Dillard_Drydock_PWS_2018.pdf

PERFORMANCE WORK STATEMENT (PWS)

USACE Multiple Vessel John A.B. DILLARD Dry Dock Services

2 AUG 2018

Part 1

General Information

1. GENERAL: This is a non-personnel services contract to provide DILLARD Dry Dock Services. The Government shall not exercise any supervision or control over the contract service providers performing the services herein. Such contract service providers shall be accountable solely to the Contractor who, in turn is responsible to the Government.

1.1 Description of Services/Introduction: The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform DILLARD Dry Dock Services as defined in this Performance Work Statement except for those items specified as government furnished property and services. The contractor shall perform to the standards in this contract.

1.2 Background: Dry Dock routine and planned maintenance, repair, and inspection services for the USACE DRIFT COLLECTOR JOHN A. B. DILLARD JR. commissioned May, 2010.

Vessel Particulars:

Length Overall: 86’ - 7" Breadth: 26’- 0” Hull Depth: 11' - 10"

Machinery:

Main Engines: (2) Cat C32, WOSR, 1450 HP @ 2200 RPM.

Reduction Gears: (2) ZF Gear Model 3055 w/Autotroll 2.609:1 Steering: Kobelt.

Engine Controls: Kobelt with Tether.

Generators: (2) Northern Lights - 92 kW.

Propellers: Michigan 46”, 5-Blade.

Bow Thruster: Wesmar 30HP, duo prop each hull.

Anchor Winch: Kolstrand.

Windows and Doors: Diamond Sea glaze.

Engine Room Ventilation: Delta T Systems.

Electronics: Furuno - Radars, NAVnet II, GPS, Loudhailer.

Special & Green Features:

Effer hydraulic knuckle boom marine crane 44000-35L W/Remote & Kinshofer log grapple attachment:

17,000 lb. rating @ 17.5’.

Moon Pool & Hydrographic Survey Strut.

Hull reinforced at water line.

Closed circuit TV, (4 stations), 1 each engine room, 1 aft deck & 1 on divers platform.

Intersleek 900 Foul Release Bottom Paint.

1.3 Objectives:

• Pre-Dry Docking Sea Trials

• Docking & Berthage Lay Activities

• Dry Docking & Services

• Cleaning, Painting, Plating, Renew Zinc Anodes, Surface Treatments

• Inspections

• Replacement/Upgrade Installations

1.4 Scope: Services include dry docking, scheduled maintenance, scheduled cleaning, planned repairs, scheduled inspections, and discovered repair needs.

1.5 Period of Performance: Not Applicable.

1.6 General Information

1.6.1 Quality Control: The contractor shall develop and maintain an effective quality control program to ensure services are performed in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s quality control program is the means by which he assures himself that his work complies with the requirement of the contract. The contractor’s QCP is to be delivered within 30 days after contract award. After acceptance of the quality control plan the contractor shall receive the contracting officer’s acceptance in writing of any proposed change to his QC system.

1.6.2 Quality Assurance: The government shall evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan. This plan is primarily focused on what the Government must do to ensure that the contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and the minimum acceptable defect rate(s).

1.6.3 Recognized Holidays: The contractor is not required to perform services on the following holidays.

New Year’s Day Labor Day Martin Luther King Jr.’s Birthday Columbus Day President’s Day Veteran’s Day Memorial Day Thanksgiving Day Independence Day Christmas Day

1.6.4 Hours of Operation: The Contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS when the Government facility is not closed for the above reasons. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the workforce are essential.

1.6.5 Place of Performance: The work to be performed under this contract will be performed at the contractor’s facilities.

1.6.6 Type of Contract: The government will award a firm-fixed-price contract.

1.6.7 Security Requirements: Specific contractor security clearance levels are not required.

1.6.7.1 Pre-screen candidates using E-Verify Program: The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.6.7.2 Physical Security: The contractor shall be responsible for safeguarding all government equipment, information and property provided for contractor use. At the close of each work period, government facilities, equipment, and materials shall be secured.

http://www.uscis.gov/e-verify

1.6.7.3 Key Control: The Contractor shall establish and implement methods of making sure all keys/key cards issued to the Contractor by the Government are not lost or misplaced and are not used by unauthorized persons. NOTE: All references to keys include key cards. No keys issued to the Contractor by the Government shall be duplicated. The Contractor shall develop procedures covering key control that shall be included in the Quality Control Plan. Such procedures shall include turn-in of any issued keys by personnel who no longer require access to locked areas. The Contractor shall immediately report any occurrences of lost or duplicate keys/key cards to the Contracting Officer.

