SOW_HASSLER_FY16_DD_REV_2.pdf

STATEMENT OF WORK

FY16 DRY DOCKING

NOAA SHIP FERDINAND R. HASSLER

S250

February 2, 2016

REVISION 2

VESSEL PARTICULARS

LENGTH (LOA): 37.7 m (123.7 ft)

BREADTH AT MAIN DECK: 16.4 m (53.8 ft)

BREADTH AT PONTOON, MAX: 18.5 m (60.7 ft)

DEPTH: 7.0 m (23.0 ft)

DRAFT, MAX: 3.95 m (12.96 ft)

DISPLACEMENT, MAX: 744.4 tonnes (732.6 long tons)

GROSS TONNAGE (ITC): 809

HULL: Welded Steel

REVISION HISTORY

Revision Work

Item

Description Date Approved

117, 118, 119, 303

Update 117, 119 & 303 Make 118 Option Item 306 Move 119 to 118

2 FEB 16

WKL

2 101.2, 101.4, 101.5,101.10 , 102, 104, 106, 107, 110, 202, 203,302, Update 101.2, 101.4, 101.5,101.10, 102, 104, 106, 107, 110, 302

Addition 202, 203

18 FEB 16 DPJ

NOAA SHIP FERDINAND R. HASSLER

WORK ITEM INDEX

100 SERIES – REQUIRED CLASS A ITEMS

ITEM 101 GENERAL REQUIREMENTS

ITEM 102 DOCKING AND UNDOCKING

ITEM 103 BOUYANCY APPENDAGES

ITEM 104 PROPULSION SHAFTING

ITEM 105 LINESHAFT BEARING INSPECTION

ITEM 106 PROPELLER REMOVAL AND REINSTALLATION

ITEM 107 SEA VALVES

ITEM 108 ANCHOR AND CHAIN

ITEM 109 RUDDER REMOVAL AND INSTALLATION

ITEM 110 UNDERWATER HULL PRESERVATION

ITEM 111 HULL FREEBOARD PRESERVATION

ITEM 112 FLOAT COATING

ITEM 113 HATCH INTEGRITY TESTING

ITEM 114 CO2 SYSTEM SURVEY

ITEM 115 STABILITY TEST

ITEM 116 MASCOAT INSULATION

ITEM 117 DOPPLER SPEED LOG REPLACEMENT

ITEM 118 ADCP INSTALLATION

200 SERIES – OPTIONAL CLASS B ITEMS

ITEM 201 ADDITIONAL WORK ITEMS

ITEM 202 LAYDAYS

ITEM 203 ADDITIONAL TEMPORARY BERTHING/ HOTEL ACCOMMODATIONS

300 SERIES – OPTIONAL CLASS C ITEMS

ITEM 301 BOW THRUSTER REMOVAL

ITEM 302 BOW THRUSTER SURVEY

ITEM 303 RESON 7111 MULTIBEAM SONAR REPAIR

ITEM 304 DECK NON-SKID RENEWAL

ITEM 305 HEAT EXCHANGER CLEANING

ITEM 306 UPGRADE PHONE, PUBLIC ADDRESS AND GENERAL ALARM SYSTEM

NOAA Ship FERDINAND R. HASSLER ( S250 )

GENERAL REQUIREMENTS

ITEM NO. 101.1 SWBS 001 2 FEB 2016

Intent, Scope, General Requirements, Definitions REV 1

Item 101.1 -

1. ABSTRACT

1.1. This item describes the intent, scope, general requirements, and definitions that apply to this Work

Package.

2. REFERENCES

2.1. NOAA General Technical Requirements (GTRs)

3. ITEM LOCATION/DESCRIPTION:

3.1. Aspects of the ship and shore support facilities as described in the work package.

4. GOVERNMENT FURNISHED MATERIAL/EQUIPMENT/SERVICE: None

5. NOTES: None

6. QUALITY ASSURANCE REQUIREMENTS: None Additional

7. STATEMENT OF WORK REQUIRED

7.1.1. SCOPE

a. This Work Package, accompanying contract, and As-Built Drawings define the scope of work to be performed.

b. In case of a difference or conflict between the referenced As-Built Drawings and the work items, the work items shall govern. Any omissions from the drawings, or from this work package, of details or work that is necessary to fulfill the intent of this work package or that is customarily performed in the industry, do not relieve the contractor from his/her obligation to perform such work.

c. Prepare working drawings, submit them to the COR and Regulatory Bodies for approval, and accomplish work in accordance with the working drawings as approved. Working drawings shall be approved prior to commencement of any work requiring such drawings. Submit a working drawing schedule. COR shall provide drawing numbers as requested by the contractor.

d. Provide labor and materials necessary to complete work items in the Work Package. Rig and unrig, connect and disconnect stage and un-stage, and remove, replace, and relocate any interference necessary to accomplish each work item in the Work Package. Unless specifically identified as GFE/GFM, equipment, material, and labor shall be Contractor furnished.

e. Perform inspections, tests, and trials to demonstrate total compliance with the Work Package requirements.

GENERAL REQUIREMENTS

7.2. UNIVERSAL REQUIREMENTS

7.2.1. Within the scope of this Work Package, complete each work item in accordance with appropriate

General Technical Requirements (GTRs) as found in Reference 2.1.

7.2.2. Where a work item has special requirements that differ from the GTRs, the requirements of the work item shall govern. Where there are no special requirements invoked, then the GTRs shall govern.

