisfaction of the

COR.

7.4 Renew insulation and lagging in way of door installation.

7.5 Painting – Preparation and painting new and disturbed surfaces to match the

ITEM NO. 230 Category “A” 28SEP16

MOE/TBL

DIESEL ENGINE EXHAUST AND MUFFLERS

230-1 l.0 ABSTRACT

1.1 This item describes cleaning of the 4 diesel engines’ exhaust and muffler systems.

2.0 REFERENCES/ATTACHEMENTS:

2.1 NOAA Drawing, NF 256-6500974 – Diesel Exhaust System

3.0 ITEM LOCATION/DESCRIPTION:

3.1 Location: Engine Room and Exhaust Stacks

3.2 Item description:

Item QTY Description 1 4 sets Fasteners/Hardware rated for 5000 degrees F 2 4 sets Gasket - Muffler

5.0 NOTES:

5.1 The Contractor shall comply with all requirements of the vessel’s equipment tag out program prior starting work.

5.2 Prior to the start of work, the Contractor shall contact the Chief Engineer to coordinate the implementation of the Tag-Out Program for the entire performance period of this item. The Prime Contractor shall be responsible for compliance by both prime and subcontractor personnel.

5.3 The Contractor shall determine and provide the exact quantities and additional material such as cable, connectors, cable hangers and studs, weld material, cable tags, interfaces, etc., which are not included in the list of materials, in order to meet the requirements of this specification.

6.1 All work is to be inspected and approved by the Port Engineer. The Port Engineer is to inspect for cleanliness after cleaning and prior to closing up of enclosures.

6.2 The Contractor shall establish, document and maintain an effective weight control system to record all weight changes, additional and deletions and provide a weight change breakdown upon completion of the this work.

7.1 Remove the mufflers from the exhaust piping for the three (3) Ship’s Service Diesel Generators.

7.2 Remove all exhaust blankets for the muffler and SSDG exhaust piping and temporary label for reinstallation from the muffler and exhaust piping. Save the exhaust blankets reinstallation.

ITEM NO. 230 Category “A” 28SEP16

230-2

7.2.1 The Contractor shall provide a condition report on the condition of removed exhaust blankets. The report shall include the visual condition noting any rips, tears, or deteriorating seams in each blanket removed to the NOAA COR. The Condition report will include images of the noted condition. The Contractor, with NOAA approval, is authorized to repair existing rips and tears with an approved and rated patching method.

For items not approved the Contractor will provide new blankets after an approved change order is in place from the NOAA Contracting officer. The NOAA COR cannot authorize nor shall the Contractor take action on the new exhaust blankets without authorization from the Contracting Officer.

7.3 The mufflers shall be cleaned at the Contractor’s facility using an approved pressure washing method for the interior and exterior surfaces.

7.3.1 The cleaning of the mufflers shall remove all soot and debris. The Contractor shall allow the mufflers to adequately dry for inspection.

7.3.2 The Contractor shall make sure all seating surfaces are smooth, clean and free of debris.

The seating surfaces shall be inspected by the NOAA COR before installation.

7.4 The Contractor shall clean the SSDG exhaust pipes from the muffler connection through to the exterior pipe terminus.

7.5 The Contractor shall temporarily remove the exhaust blankets and temporarily label from the main engine muffler. Save the exhaust blankets for reinstallation.

7.5.1 The Contractor shall provide a condition report on the condition of removed exhaust blankets. The report shall include the visual condition noting any rips, tares or deteriorating seams in each blanket removed to the NOAA COR. The Condition report will include images of the noted condition.

7.6 The mufflers shall be cleaned at the Contractor’s facility using an approved pressure washing method for the interior and exterior surfaces.

7.6.1 The cleaning of the mufflers shall remove all soot and debris. The Contractor shall allow the mufflers to adequately dry for inspection.

7.6.2 The Contractor shall make sure all seating surfaces are smooth, clean, and free of debris.

The seating surfaces shall be inspected by the NOAA COR before installation.

