Statement_of_Work_R.pdf

SECTION 1: STATEMENT OF WORK

2015 Shipyard Repairs for NOAA R/V Southern Journey

1. BACKGROUND

The contractor shall provide shipyard repair services for NOAA R/V Southern Journey (F 7701).

The R/V Southern Journey (attachments 1 & 2) is a Small Research Vessel owned and operated by the Southeast Fisheries Science Center, under the U.S. Department of Commerce, National Oceanic and Atmospheric Administration (NOAA). See Attachment A and B for vessel photographs.

Vessel Characteristics:

LOA: 77 feet Beam: 22 feet Draft: 10.0 feet Displacement Tonnage: 183 Tons Hull Material: Steel Homeport: NOAA Dock Facility

202 Delmas Ave.

Pascagoula, MS 39567

2. SCOPE/OBJECTIVE

This maintenance is to increase the life cycle and will allow the vessel to continue safely performing the missions of the NOAA, Southeast Fisheries Science Center.

3. EVALUATION

Priorities for evaluation are as follows:

1. Past Performance;

2. Familiarity and Experience with similar vessels (length/tonnage and mission);

3. Price; and

4. Timeliness in completing tasks and returning the vessel to service

4. PREQUOTE SITE VISIT

Potential bidders are strongly encouraged to inspect the vessel to understand the expected work requirements being requested. The vessel will be available for a prequote inspection at 202 Delmas Ave in Pascagoula, MS between July 2830, 2015 between 08:00 14:00:00 CDST.

Please contact Kendall Falana at (228)5491761 or Wayne Hoggard (228)5491766 to schedule a visit.

5. COMPLIANCE

All work shall be performed in strict compliance with Federal, State, and Local laws and regulations.

6. GOVERNMENT REPRESENTATIVE(S)

The Onsite Technical Supervisor is David Saksa at (228)2181649 or (228)5491780. The Contracting Officers Representative (COR) is [TBD]. The Onsite Supervisor will monitor the performance of the Contractor and keep the COR and Contracting Officer informed of the contractors performance.

7. PERIOD OF PERFORMANCE AND GEOGRAPHIC CONSIDERATIONS

The period of performance shall be from Tuesday, September 15, 2015 through Friday, October 30, 2015. While in the shipyard the vessel crew may conduct minor maintenance work when such work does not conflict nor interfere with Contract obligations. Contract work always takes precedence.

Vessel crew normal workdays are Monday through Friday except US Federal Holidays. Crew typically work eight (8) hours per day, 40 hours per week. Core hours of work are from 0700 to 15:30 daily. The Contractor shall inform vessel crew of weather or security closures, as well as last minute schedule changes.

All repairs and maintenance shall be performed at a local shipyard within a 50 mile commuting radius of the vessel’s homeport in Pascagoula, MS. The onsite technical supervisor will be available during normal work days of the contract period and commute to and from the shipyard.

8. GOVERNMENT FURNISHED MATERIAL/EQUIPMENT

The government will make the vessel available at the agreed place and time. The government shall provide additional zincs if required and the transducer to be mounted. The government shall not furnish any other materials, services, equipment, labor, or facilities to fulfill this contract, except as otherwise indicated. The Contractor shall provide all materials, services, equipment, labor, and facilities necessary to perform the work specified.

9. TASKS

Install, remove, repair or restore, and replace items identified in tasks below. Complete identified tasks to restore seaworthiness of vessel to its original design condition using materials that are same as the original equipment manufacturer (OEM) product. All products and services shall be of commercial grade and meet or exceed OEM. All paint and applications shall be applied as per manufacture’s recommendations and approved by the local paint representative.

The Contractor shall furnish all labor, services, and associated materials, and remove and replace all interferences necessary to complete identified tasks. No changes are allowed without prior written approval of Contracting Officer.

The Contractor shall:

9.1. HAUL OUT AND SECURELY BLOCK VESSEL

Vessel is to be evenly supported and securely braced. Dry dock, marine railway, or “travel lift” facilities are acceptable. The vessel shall be lifted by a sling or crane that allows for even, vertical support of the entire vessel.