7.2.3. Work items and As-Built Drawings provided by the Government to the Contractor do not fully describe all work required to meet regulatory requirements. The Contractor shall ensure that work complies with regulatory requirements in accordance with Reference 2.1, GTR No. 1. The cost of meeting regulatory requirements shall be borne by the Contractor. The Contractor shall be responsible for scheduling of ABS surveys and the cost and scheduling of all other regulatory services. Where a work item requires the contractor to develop working drawings and obtain ABS review and approval of those working drawings, the contractor shall bear these costs.

7.2.4. Where a work item does not invoke any particular GTR, it is the responsibility of the Contractor to identify and perform in accordance with relevant GTRs.

GENERAL REQUIREMENTS

7.2.5. The Contractor shall obtain all necessary compliance and approval certificates and documents and submit them to the COR. This includes but is not limited to:

a. Original stamped documents of each approved drawing for work performed during the availability.

b. Original stamped documents of each regulatory test and inspection performed during the availability.

c. A chronological file of all correspondence between the Contractor (or sub-contractor) and all regulatory bodies.

d. Prepare and submit reports, drawings, and other documents required per the above paragraphs.

7.3 DEFINITIONS

7.3.1 Definitions. The following terms in alphabetical order shall have meanings as indicated below:

7.3.1.1 Article - means a separately lettered part of a work item of the Work Package. Articles in different items may bear the same number; hence, to identify an article completely, the item of which it is a part must be specified.

7.3.1.2 As-original - means a condition meeting the original system and manufacturer’s design.

GENERAL REQUIREMENTS

7.3.1.3 As-Found - means the condition which was found upon close inspection by an individual with knowledge on the item(s) in question. It is intended that the observations will find all relative conditions, both those requiring repairs and those not. The contractor will report all conditions, normal and degraded. When reporting “As Found” condition the information shall be stated, clearly, concisely, and with enough detail so as to allow for preparation of a work statement and estimate.

Include annotated sketches, graphs, and photographs when necessary to make a report clearly understandable to the COR. Identify actual readings/dimensions taken. When a Work Item does not require a report, and one is determined to be necessary in order to produce a reliable or complete repair, submit one legible copy, in hard copy or electronic media, of a report with supporting data as early as possible in the contract period. The goal is to have required work completed within the original contract period.

7.3.1.4 As Released- means the condition of the item that exists at time it is returned to the government. Include annotated sketches, graphs, and photographs when necessary to make a report clearly understandable to the COR. Identify actual readings/dimensions taken. It shall include a summary of corrective actions made by the contractor and list any known degraded conditions.

7.3.1.5 Category A – means a “definitized” work item for which a firm fixed price has been established and will be executed during the period of performance and included in the base contract.

7.3.1.6 Category B – means a work item or CLIN which identifies additional labor, materials or services, whereby a unitized price or total price has been established and may, or may not be invoked during the period of performance of the contract by the NOAA Contracting Officer.

7.3.1.7 Category C – means a “definitized” work item which identifies additional repairs, labor, materials or services, whereby a unitized price or total price has been established and may, or may not be invoked during the period of performance of the contract by the NOAA Contracting Officer.

7.3.1.8 CFE and CFM - identify Contractor Furnished Equipment (CFE) and Contractor Furnished Material (CFM), and are used interchangeably.

7.3.1.9 COR - Contracting Officer’s Representative (COR).

7.3.1.10 Contracting Officer - identifies the Contracting Officer for NOAA.

7.3.1.11 Contractor - identifies the shipyard holding the prime contract for the work specified in this Work Package.

GENERAL REQUIREMENTS

7.3.1.12 Delivery – The term “delivery” is the correct contractual term for the point in time when the Contractor accepts the ship into his custody. The point where the ship is “delivered” is stated in the Delivery, Care, Re-delivery item as it is dependent on steaming, towing, etc.

7.3.1.13 Detach or Disconnect - means to disconnect all attachments to the unit to enable the unit to be moved. Attachment points shall be tagged, identified, blanked, and protected to facilitate reinstallation. Work items do not necessarily identify interferences, and the Contractor is responsible for the identification and resolution of interferences affecting a detachment and subsequent movement.

7.3.1.14 Extend - See “install” definition.

7.3.1.15 General Technical Requirements (GTRs) - defines the standards of performance for work being performed by Contractors.

7.3.1.16 GFE and GFM - identify Government Furnished Equipment (GFE) and Government Furnished Material (GFM), and are used interchangeably.

7.3.1.17 HAZWASTE – Hazardous wastes are those RCRA identifies in one of four hazardous waste lists (F-list – 40 CFR 261.31, K-list – 40 CFR 261.32, P-list 40 CFR 262.32, or U-list 40 CFR 261.32), or exhibits at least one of four characteristics – ignitability, corrosivity, reactivity or toxicity as defined in 40 CFR Part 261, Subpart C.

GENERAL REQUIREMENTS

7.3.1.18 Install, Extend, and Modify - means that the Contractor shall provide the piece of equipment, material, or system to be installed and shall provide the materials, structural supports, and labor to attach, connect, and test the equipment or system to effect a finished fully operational installation complete in all aspects. In addition:

a. When new material or equipment is not specified by type, the material or equipment shall be identical to the existing. When “install” is used with reference to GFE, conditions of the above definition except the requirement to provide the piece of equipment are applicable.

b. Work items do not necessarily identify interferences and the Contractor is responsible for the identification and resolution of interferences affecting the installation by temporarily removing, reinstalling, or relocating interferences.