1.6.7.3.1 In the event keys, other than master keys, are lost or duplicated, the Contractor shall, upon direction of the Contracting Officer, re-key or replace the affected lock or locks; however, the Government, at its option, may replace the affected lock or locks or perform re-keying. When the replacement of locks or re-keying is performed by the Government, the total cost of re-keying or the replacement of the lock or locks shall be deducted from the monthly payment due the Contractor. In the event a master key is lost or duplicated, all locks and keys for that system shall be replaced by the Government and the total cost deducted from the monthly payment due the Contractor.

1.6.7.3.2 The Contractor shall prohibit the use of Government issued keys/key cards by any persons other than the Contractor’s employees. The Contractor shall prohibit the opening of locked areas by Contractor employees to permit entrance of persons other than Contractor employees engaged in the performance of assigned work in those areas, or personnel authorized entrance by the Contracting Officer.

1.6.7.4 Lock Combinations: Not Applicable.

1.6.8 Special Qualifications: Contractor will provide certified welders as needed and ensure during the process of welding no stray current negatively affects any of DILLARD’S electric or electronic equipment, initial electrical tag out process will be verified by Government Inspector.

1.6.9 Post Award Conference/Periodic Progress Meetings: The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation Subpart 42.5. The contracting officer, Contracting Officers Representative (COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the contracting officer will apprise the contractor of how the government views the contractor's performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.6.10 Contracting Officer Representative (COR): The (COR) will be identified by separate letter. The COR monitors all technical aspects of the contract and assists in contract administration The COR is authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract: perform inspections necessary in connection with contract performance:

maintain written and oral communications with the Contractor concerning technical aspects of the contract:

issue written interpretations of technical requirements, including Government drawings, designs, specifications: monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies; coordinate availability of government furnished property, and provide site entry of Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order.

1.6.11 Key Personnel: The follow personnel are considered key personnel by the government: Project Managers, Job Site Supervisors, Lead Journeymen and Office Personnel. The contractor shall provide a contract manager who shall be responsible for the performance of the work. The name of this person and an alternate who shall act for the contractor when the manager is absent shall be designated in writing to the contracting officer. The contract manager or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The contract manager or alternate shall be available for normal working hours, Monday through Friday. Qualifications for all key personnel are inherent to the job titles specified.

1.6.12 Identification of Contractor Employees: All contract personnel attending meetings, answering Government telephones, and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression in the minds of members of the public that they are Government officials. They must also ensure that all documents or reports produced by contractors are suitably marked as contractor products or that contractor participation is appropriately disclosed.

1.6.13 Contractor Travel: Not Applicable.

1.6.14 Other Direct Costs: Not Applicable.

1.6.15 Data Rights: Not Applicable.

1.6.16 Organizational Conflict of Interest: Contractor and subcontractor personnel performing work under this contract may receive, have access to or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services which may create a current or subsequent Organizational Conflict of Interests (OCI) as defined in FAR Subpart 9.5. The Contractor shall notify the Contracting Officer immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the Contracting Officer to avoid or mitigate any such OCI. The Contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the Contracting Officer and in the event the Contracting Officer unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the Contracting Officer may affect other remedies as he or she deems necessary, including prohibiting the Contractor from participation in subsequent contracted requirements which may be affected by the OCI.

1.6.17 Phase In /Phase Out Period: Not Applicable.

PART 2

DEFINITIONS & ACRONYMS

2. DEFINITIONS AND ACRONYMS:

2.1. DEFINITIONS:

2.1.1. CONTRACTOR. A supplier or vendor awarded a contract to provide specific supplies or service to the government. The term used in this contract refers to the prime.