The vessel may be blocked after haul out; blocking shall be 100% compliant with industry and USCG standards.

Power source shall be nearby

Water source shall be available

9.2. NEAR WHITE BLAST, ZINC AND PAINT THE HULL FROM THE CAP

RAIL to KEEL

Remove and reinstall existing zincs on the vessel, if new zincs are required the Government will be responsible for providing the replacement zincs.

Follow the manufactures specifications for surface preparation and paint application Underwater Hull Area Paint specifications should be equal to or exceed:

Ameron 235 epoxy primer ( 2 coats) 10 Dry Film Thickness (DFT) mils.

Ameron ABC#3 antifouling paint (2 coats) 10 DFT mils.

Freeboard Above Waterline Paint specifications should be equal to or exceed:

Ameron Dimetcote 302 H Zinc Primer 24 DFT mils.

Ameron 235 Epoxy 56 DFT mils.

Americoat 450H Polyurethane 23 DFT mils.

9.3. REMOVE SHAFTS, PROPS AND REPLACE CUTLASS BEARINGS

Balance the shafts New cutlass bearings in both shafts Remove props and provide a means of loading onto government vehicle/trailer The government will be responsible for prop polishing and refurbishing

9.4. REMOVE RUDDER POST AND REPLACE CUTLASS BEARINGS

Install new rudder cutlass bearings top and bottom

9.5 REMOVE EXISTING TRANSDUCER AND WELD NEW MOUNT

Fabricate patch plate with new transducer mounted and weld 100% in place

See attachment 3 Government will provide transducer and mounting instructions

9.6 REMOVE EXISTING CAPRAIL AND REPLACE WITH STAINLESS PIPE

Contractor shall remove 69 feet of existing stern main deck bulwark cap rails to include removal of the existing welds and replace with 2 1/2” schedule 40, 308 or 316 stainless pipes. The pipes shall be fully welded on both sides with 308/316 stainless welding rods. The pipes shall follow the existing stern cutout. All surfaces shall be properly prepared and cleaned prior to welding.

9.7 BLAST INSIDE OF STERN FUEL TANKS (2) TO BARE METAL

INSTALL FUEL BAFFELS AND TONNAGE BULKHEAD IN EACH TANK

Thoroughly clean the tanks of sand and debris Pressure test both tanks for leaks Install two (2) baffles positioned fore and aft in each stern fuel tank. Dimensions are approximately 8.2 feet by 4.5 feet. Baffle plate material can be either 3/16” or ¼” steel plate and each must be supported by 2” x 2” angle iron. Position of the baffle should allow 18” clearance from the bottom of the each fuel tank and 6” from the top of the tank. The two baffles in each tank shall be spaced 3 feet from the edge of the tank and be 3 feet apart if space allows.

Install two (2) tonnage bulkheads, from the outboard side of each fuel tank to the inboard side of the tank. Each tank bulkhead will be approximately 9 feet x 7 feet and should be constructed from ¼” plate welded in place. Corners should be cut to allow fuel to move freely and an access opening should be cut in each bulkhead to allow tank inspection fore and aft of the bulkhead. The access opening should begin 20” from the bottom of the bulkhead with vertical and horizontal dimensions of 22” Note: Access way should be large enough for a person to crawl through

9.8 Cut out two hatch covers and weld out solid steel plate with same material thickness as surrounding deck. Provide additional bracing as required to support the new deck plates.

9.9 Near white blast main back deck, bulwarks, and clean before painting Follow the manufactures specifications for surface preparation and paint application

Main Deck Paint specifications should be equal to or exceed:

Ameron Dimecote 302H Zinc Primer 34 Dry Film Thickness (DFT) mils.

Ameron Amerlock 2/400 8 DFT mils.

Ameron 888 Nonslip additive 8 DFT mils.

Bulwarks Paint specifications should be equal to or exceed:

Ameron Dimetcote 302 H Zinc Primer 24 DFT mils.

Ameron 235 Epoxy 56 DFT mils.

Americoat 450H Polyurethane 23 DFT mils.