The Contractor shall temporarily remove, permanently relocate, alter, and reroute all interferences, including, but not limited to, ductwork, piping, wireways, fixtures, insulation, joiner linings, equipment, furniture, etc., to facilitate finished fully operational installations and modifications covered by this Work Package. In the event that piping, ductwork, equipment, linings, etc., must be temporarily removed to facilitate installation of new or modified work, the Contractor shall subsequently reinstall same in an “as original” condition. This includes but is not limited to painting of steel, restoring floor coverings and joiner work, painting, replacing items and equipment removed for access, plugging wiring and pipe penetrations, and restoring all other disturbed areas to match the surrounding areas. Disturbed coating shall be repaired.

GENERAL REQUIREMENTS

7.3.1.19 Interference - means any object(s), equipment(s), system(s), or component(s) that must be temporarily removed and reinstalled, relocated, modified or designed around to facilitate the installation of new or modified equipment or systems.

7.3.1.20 Labor and Materials - means labor, materials, plant facilities, supervision, services, equipment, and any other resources required to accomplish the specified work.

7.3.1.21 Manifests - are the official shipping document forms originated and signed by the generators, transporters, and operators of the hazardous waste disposal facility as required by Federal, state, or local regulations.

7.3.1.22 NOAA – National Oceanic and Atmospheric Administration

7.3.1.23 NOAA Drawing - means As-Built Drawing.

7.3.1.24 COR approval - indicates only that the general method of construction and detailing as presented by the Contractor appear to be satisfactory and will not relieve the Contractor of the responsibility of any error.

7.3.1.25 MOC – identifies the NOAA Marine Operations Center.

7.3.1.26 Modify - See “Install” definition.

7.3.1.27 NDT – Non-Destructive Testing. Non-destructive testing shall be accomplished to satisfy ABS and USCG requirements for all weld repairs, hull inserts or structural installations.

Testing shall utilize currently calibrated equipment and certificated testing personnel.

7.3.1.28 None additional or None - means that there are no additional requirements beyond those contained in the GTRs and Work Items that make up the Work Package. Where specific requirements are set forth in Articles 6.0, 7.0 or 8.0 of a work item, such requirements are in addition to those requirements listed in the GTRs and work items that make up the Work Package.

7.3.1.29 Not Separately Priced (NSP) - is a work item which defines the requirements, standards and conditions for which the contractor shall meet and adhere to during the period of performance. NSP Work Items are not biddable items and do not represent a cost to the government.

7.3.1.30 Or equal - means that components, materials or equipment shall be equivalent in terms of performance (flow rate, pressure, heat transfer characteristics, etc.), services required

GENERAL REQUIREMENTS

(power, cooling water, HVAC, etc.), compatibility with interrelated systems and arrangements, and supportability over the service life of the components or equipment. In the case of component, material or equipment substitution for those items noted in the As-Built Drawings or Work Package, the Contractor shall submit a written request delineating the design and performance data on both the specified and substituted piece of equipment for COR approval and if approved. The Contractor shall take full contractual and technical responsibility for ensuring installation of the components, materials or equipment are compatibility with the interrelated systems.

7.3.1.31 Qualified Welders – Welders, whether contractor or subcontractor provided, shall hold qualification documentation from American Bureau of Shipping (ABS), and United States Coast Guard (USCG) for the material to be welded. Welding procedures shall be approved by the ABS Surveyor for the particular applications.

7.3.1.32 Re-delivery – The term “re-delivery” means the point in time that the COR accepts the ship back from the Contractor.

GENERAL REQUIREMENTS

7.3.1.33 Refurbish - means to temporarily remove, disassemble, clean, inspect, and submit an as-found condition report; further, upon approval of the COR, the contractor shall lubricate, reassemble the unit, equipment or system, set and adjust in accordance with manufacturer’s specifications, test the unit, equipment, or system to demonstrate proper function to the manufacturer’s specifications, and submit an as-released condition report. The reinstalled refurbished unit, equipment, or system shall be fully operational and complete in all aspects. New screws, bolts, nuts, washers, gaskets, packing, pins, keys, seals, valve stems, bearings, “o” rings, and shims shall be used when reassembling and reinstalling the unit, equipment, or system. Additional information concerning the location of equipment refurbishment, special processes to be used in the refurbishment, and additional parts to be replaced during refurbishment shall be as specified in the individual work items.

7.3.1.34 Reinstall - means that the Contractor shall provide labor and material to install a piece of equipment, material, or system after the equipment, material, or system was temporarily removed, relocated, modified, or refurbished. The requirements of an installation as set forth in paragraphs 7.3.1.18, 7.3.1.18.a, and 7.3.1.18.b above with regard to completeness, operation, testing, the identification and resolution of interference’s, etc. also apply to a reinstallation.

7.3.1.35 Relocate - means to provide labor and materials to detach the unit, equipment, or system and to reinstall the same unit, equipment, or system at a new or modified location. The requirements of an installation as set forth in paragraphs 7.3.1.18, 7.3.1.18.a, and 7.3.1.18.b above with regard to completeness, operation, testing, the identification and resolution of interferences, etc.

also apply to relocation.

GENERAL REQUIREMENTS

7.3.1.36 Remove or Ripout - means to provide labor and materials to disconnect, detach, and transfer the unit, equipment, materials, or system in its entirety off the ship as specified in the GTR.