7.7 The Contractor shall clean the main engine exhaust pipes from the muffler connection through to the exterior pipe terminus.

7.8 The Contractor shall reinstall the mufflers for each SSDG and Main Engine using new gaskets (item

2) and new fasteners with bolts (Item 1) rated for 5000 degrees F.

CHECKPOINT – PERFORM OPERATIONAL TEST PER PARAGRAPH 7.10

7.9 After successful completing the testing outlined in paragraph 7.10, the Contractor shall reinstall the insulation blankets removed in paragraph 7.2 for the SSDG and paragraph 7.5 for the main engine in the same relative location as removed per their temporary labeling.

ITEM NO. 230 Category “A” 28SEP16

230-3

7.10 Inspection/Test

7.10.1 Operational:

1. The Contractor working with the NANCY FOSTER Engineering Department shall perform a heat run and leak test to ensure all connections are proper and tight for each diesel engine exhaust and muffler for the area affected by the Contractor in the performance of this SOW.

2. The Contractor shall fix any identified leaks or abnormalities identified during the heat run test affected by this SOW.

3. The test will continue for a minimum of 1 hour or as desired by the NANCY FOSTER Engineering Department.

4. The Contractor working with the NANCY FOSTER engineering department shall torque each bolt/nut after the engines have cooled to ambient temperature to ensure all connections are in specification.

5. The Contractor working with the NANCY FOSTER Engineering Department shall perform a second heat run and leak test to ensure all connections are proper and tight for each diesel engine exhaust and muffler.

6. If additional leaks or abnormalities are identified, the contractor will repeat paragraphs 4 and 5 until no leaks are found in the exhaust and muffler systems.

8 GENERAL REQUIREMENTS: None additional

End of Specification

ITEM NO. 300 Category A 28SEP16

MOE/TL

MISC ELECTRICAL REPAIRS

300-1 l.0 ABSTRACT

1.1 This item describes cleaning and torqueing of the main and emergency switchboards.

2.0 REFERENCES/ATTACHEMENTS:

2.1 ATTACHEMENTS: US Standard Bus Connection Bolt Torque Values.

3.1 Location: Main Control and Emergency Generator Rooms

4.0 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICES: None additional

5.1 The Contractor shall comply with all requirements of the vessel’s equipment tag out program prior starting work.

5.2 Prior to the start of work, the Contractor shall contact the Chief Engineer to coordinate the implementation of the Tag-Out Program for the entire performance period of this item. The Prime Contractor shall be responsible for compliance by both prime and subcontractor personnel.

6.1 All torque values shall be determined using Reference 2.1 and verified.

6.2 All work is to be inspected and approved by the Port Engineer (PE) and/or Chief

Engineer (CME). The PE/CME is to inspect for cleanliness after cleaning and prior to closing up of enclosures.

7.1 Accomplish the following to clean the ship’s main and emergency switchboards.

This work will be done separately. Starting with one switchboard and completing all work and getting the necessary sign offs before starting the other switchboard.

The procedure below will be repeated for both switchboards.

300-2

7.1.1 Thoroughly vacuum with HEPA vacuum cleaners and/or blow with clean, dry, compressed air, all dust, dirt, carbon, film, etc., from all internal electrical/electronic components and all interior surfaces of the ship’s main switchboard.

• Cleaning is to be accomplished in such a manner as to mitigate re-contamination of cleaned areas.

• Workers are to be grounded to the enclosures to prevent damage to circuitry.

7.1.2 Cleaning by wiping all interior surfaces, wiring, bus bars, circuit breakers, and components in the respective switchboards (Main and Emergency).

This cleaning is also to include the interior surfaces of the actual enclosure and covers for subject equipment.

• The use of cleaning solvents, the type of cleaning solvents, and what components are being cleaned with solvents of any type is to be coordinated with the PE/CME prior to use of such materials. No solvents or chemicals containing chlorides will be permitted.

• Cleaning is to be accomplished with lint-free rags.