2.1.2. CONTRACTING OFFICER. A person with authority to enter into, administer, and or terminate contracts, and make related determinations and findings on behalf of the government. Note: The only individual who can legally bind the government.

2.1.3. CONTRACTING OFFICER'S REPRESENTATIVE (COR). An employee of the U.S. Government appointed by the contracting officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the Contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

2.1.4. DEFECTIVE SERVICE. A service output that does not meet the standard of performance associated with the Performance Work Statement.

2.1.5. DELIVERABLE. Anything that can be physically delivered, but may include non-manufactured things such as meeting minutes or reports.

2.1.6. KEY PERSONNEL. Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract by the Key Personnel listed in the PWS. When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

2.1.7 GOVERNMENT INSPECTOR. USACE employee and subject matter expert who observes the contracted work being performed as part of the Quality Assurance Surveillance Plan.

2.1.7. PHYSICAL SECURITY. Actions that prevent the loss or damage of Government property.

2.1.8. QUALITY ASSURANCE. The government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

2.1.9. QUALITY ASSURANCE SURVEILLANCE PLAN (QASP). An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.10. QUALITY CONTROL. All necessary measures taken by the Contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.11. SUBCONTRACTOR. One that enters into a contract with a prime contractor. The Government does not have privity of contract with the subcontractor.

2.1.12. WORK DAY. The number of hours per day the Contractor provides services in accordance with the contract.

2.1.12. WORK WEEK. Monday through Friday, unless specified otherwise.

2.2. ACRONYMS:

ACOR Alternate Contracting Officer's Representative AFARS Army Federal Acquisition Regulation Supplement AR Army Regulation CCE Contracting Center of Excellence CFR Code of Federal Regulations CONUS Continental United States (excludes Alaska and Hawaii) COR Contracting Officer Representative COTR Contracting Officer's Technical Representative COTS Commercial-Off-the-Shelf DA Department of the Army DD250 Department of Defense Form 250 (Receiving Report) DD254 Department of Defense Contract Security Requirement List DFARS Defense Federal Acquisition Regulation Supplement DMDC Defense Manpower Data Center DOD Department of Defense FAR Federal Acquisition Regulation HIPAA Health Insurance Portability and Accountability Act of 1996 KO Contracting Officer OCI Organizational Conflict of Interest OCONUS Outside Continental United States (includes Alaska and Hawaii) ODC Other Direct Costs PIPO Phase In/Phase Out POC Point of Contact PRS Performance Requirements Summary PWS Performance Work Statement QA Quality Assurance QAP Quality Assurance Program QASP Quality Assurance Surveillance Plan QC Quality Control QCP Quality Control Program STBD Starboard TE Technical Exhibit

PART 3

GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, AND SERVICES

3. GOVERNMENT FURNISHED ITEMS AND SERVICES:

3.1. Services: The Government will provide operation of any vessel machinery plant required during the performance of this contract. At no time during the execution of this specification will the contractor operate the machinery onboard the vessel with direct permission of the Government Inspector. When the Government operates any machinery plant as necessary for the successful completion of this contract, the contractor will be present for the duration.

3.2 Facilities: Not Applicable.

3.3 Utilities: Not Applicable.

3.4 Equipment: Not Applicable.

3.5 Materials: Not Applicable.

PART 4

CONTRACTOR FURNISHED ITEMS AND SERVICES

4. CONTRACTOR FURNISHED ITEMS AND RESPONSIBILITIES:

4.1 General: The Contractor shall furnish all supplies, equipment, facilities and services required to perform work under this contract that are not listed under Section 3 of this PWS.

4.2 Secret Facility Clearance: Not Applicable.

4.3. Materials: The Contractor shall furnish all supplies required to perform work under this contract that are not listed under Section 3 of this PWS.

4.4. Equipment: The Contractor shall furnish all equipment required to perform work under this contract that are not listed under Section 3 of this PWS.