Supports, stuffing tubes, collars, and other appurtenances shall be removed by burning, chipping, or cutting when a Work Item requires machinery, piping, wiring, ducting, structure, outfitting, joiner, or equipment removal. Areas affected by removals/ripouts shall be restored as set forth in paragraph 7.3.1.18.b:

a. When the Work Package requires the removal of machinery, piping, wiring, ducting, structure, outfitting, joiner, or equipment removal, supports, stuffing tubes, collars, and other appurtenances shall be removed by burning, chipping, or cutting, stubs, rough spots, and other surface irregularities shall be ground smooth and flush with adjacent surfaces. Once tasked work in the affected area is complete, the areas affected by the removal shall be restored to the condition before the removal action. This includes but is not limited to painting of steel, restoring floor coverings and joiner work, painting, replacing items and equipment removed for access, plugging wiring and pipe penetrations, and restoring all other disturbed areas to match the surrounding areas. Disturbed coatings shall be repaired to match the surrounding area.

b. After removing the machinery, piping, wiring, ducting, structure, outfitting, joiner, or equipment removal, supports, stuffing tubes, collars, or other appurtenances, watertight or firezone boundaries shall be reestablished. Holes in oil tight, watertight, and gas tight boundaries and structural bulkheads shall be blanked with flush inserts providing structural integrity and tightness equal to that which they replace. Holes in non-structural steel and steel joiner bulkheads may be blanked with lapped plates.

GENERAL REQUIREMENTS

c. When the electrical wiring requiring removal joins a circuit that is not being removed (i.e. at a junction box), the electrical wiring or cable shall be entirely removed to the junction point. All other attachments including but not limited to fasteners, supports, and brackets shall be entirely removed. When electric cable is designated for removal, it shall be physically and electrically traced to the power source and the circuit deenergized before removing the cable.

When cable is removed from multiple cable runs, the remaining cables shall be bound and strapped.

7.3.1.37 Replace or Renew - means to remove the unit, equipment, or systems including interferences, and to install a new unit, equipment, or system which is either identical to or equal to that which was removed; the installation shall include but not be limited to any hook-ups, supports, and adapters, which are required to effect a finished fully operational installation complete in all aspects.

7.3.1.38 Restore - means to perform those processes (including but not limited to weld build-up, chrome plate, machine, grind, lap, NDT, etc.) which are required to return a component to the manufacturer’s specifications regarding dimensions, tolerances, angles, surface finish and clearances.

7.3.1.39 Section - means major part of the Work Package and shall include a group of related work items.

7.3.1.40 Specification - means either a single work item or a complete set of work items.

7.3.1.41 Tag out - means a procedure to both notify personnel that tagged-out equipment, components, or systems are either isolated or not in a normal operating condition and to prevent injury to personnel, improper operation, or damage to the tagged-out equipment, components, or systems.

GENERAL REQUIREMENTS

7.3.1.42 Temporary Installation or Temporarily Install - means to provide labor and materials to install the unit, material, equipment or system to completely provide the function described in the individual Work Item, and to remove the same unit, material, equipment or system prior to redelivery of vessel or to satisfactorily meet the requirements of the individual Work Item(s). All the requirements of an installation and removal set forth in paragraphs 7.3.1.18, 7.3.1.18.a, 7.3.1.18.b, and 7.3.1.33 with regard to completeness, operation, testing, the identification and resolution of interferences, disconnection, detachment and transfer of the unit, material, equipment, or system in its entirety off the ship as specified in the GTR apply to a temporary installation and subsequent removal.

7.3.1.43 Temporary Removal or Temporary Remove - means to provide labor and material to disconnect and move the unit, equipment, or system from its initial location, and to reinstall the same unit, equipment, or system either in the same location or elsewhere on the ship as described in the Work Package. All the requirements of an installation as set forth in paragraphs 7.3.1.18, 7.3.1.18.a, and 7.3.1.18.b with regard to completeness, operation, testing, the identification and resolution of interferences, etc. also apply to a temporary removal and reinstallation.

7.3.1.44 Work item or item - means a separately numbered part of the Work Package describing a discrete portion of the work to be accomplished.

7.3.1.45 Work Package - means the entire written portion of the contract including the contract provisions, work items, and the GTRs.

8. GENERAL CONDITIONS

8.1. The following conditions apply to each work item in this Work Package, and are intended to outline the minimum acceptable quality of material, workmanship, and practice.

8.1.1. Where laws, regulations, requirements, or commercial standards are referred to herein, the latest revision that is in effect on the date of the solicitation shall be applicable.

8.1.2. The Contractor shall be held responsible for the protection of existing and newly installed equipment and materials. Any equipment that is damaged by the Contractor shall be replaced, repaired, or restored at the Contractor’s expense as directed by the COR.

8.1.3. Materials and workmanship shall be subject to inspection and approval of the COR at all times.

Workmanship and materials found to be defective or not in conformity with good marine practice, regulatory requirements, or this Work Package and its associated approved drawings shall be cause for rejection and removal at the Contractor’s expense.

GENERAL REQUIREMENTS

8.1.4. Prepare and submit reports, drawings, and other documents required by the Work Package.

8.1.5. Equipment, furnishings, and materials removed, including scrap, except those specified for relocation or otherwise designated by COR, are to be disposed of by the Contractor at the contractor’s expense, except for material requiring disposal as a hazardous waste, which shall be disposed of in accordance with Work Item entitled, “Hazardous Waste Disposal”.

8.1.6. Install suitable protective devices on equipment, which presents a hazard to personnel. These may be carrier guards or other approved devices and shall preclude personnel injury. Examples of equipment which require protective devices are those which contain exposed rotating parts, fan blades, belts, pulleys, flywheels, wire rope reels, etc.

8.1.7. Design, workmanship, equipment, and materials must conform to US Coast Guard regulations, COLREGS, Navigation and Vessel Inspection Circulars (NVIC), and associated documents incorporated by Reference in the aforementioned for marine inspection, and rules set forth by the American Bureau of Shipping, U.S. Public Health Service (USPHS) Regulations, IMO, SOLAS, IEEE 45 and ANSI A17.1 (for elevators). Unless specifically approved by the COR, Contractor furnished equipment and materials shall be new. New materials and Contractor furnished equipment must have traceable material documentation. The costs of USCG ship survey will be borne by the Government.