7.1.3 Visually inspect all electrical connections and components.

7.1.4 The ship’s service section of the switchboard will require that the ship’s power be secured. Cleaning is to be coordinated with the PE/CME.

Contractor is to provide temporary lighting, ventilation, generator, and other required equipment while that power is secured to clean this section.

In lieu of a generator, 460VAC, 3-phase, and 120VAC, single phase power is to be available on the pier.

7.1.5 Upon completion of cleaning each section or piece of equipment, tighten all electrical connections using properly calibrated torque wrenches to match rated torque values for various sized bolts, screws, and other fittings. Use extraordinary care and do not over-tighten connections. See attachment (1) for reference. The calibration must have 6-months or more time on the calibration to be used starting from the date the switchboard work starts and not the contract start date.

300-3

• Provide calibration documentation for each torque wrench on the job site.

End of Specification

300-4

PEARL Reconditioning Standards

U. S. STANDARD BUS CONNECTION BOLT

TORQUE VALUES

Revision Section Number Date 6001 3 2-11-03

TABLE 1

U. S. Standard Bus Connection

Bolt Torque Values Heat Treated Steel – Cadmium Or Zinc Plated

GRADE SAE 1 & 2 SAE 5 SAE 7 SAE 8

MINIMUM

TENSILE

(P.S.I.)

64K 105K 133K 150K

BOLT

DIAMETER

(IN INCHES)

TORQUE (FOOT POUNDS)

1/4 4.0 5.6 8.0 8.4 5/16 7.2 11.2 15.2 17.6 3/8 12.0 20.0 27.2 29.6 7/16 19.2 32.0 44.0 48.0 1/2 29.6 48.0 68.0 73.6 9/16 42.4 70.4 96.0 105.6 5/8 59.2 96.0 133.6 144.0 3/4 96.0 160.0 224.0 236.8 7/8 152.0 241.6 352.0 378.4

1.0 225.6 372.8 528.0 571.2

300-5

Silicon Bronze Fasteners* Torque (Foot-Pounds)

Bolt Diameter in Inches Non-Lubricated Lubricated 5/16 15 10 3/8 20 14 1/2 40 25 5/8 55 40 3/4 70 60

* Bronze alloy bolts shall have a minimum tensile strength of

70,000 pounds per square inch.

300-6

6001 - 1 PEARL

PEARL Reconditioning Standards

U. S. STANDARD BUS CONNECTION BOLT

TORQUE VALUES

Revision Section Number Date 6001 3 2-11-03

Stainless Steel Fasteners**

Torque (Foot Pounds)

Bolt Diameter in Inches Uncoated 5/16 14 3/8 25 1/2 45 5/8 60 _ 90

** Bolts, cap screws, nuts, flat washers, locknuts: 18-8 alloy. ** Belleville Washers: 302 alloy.

Aluminum Alloy Fasteners*** Torque (Foot Pounds)

Bolt Diameter in Inches Lubricated 5/16 8.0 3/8 11.2 1/2 20.0 5/8 32.0 3/4 48.0

*** Aluminum alloy bolts shall have a minimum tensile strength of 55,000 pounds per square inch.

ITEM NO. 503 CATEGORY "A" .

MODIFICATION TO GALLEY DRAINS NOAA/MEB/TBL

503-1

1.0 ABSTRACT: This item describes the requirement to install three (3) clean out in the drain line for the Dishwasher, Galley and Sink Garbage Grinder.

2.1 Drawing NF-085-001 Booklet of General Plans

2.2 Drawing NF-529-002 – Plumbing Drain Piping System

3.1 Galley, 1-28-1-Q

3.2 Passage 1.5-29-0-T

performance of this Work Item, the Contractor and all subcontractors, regardless of tier, must comply with the requirements of all applicable GTRs.

5.2 The Contractor and all subcontractors, regardless of tier, are advised to review other Work Items under this contract to determine their effect on the work required under this Work Item. Many of the definitions relating to performance of this work item are found in Work Item 001.

5.3 The Contractor shall determine and provide the exact quantities and additional material such as cable, connectors, cable hangers and studs, weld…