PART 5

SPECIFIC TASKS

5. Specific Tasks:

5.1. BASIC SERVICES. The contractor shall provide dry dock services for USACE Derrick Vessel John A.B. DILLARD, referred to as DILLARD. Contractor will provide easy access to all Project Managers, Job Site Supervisors, Lead Journeymen and Office Personnel during the full extent of this contract. Contractor will protect the area affected by work and nearby areas from blasting, painting overspray, transit of goods and equipment, storage or staging associated with work being performed by yard personnel. The crane will be completely wrap in tarps and tightly wrapped at the turntable. All joints on the knuckle boom and the grapple will be wrapped. The cutlass bearings, through hulls, shafts and transducers will also be well covered and protected during sandblasting portion of this specification.

5.1.1 No paint shall be sprayed in enclosed spaces unless an adequate ventilation system is in operation that will positively exchange the air in the space with fresh air at a rate of 5,000 CFM for each spray gun in operation. The ventilation system shall operate during the entire application and shall be continued after spraying is halted until the paint is no longer giving off appreciable vapors. The air in the enclosed painting space shall be safe at all times from fire and explosion hazards as determined by contractor furnished explosion meter manufactures by Mine Safety Appliance Company or competent replacement. Where spraying is being done in enclosed spaces not freely being swept by natural wind currents workman shall at all times where respirators under all circumstances. All painting with enamel or epoxy coatings shall be applied within strict accordance with manufactures instructions or specified by the Government.

5.1.2 Existing paint surfaces damaged in the execution of this contract shall be properly prepared and unless otherwise specified by paint systems manufacture, proper preparation to include two coats of an approved metal primer and two coats of an approved marine finish coat of the same color and/or texture as adjacent surfaces.

5.1.3 Contractor will repair any area or equipment adversely effected by work performed by yard personnel

5.1.4 Contractor will use marine grade aluminum as specified by the vessel’s drawings and consult with Kvichak, as required.

5.1.5 Contract will provide certified welders as needed and ensure during the process of welding no stray current negatively affects any of DILLARD’S electric or electronic equipment, initial electrical tag out process will be verified by Government Inspector.

5.1.6 All other appurtenances of the vessel which are removed or open shall not be reinstalled without the approval of the Government Inspector, ensuring they meet US Coast Guard requirements or other standards as they apply to the equipment.

5.2. PRE-DRY DOCKING SEA TRIALS

Before the initiation of any work on the DILLARD, Contractor and Government including the COTR will conduct delivery dock trials. The delivery dock trial will be performed on all equipment and systems that may or may not be affected by the work associated with the shipyard repair. The equipment and systems to be tested will be determined by the Government Inspector. The Contractor agrees to be present for the duration of these delivery dock tests, witness the results. The Government Inspector and the Contractor shall concur as to the operational status of any piece of equipment or system being tested. The delivery dock trails shall be for a period of approximately four hours.

5.2.1 Prior to the completion date of the contract the Contractor shall conduct completion dock and sea trials to prove the work of the contract. All work or not work items that do not operate as the contract states or were damaged by the contractor will be accessed and repaired at no additional cost to the Government.

Completion dock and sea trials shall be for the period of approximately eight hours. Additional time to correct deficiencies may be approved by the COTR. The Government will operate and vessel machinery plant required during the performance of this contract. At no time during the execution of this specification will the contractor operate the machinery onboard the vessel with direct permission of the Government Inspector. When the Government operates any machinery plant as necessary for the successful completion of this contract, the contractor will be present for the duration.

5.3 DOCKING & BERTHAGE

The contactor shall provide electrical shore power (208 volts, 3-phase, 100 amps) to the vessel during the entire shipyard contract performance, including pier side awaiting dry dock. Contractor will provide suitable gangway and pier or dock lighting. Government will provide mooring lines and fendering for the duration of the contract. The vessel will be unmanned in regards to personnel remaining overnight.

DILLARD will be secured while the vessel is not being worked on. Vessels will not be tied up alongside, outboard or stern of DILLARD.

5.4 DRY DOCKING

Contractor will dry dock DILLARD referencing docking plan drawing Kvichak Docking Plan #7931-230- 002 (rev A). Dry docking blocks will be arranged to enable the blocks to be moved and relocated to ensure full coverage for pressure washing, renewing zincs, and anti-fouling coating system. DILLARD will be operated into and out of the dry dock facilities by a USACE qualified vessel operator. All underwater blocking location and placement will be verified by a diver provided by Contractor prior to lifting of the vessel.