The cost of ABS and other regulatory service expenses shall be borne by the contractor.

8.1.8. Conduct megger insulation resistance test (phase to phase and phase to ground) on new power cable installations and on existing disconnected and reused power cables.

8.1.9. Bond/ground equipment which is modified or installed by this Work Package. All bonding and bonding straps shall be in compliance with procedures and practices delineated by regulatory and professional agencies and organizations to include ABS Rules for Shipbuilding, and IEEE requirements.

8.1.10. Where ripouts leave openings in structures, decks, or shell plating, suitable insert plates or reinforced structures of equal material shall be installed to close the openings.

8.2. Hazardous Material:

8.2.1. All material shall be asbestos and PCB free. If material that contains asbestos or PCB is inadvertently specified on a As-Built Drawing or other document, the Contractor shall substitute an equivalent non-asbestos or non-PCB material and notify the COR in writing prior to making any changes. This will not result in any adjustments to the Contract.

8.2.2. All paint and coatings shall be lead free. Coal tar and coatings containing organic tin or zinc chromate shall not be used. If these materials have been inadvertently specified, the Contractor shall

GENERAL REQUIREMENTS

substitute an equivalent lead free, tar free, etc. paint or coating and notify the COR without any adjustment of the Contract.

GENERAL REQUIREMENTS

ITEM NO. 101.2 CATEGORY "A" 12 FEB 2016

Approach, Berth and Mooring SWBS 002 REV 2

Item 101.2 -

1.0 ABSTRACT

1.1 The Contractor shall provide a safe and adequate approach route, safe and secure berth, and moor the vessel.

2.0 REFERENCES

2.1 MIL. STD. MIL-C-28628D, dtd. July 1991; Camels.

2.2 MIL. STD. MIL-F-29248, dtd. 21 November 1986; Fenders, Marine, Foam Filled, Netless

2.3 NOAA Drawing No. FA01, Profiles

2.4 NOAA Drawing No. FA02, General Arrangement

3.0 ITEM LOCATION/DESCRIPTION

3.1 The following vessel characteristics and expected arrival conditions are provided:

3.1.1 Expected arrival draft:

a) Fwd: TBD

b) Aft: TBD

3.1.2 Highest Point Above Baseline: 22 m (Mast)

3.1.3 Principal Characteristics:

LENGTH OVERALL 37.7 m (123.7 ft)

BREADTH MAIN DECK 16.4 m (53.8 ft)

BREADTH PONTOON 18.5 m (60.7 ft)

DRAFT (Design Waterline) 3.85 m (12.6 ft)

FULL LOAD DISPLACEMENT 744.4 tonnes (732.6 long tons)

4.0 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICES: None

5.0 NOTES

5.1 The contractor and all subcontractors regardless of tier shall consult the General Technical Requirements (GTR) to determine applicability to this work item. In performance of this work item, GENERAL REQUIREMENTS the contractor and all subcontractors regardless of tier must comply with the requirements of all applicable GTRs including but not limited to GTRs 1 through 7.

5.2 The contractor and all subcontractors regardless of tier are advised to review other work items under this contract, inclusive of work items 101.7 (Ship’s Safety Program) and 101.5 (General Services for Ship), to determine the collaborative effects of these work requirements. Many of the definitions relating to performance of this work item are found in Work Item 001.

6.0 QUALITY ASSURANCE REQUIREMENTS: None additional.

7.0 STATEMENT OF WORK REQUIRED

7.1 The ship must be afforded a safe approach, secure berth, and safe mooring at all times.

7.2 APPROACH:

7.2.1 The ship shall be afforded an unobstructed approach to the Contractor’s facility (plant);

including rented, leased, subcontracted facilities, or the facilities of any subcontractor where the vessel will be berthed and moored, for any part of the performance period. There must be no danger of the ship grounding, or alliding with all overhead obstructions during transit.

This applies for delivery to the Contractor, redelivery to the Government, or any inter/intra facility transits.

7.2.2 Consistent with ship’s draft condition, the ship shall remain afloat with out any danger of grounding and avoid alliding with all overhead obstructions during all transits.

a) A minimum “Air Draft” clearance of not less than Ten (10) Feet shall be afforded between the highest vertical projection of the vessel at mean high water, all bridges and any cables passing above/across the marked channel along the entire route.

7.2.3 The minimum amount of water under the deepest / lowest projection from keel baseline at all times all tides during transit/approach shall be as follows:

a) From the sea buoy to a point in the navigable channel where the contractor takes delivery of the vessel, minimum clearance shall be 3 Feet of water under the lowest projection at mean low water.

b) From the point in the navigable channel where the Contractor takes delivery of the vessel, and vessel has Pilot aboard with adequate tug support to proceed dead stick to the intended pier, minimum clearance shall be 2 Feet of water under the lowest projection at

GENERAL REQUIREMENTS

mean low water.

7.2.4 Offerors must submit with their proposals copies of all the latest National Oceanographic and Atmospheric Administration (NOAA) (or US Army Corps of Engineers) waterway approach charts to their facility. Charts are to show the entire route of transit from the sea buoy to the Contractor’s facility, including any for proposed inter/intra facility transits. Charts must provide adequate demonstration that the Offeror has positively determined the route(s) providing safe vessel transit.