Optional Tasks Pending Available Funding:

A. Purchase and install (2) quick acting, 6 dog watertight doors in the forward berthing area & engine room

Door sizes are approximately:

18 ½” x 48 ½” Engine room, Center of hinge attachment 14 ¾” 22 7/16” x 60 ¾” Forward Berth, Center of hinge attachment 26 ¾” Note: Contractor will be responsible exact measurements and proper seal.

B. Provide additional steel ballast and securely weld to the keel. Results from the vessel’s pending incline test will determine if additional ballast is required. Should the government exercise this option, the steel weight required and location of attachment will be provided at the time of award.

10. DELIVERABLES

The contractor shall deliver certification documentation and all necessary personnel, equipment, and materials to perform work described in Section 9 (TASKS) in order to meet contract requirements. Timeliness in completing tasks and returning the vessel to service is a high priority. Contractor shall provide start and completion dates in their quote package.

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Deliverable Description Due Date Deliver To

1 N/A Certificate of Insurance Certificate of Insurance according to CAR Clauses 1352.27179 and 1352.271

Five (5) days after award

COR

2 N/A List of Subcontractors List of Subcontractors working or expected to perform on this project

Five (5) days after award

COR

3 N/A List of Qualified Welder(s)

List of Qualified Welder(s) working on the project

Five (5) days after award

COR

4 N/A Key Personnel Key Personnel with contact information Five (5) days after award

COR

11. RELATED DOCUMENTS

The following NOAA Standard Specifications apply to this project and shall be followed when applicable. See Attachment 1 for specification details.

1) NOAA Standard Specification AMC0003C, “General Requirements for Small Contract Ship Repairs”

2) American Bureau of Shipping (ABS), 2006, "Rules for Building and Classing Steel Vessels under 90 Meters (295 feet) in Length"

3) American Bureau of Shipping (ABS), 2004, Guide for Nondestructive Inspection of Hull Welds

4) U. S. Coast Guard Navigation and Vessel Inspection Circular (NVIC) 768

12. SUBMITTALS

No less than five (5) business days prior to the start of work, the Contractor shall submit the following in writing to the Contract Officer Representative (COR):

1) List of any Subcontractors

2) List of Qualified Welders, including name, type of qualification, and date of last qualification test.

3) List of Key Personnel

4) List of Emergency Phone Numbers

5) Certificate of Insurance

13. CONDITION FOUND REPORTS (CFR)

The COR shall be notified in writing of any conditions found which may impact the performance of the work or administration of the contract, including a detailed description of the condition and any proposed or requested solutions. No changes to the statement of work are authorized without written approval from NOAA.

14. SMOKING

Smoking aboard the vessel is prohibited.

15. APPROVAL FOR WELDING

Due to the presence of sensitive electronics onboard, WELDING SHALL NOT PROCEED until a NOAA electronic technician has made all equipment safe for welding and approval to proceed has been granted by the COR or a designated NOAA representative.

16. QUALITY CONTROL

Quality assurance/control is the sole responsibility of the Contractor. The COR may delegate inspection responsibilities to designated NOAA personnel. The designated NOAA inspectors will monitor the progress of work done by the Contractor. If, during the performance of work the NOAA Inspectors witness work that fails to meet the specifications, work that is otherwise unsatisfactory, or conditions which may lead to an unsatisfactory end product, the inspectors will alert the COR who will advise the Contractor of the deficiency.

17. INTERFERENCES/OBSTRUCTIONS

The Contractor shall remove all interferences and obstructions necessary to complete the required work without regard to whether interferences are indicated under specification work items. This may include the removal of machinery, piping, ducts, wiring, insulation, structure and anything else which interferes with the proper accomplishment of a work item. While awaiting reinstallation and restoration, the Contractor shall maintain and protect interferences.

Unless otherwise authorized by NOAA, upon completion of required work, the Contractor shall reinstall/restore interferences to their original configuration and condition.

18. DAMAGES

Any damages caused by the Contractor in performance of this contract shall be repaired at the Contractors expense.

19. ENVIRONMENTAL IMPACT

Work under this contract must be accomplished in such a way as to minimize the potential of environmental impact by operating in an environmentally responsible manner and to the extent possible through the use of environmentally friendly procedures, services, and products.