5.5 PRESSURE WASH UNDERWATER HULL

Contractor will pressure wash to remove all sea growth to expose the existing hull protection coating system for inspection. Pressure wash system pressure will not exceed 500psi as per the manufactures requirements and all debris and sea growth will be discharge in accordance with all Federal, State and Local laws and requirements. This is designated as a Government inspection point, Government Inspector will inspect all work up to this point before contractual work continues.

5.6 HULL CLEANING & PAINTING UNDERWATER HULL

Contractor will bead blast clean all corrosion and all fouled paint leaving a near-white blast cleaned surface free of any remaining paint throughout the exterior hull plate surface and appendages (excluding propellers, rudders and propeller shafts) from the keels up to the top of the waterline or boot strip. Blasting and cleaning shall be in accordance with Aluminum Structures Painting Counsel Specifications SSPC-SP-10.

Propellers, rudder and propeller shafts will be cleaned as needed to remove of rust, corrosion and sea growth; as necessary to ensure they can be completely inspected. All spent abrasive, oil, grease, foreign matter, etc. will be completely removed prior to the application of the first coat. No rust or light surface rust or oxidation will be evident on the metal surface, prior to application of coating. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues. Final top coat will be 100% inspected by both the Contractor and Government.

5.6.1 Contractor will use the original type of anti-fouling paint; Intersleek coating system and will application guidance from the manufacture of Intersleek. Once the aluminum surface is properly prepared as per the Intersleek coating guidance (provided by the Contractor’s shipyard paint rep) the Contractor will apply a first coat Epoxy Intersleek , once dry recoat with a second coat of Intersleek (dry average equals of 5mils). Then apply a tie coat of Intersleek 731 (dry average equals of 3-5mils) and top coat with black Intersleek 700 series (dry average equals 6mils). Draft designation numbers will be prepped, primed and painted with Intersleek coating system (coating will of a contracting color as pre the hull). This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues.

5.7 RECONFIGURE PORT & STBD BOW THRUSTER GRATES

Contractor will remove existing welded-up bow thruster grates (PORT and STBD) and modify grates to be refastened to the hull with a bolt-on configuration. Bolt pattern will ensure the modified grates will be securely fastened to the hull and allow for easy removal with use of wrenches for periodic maintenance.

And replace associated zincs anodes. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues.

5.8 RECONFIGURE PORT & STBD ENGINE ROOM LOUVER GRATES

Contractor will remove existing welded-up all four on-deck engine room ventilation grates (PORT and STBD) and modify grates to be refastened to the hull with a bolt-on configuration. Bolt pattern will ensure the modified grates will be securely fastened to the hull and allow for easy removal for periodic maintenance. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues.

5.9 RENEW ZINC ANODES ON HULLS, SEA CHESTS, SHAFTS & STERNS

All existing zinc anodes will be removed and replaced with new zinc anodes, type ZSS Military Specification Mil-A-18001H, Amendment 1 Nov 1972, as directed by COTR. Contractor will reference Kvichak Catholic Protection drawing # 7931-514-001 (to be provided by COTR). This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues.

5.10 SONIC SURVEY UNDERWATER HULL PLATING

A non-destructive hull survey will be performed by a certified metal testing agency approved by the American Bureau of Shipping. The contractor will coordinate with the metal testing agency for this inspection. This survey shall be performed immediately upon dry-docking and hull washing. The Government Inspector shall witness all soundings. This survey will utilize high frequency sound to measure the hull thickness at specific locations on the hull; at a minimum 200 ultrasonic tests will be performed. A micrometer depth gauge shall be used in conjunction with ultrasonic tests to determine the depth readings including location of each test and existing thickness, results shall be furnished the Government Inspector.

Final test results shall be submitted to the COTR within five working days of the completion of the testing.

Contractor shall provide labor to move obstructions inside the hull which may interfere with readings and to grind the hull surface for readings as needed.