7.2.5 Offerors shall prepare an approach chart. The approach chart shall be equal to the berthing chart in dimensions and contain the following data:

7.2.5.1 Offerors shall furnish current depth soundings for the approach to the pier and/or dry-dock from the main channel.

7.2.5.2 Soundings must indicate the depths over the full length of the approach, from the point in the navigable channel where the contractor takes delivery of the vessel to the pier and/or drydock at a maximum of one hundred (100) foot intervals.

Adequate breadth of soundings shall be provided to demonstrate sufficient underwater clearance for vessel arrival, departure and any required turning evolutions. Approach soundings shall be considered current if taken within two hundred and seventy (270) days from the date of issue of the solicitation. NOAA charts or excerpts of such documents will not be accepted.

7.2.5.3 All information must be readily available to clearly chart the progress of the ship from arrival at the port to safe mooring or dry-docking. The ship must be afforded safe access and egress to and from the Contractor’s pier and/or dry-dock.

7.3 BERTH:

7.3.1 Consistent with ship’s anticipated arrival drafts, the ship shall remain afloat (except when dry-docked), with no danger of grounding during the entire performance period.

7.3.2 The Contractor's assigned berth for the vessel shall be at a suitable pier where the ship will remain afloat (not resting on the bottom) at all times. The minimum amount of water under the deepest / lowest projections from keel baseline at all times while at the pier and all tides shall be no less than three (3) feet of water except when weather conditions exist per work item 007. Paragraph 7.3.5 of this work item requires the offeror to show adequate water in their berthing chart.

GENERAL REQUIREMENTS

7.3.3 The ship must be afloat during any anticipated severe weather, as covered under work item 007.

7.3.4 Offerors must submit with their proposal all information relative to berthing facilities.

Information must include the following characteristics of the pier:

• Location

• Pier number and/or name

• Street address, city, state, and zip code

• Geographic reference to a current navigational chart using longitude and latitude coordinates.

• Length

• Width

7.3.4.1 Offeror shall draw the ship to scale, in the exact location it will occupy during the performance period, using the ship characteristics given in this solicitation on the berthing chart. For the berth chart the ship is to be superimposed over the water depth soundings grid, the entire grid to be clearly legible.

7.3.5 The Offerors shall prepare a berth chart. The berth chart shall contain the following data:

a. It shall furnish current soundings taken at Mean Low Water of the berthing area.

b. The soundings must list depth in a ten (10) foot grid pattern from the pier string piece.

The grid pattern for the intended ship berth shall extend for the entire length of the pier and outward from the pier for a minimum of one hundred (100) feet.

c. Soundings shall be taken by a qualified waterways surveyor and certified by same.

Soundings shall be considered current if taken within two hundred and seventy (270) days from date of issue of the solicitation and should indicate the date they were taken.

7.3.6 The individuals/firms preparing the berthing and approach charts shall be qualified by possession of valid licenses (or certificates of competency), as issued by the state (or federal) agency tasked within the geographic locality of the Offeror with this licensing responsibility, and be stamped/illustrated on the charts, and shall indicate the date prepared.

7.4 MOORING:

7.4.1 The ship shall be provided a safe and secure mooring capable of withstanding the force of winds at a speed of 40 knots received perpendicularly on the beam at drafts consistent with minimum acceptable dry-docking displacement or the light load condition, (which ever is

GENERAL REQUIREMENTS

greater as stated in the solicitation). Not less than seventy five percent (75%) of the ship shall be along side the pier. Should any portion of the ship extend beyond the pier, a minimum of three (3) separate additional mooring points shall be provided for each extension. These shall be in addition to those on the pier. The additional mooring points shall be distributed on both the Port and Starboard sides of the ship.

7.4.2 Offerors must submit with their proposal all information relative to mooring facilities.

7.4.3 Information must include the following characteristics of the mooring arrangement:

a. Location, pier number and/or name, street address, city, and state with geographic reference to current navigational chart using longitude and latitude.

b. Length

c. Width

d. Locations, type, design and proof test loads for all mooring fittings, e.g., bollards, bits, cleats, deadmen, etc.

e. The arrangement of all mooring lines between the ship and mooring securements.

f. The angle of the mooring lines between the ship and each mooring securement point.

g. Quantity, size, locations and securement method of all camels and fenders.

h. General construction characteristics including: type, location, quantity of pilings; surface type and condition; location and sizes of drains; buildings and structures (sheds); width of apron and access limits for vehicles.

i. All permanently installed services, e.g.’, shore power, fire water mains, potable water lines, telephone lines, steam, compressed air. In addition, the locations where portable services equipment (when necessary), will be parked shall be indicated.

j. Location of and distances to nearest fire alarm call boxes.

k. Fences and gates

7.4.4 Each Offeror shall draw the ship to scale, in the exact location it will occupy during the performance period, using the ship characteristics given in this solicitation on the mooring chart.

7.4.5 The mooring chart as it reflects the physical characteristics of the pier as identified is subparts 7.4.3 shall include the name(s) of the individual(s) and firm(s) which prepared the chart, the date(s) the survey was conducted and the dates(s) the chart was prepared (drawn).

7.4.6 Documentation of design load calculations for mooring appurtenances shall be furnished.

Calculations shall demonstrate design and construction to be capable of withstanding wind speeds of 64 to 118 knots, when received perpendicularly on the beam (at drafts consistent with minimum acceptable dry-docking displacement or the light load condition, (which ever

GENERAL REQUIREMENTS

condition in the solicitation creates the greater sail area), and not be torn out.

7.4.6.1 In those instances where the documentation of the design loads for securement appurtenances cannot be provided, it shall be required to have furnished copies of the most recent test certificates.

7.4.6.2 Test certificates shall be considered recent if tests were conducted within five (5) years of the date of issue of the solicitation, and the pier has not been subject to potential collision or weather related damage. NOAA charts or excerpts of such documents will not be accepted.

7.4.6.3 All mooring appurtenances regardless of design type, i.e., bollards, bitts, or cleats, must be in an upright position and have bases or pedestals in sound condition without any broken securement bolt holes in the base mounting flanges. All securements (bolts, washers, nuts, etc.) shall be installed tightly in place, and in good condition.

All arms and horns in place with none missing, broken, bent, misshaped or distorted.

Concrete foundations shall be in sound condition without excessive spalling and cracks or chipped and damaged concrete. Damage due to spalling, cracking, and chipping over ten percent of a foundation’s area is not acceptable. Wood and pier mooring appurtenance foundations, stringpiece mountings and support structures shall be in sound condition without cracks, rips, splits, or missing portions.

7.4.6.4 All information must be readily available to clearly ascertain the safety afforded by the mooring arrangement offered the ship.

7.4.7 Camels and/or fenders:

7.4.7.1 Camels and/or fenders shall be used at all times to breast out

(separate) the ship from the pier. Camels shall be single or multiple, of hardwood in accordance with or equal to reference 2.1.

7.4.7.2 Fenders shall be of the suspended foam filled design in accordance with or equal to reference 2.2, or solid rubber dock suspended type.

7.4.7.3 Floating camels and /or suspended fenders shall be a minimum of six (6) feet wide/ diameter and six (6) feet long.

7.4.7.4 Dock mounted fenders shall provide for a minimum clearance for SIX (6) feet.

GENERAL REQUIREMENTS

7.4.7.5 The quantity and frequency of placement for camels/fenders shall be no less than one camel/fender for each 40 feet of the ship’s length over all, and adequate to protect the ship form contacting the side of the pier.

7.4.8 In instances where it is necessary to breast the ship out from the pier by use of a barge to facilitate achieving adequate depth of water for berthing, or when a floating crane is brought alongside in performing a work item(s), the barge or crane shall be fended off from the side of the ship by use of camels or fenders. Truck or heavy construction machinery tires are not acceptable.

7.4.9 During the course of this repair/overhaul period, no other ship will be docked alongside of or tied up to this vessel, nor shall this ship be docked alongside of or tied up to any floating dry-dock.

8.0 GENERAL REQUIREMENTS: None Additional

GENERAL REQUIREMENTS

ITEM NO. 101.3 CATEGORY "A" 2 FEB 2016

Testing and Quality Assurance SWBS 003 REV 1

Item 101.3 -

1.1 This item requires that the Offerors and Contractor have in place an effective Quality Assurance

Program and that such program be implemented in the planning and performance of this contract.

2.0 REFERENCES

2.1 MIL-I-45208 (series), Inspection Systems

3.0 ITEM LOCATION/DESCRIPTION

3.1 Performance of Quality Assurance at the Contractor's facility.

4.0 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICES: None

5.0 NOTES

5.1 The Government may at any time without prior notification to the Contractor elect to obtain the services of Government Furnished Technical Representative(s) who will be on site at the Contractor's facility acting as the Government's Quality Assurance observer and consultant. The presence of Government Furnished Technical Representative(s) does not relieve the Contractor from performing any part of this work item.

5.2 The Contractor and all subcontractors regardless of tier shall 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.

6.0 QUALITY ASSURANCE REQUIREMENTS

6.1 The Government reserves the right to perform a Survey of the Offeror's facilities, during which an inspection of the in-place Quality Assurance System may be subject to examination and review.

6.2 Offerors, and the successful Contractor, are herewith notified that Regulatory Body and NOAA inspections are independent of the Contractor's function of Quality Assurance. The Contractor is not to rely upon NOAA or Regulatory Bodies or their agents to perform it's quality assurance inspections or tests.

7.0 STATEMENT OF WORK REQUIRED

7.1 CONTRACTOR INSPECTION SYSTEM REQUIREMENTS

7.1.1 QUALITY ASSURANCE PLAN/MANUAL

GENERAL REQUIREMENTS

7.1.1.1 The Contractor shall document his inspection system, identifying the method of implementing the requirements contained herein. Implementation of the Contractor's System shall be through a Quality Assurance Plan or Manual. The Quality Assurance Plan or Manual will be approved for use by the Senior Shipyard Official and shall be available for review by the Government prior to the initiation of productive work. It shall meet the requirements of reference 2.1 including:

a. A functional organization chart showing overall company management.

b. The quality assurance organization.

c. A description of the Contractor's Quality Control System.

d. The assignment of specific responsibility for the following elements of Quality Control including written procedures specifying the methods of implementation;

i. Performance and witnessing of tests and inspections.

ii. Preparation and maintenance of records.

iii. Control of non-conforming material.

iv. Corrective action system.

v. Receipt inspection.

vi. Subcontractor control.

7.1.2 TEST & INSPECTIONS

7.1.2.1 Inspection personnel shall be qualified to perform the duties assigned and authorized to make an accept/reject determination for the Contractor.

a. Submit a list of Contractor personnel authorized to witness, and accept the sign off inspection and tests listed on Contractors Test & Inspection Records (TIR's). Include personnel title/position in corporate structure.

b. Submit a list of subcontractor firms which are authorized to independently witness, accept and sign off inspections and tests listed on TIR's on behalf of the Contractor.

c. Lists of Contractor and subcontractor personnel shall be submitted as part of the offered solicitation's technical proposal. Lists shall be amended as changes in personnel or subcontractors occur. Changes shall be subject to approval of the Contracting Officer.

GENERAL REQUIREMENTS

d. The Contractor shall verify that all tests, inspections and work conform to contract requirements prior to presentation to the COR for acceptance. In the event that specific criteria are not provided in the work item, the Contractor shall verify that the tests, inspections or work meet Regulatory Body Requirements (ABS, USCG, etc.) prior to presentation to the COR for acceptance.

7.1.2.2 Final determination of acceptability shall be made by the COR.

7.2 DOCUMENTATION

7.2.1 Contractor Inspection Records

7.2.1.1 The Contractor shall prepare a Test & Inspection Record (TIR) for each specification item in the contract which requires productive work. TIR's at a minimum shall, include the following:

a. Identification by Solicitation/Contract Number, Ship name and Government Work Item Number.

b. Identification of each unit to be inspected by name, number, and location (e.g. Number 2 SSDG, Port Condenser, Hydro Winch Number 2, etc).

Where multiple units are contained within a work item, an entry on the TIR shall be made for each unit.

c. The listing of each specific inspection attribute, method of inspection or test and the acceptance/rejection criteria.

d. Acceptability or rejection of each inspection attribute shall be indicated and shall be signed and dated by authorized personnel.

e. All TIR's shall be updated as work progresses and maintained current to within twenty-four (24) hours.

7.2.1.2 Test and Inspection Records (TIR's) are also required for all work associated with:

a. All Pre-priced Option Items (at the lowest line item level) which are activated by Change Orders.

b. All Change Orders issued.

GENERAL REQUIREMENTS

7.2.1.3 The price for all QA required by Option Items shall be contained within the lowest line item level prices.

7.2.1.4 Inspection Attributes: The Contractor shall list, on the TIR, all tests and inspections contained in each work item. In addition, the Contractor shall include the following types of inspection required by the work item:

a. All pertinent tolerances, clearances and conditions found upon disassembly/opening of equipment, machinery components or spaces.

b. All in process verification, including refit/final tolerances, clearances, alignment, tests, cleanliness and internal condition prior to closure, fit-up and welding.

c. All verification of item completion including prerequisite for operational testing (i.e., lubrication, continuity checks, rotation) and final supporting data.

d. NOAA approval points on all inspections.

7.2.2 MAINTENANCE OF RECORDS

7.2.2.1 The Contractor shall maintain records of completed TIR's, including inspection records generated by all subcontractors for a period of ninety (90) days after contract completion.

7.2.2.2 The records shall document the specific inspection actions or tests and provide objective quality evidence of completed work and form the basis for acceptance of the work.

7.2.2.3 The records shall include documentation of Contractor rejected work, corrective action taken and objective quality evidence which the Contractor offers as assurance of the conformance to the work item specifications.

7.2.2.4 The records shall include documentation of Contractor inspection/test failures, corrective action taken and objective quality evidence which the Contractor offers as assurance of the conformance to the work item specifications.

7.2.2.5 Records provided by subcontractors may be incorporated in the inspection and test documentation, or if maintained as separate documentation, shall be referenced therein and be readily available for review by the Government.

GENERAL REQUIREMENTS

7.2.2.6 The inspection record shall, for each Work Item, reference any Quality Deficiency Records (QDRs) issued by the COR. All QDRs require a written response from the Contractor to the Government.

7.2.2.7 During the performance period of the Contract, records shall be maintained at a location accessible to the site of the work. The records shall be available for review by the Government during weekday and weekend hours consistent with regular day shift, (approximately 0630-1800). Records shall also be available for Government’s review during the 90 days following Contract completion.

7.2.2.8 Contractor's inspection records are an integral part of the work. Therefore, the CO and COR will consider the Work Item incomplete if the Contractor's documentation and records are not complete. Records shall include all TIR's subcontractor inspection reports, material certificates and receipt inspection records.

7.3 CORRECTIVE ACTION

7.3.1 The Contractor's corrective action shall provide for prompt correction of defects whether found by the Government or by the Contractor's or subcontractor's personnel. When such defects are reported by the Government and require a written response, the Contractor shall provide prompt written response indicating corrective action taken or the date by which a specific corrective action will be complete. The Contractor's corrective action shall provide for the correction of the cause of defects in work or procedures reported by Government to Contractor by Quality Deficiency Report (QDRs) or by letter.

7.4 SUBCONTRACTOR CONTROL & EVALUATION

7.4.1 The Contractor shall establish procedures for selection of subcontractors and control of subcontractor quality, including:

a. Procedures for selection of qualified subcontractors, based on evaluation and assessment of the subcontractor's quality control, facilities and available resources, as appropriate, to perform the specific type of work.

b. Procedures for transmittal of all technical, design and quality requirements to the subcontractor. Quality requirements shall include the inspection and tests required by the Work Item as well as Contractor inspection at the subcontractor's plant when such action is necessary to assure product conformance.

GENERAL REQUIREMENTS

7.4.2 Subcontractors listed within the Contractor's Technical Proposal as having been selected to perform individual work items or parts thereof, shall be considered Key Personnel as defined in the contract. As Key Personnel they are considered during the technical evaluation process. As such any changes in subcontractors shall be subject to approval of the COR.

7.5 REGULATORY INSPECTIONS

7.5.1 The Contractor shall ensure all Regulatory Body mandated inspections are arranged for and conducted.

7.5.1.1 The Contractor shall reproduce and provide copies of the contract specifications to the cognizant American Bureau of Shipping (ABS) and United States Coast Guard (USCG) Area Representatives.

7.5.1.2 The Contractor shall prepare a written request for review of the specifications to identify the specific…