5.11 INSPECT PORT/STBD SEA CHEST & SEA CHEST VALVES

Inspect PORT/STBD sea chests and through hulls in preparation to remove all through hull valves including PORT/STBD main diesel engine and GENSET sea water valves, and PORT fire pump valve. 5 valves, shall be thoroughly cleaned, and shall have all defective parts, corrosion and fittings renewed as directed. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues. Contractor shall verify the numbers and conditions of the chests, valves and fittings prior to their biddings.

5.11.1 Remove, disassemble and clean all sea valves free of corrosion, scale and foreign matter grind in, lap, repack, reset, test and otherwise service all valves as required to meet U.S. Coast Guard Requirements.

Test will be conducted in accordance with TP – 1.06 – 1 valve will be hydrostatically tested to 50 PSI for a period of 10 minutes.

5.12 INSTALL ¾” STAND PIPE IN PORT & STBD SEA CHEST TO SUPPORT SEA WATER MDE

PRIMINING PUMPS

Contractor will cut, reinforce and prepare hull plating to receive a ¾” inside diameter aluminum standpipe in both PORT and STBD sea chests. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues. Stand pipes will both be configured with a flange to accept marine grade inline ball valves to be provided and installed by the Contractor. Stand pipe will be air tested and witnessed by Government Inspector prior to launching of DILLARD. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues. Test will be conducted in accordance with TP –

1.06 – 1 valve will be hydrostatically tested to 50 PSI for a period of 10 minutes.

5.13 ENLARGE PORT HULL HVHC THROUGH-HULL FITTING

Remove existing 2” through-hull intake and replace with 3” through-hull intake. Reduce-down 3” intake to support 2” piping for proper saltwater intake and cooling of HVHC system. Through-Hull Fitting will be air tested and witnessed by Government Inspector prior to launching of DILLARD. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues. Test will be conducted in accordance with TP – 1.06 – 1 valve will be hydrostatically tested to 50 PSI for a period of 10 minutes.

5.14 CORRECT VALVE ORIENTATAION STBD MDE SEA STRAINER

Remove and rotate valve to ensure the valve can be full closed and opened as per the manufactures instructions. This is designated as a Government inspection point; Government Inspector will inspection all work up to this point before contractual work continues.

5.15 INSPECT PORT/STBD SHAFTS STERN/STRUT BEARINGS

Contractor shall measure and record shaft-wear down as directed immediately after shafts are disconnected from the transmission using a dial indicator and furnish to the Government Inspector the wear down recordings and overall condition in writing within two working days after dry-docking the vessel. All stern and strut bearings shall be inspected in the presence of the Government Inspector before and after disconnecting the transmission.

5.16 INSPECT PORT/STBD RUDDER/STOCK STUFFING BOXES

Contractor shall measure and record shaft wear down as directed using a dial indicator and furnish to the Government Inspector the wear down recordings and overall condition in writing within two working days after dry-docking the vessel. All rudder stocks shall be inspected in the presence of the Government Inspector.

5.17 INSPECT/BALANCE/NON-DESTRUCTIVE TEST PORT/STBD SHAFTS

Shafts will be removed as soon as possible once DILLARD’s wash-down is completed. Non-destructive shaft balance test will be performed by a certified agent approved by the American Bureau of Shipping.

This test will utilize high frequency sound to measure the balance of both the PORT/STBD. Test shall be performed immediately upon dry-docking and hull washing. The Government Inspector shall witness all soundings. The location of the soundings shall present baseline readings and readings will be compared with previous reading (2014) and provided to the Government Inspector. Final test results shall be submitted to the COTR within five working days of the completion of the testing.

5.18 MODIFY PORT & STBD SWIM STEP SIDE SHELL

Modify side shell to provide safer and easier access to the PORT and STBD swim step area. Remove a triangular section of side shell plating located at the very aft section of the swim step with vertical measurement of 20” (second horizontal side shell support) and along the deck edge horizontal measurement of 18”. Reinforce lowest horizontal side shell support to ensure full integrity of side shell plating and prevent spidering. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues.

5.19 FABERICATE & INSTALL SEMI-CLOSED BOW CHALKS ON BOTH THE PORT & STBD

BOWS

Contractor will purchase or fabricate aluminum semi-closed chalks with a horizontal long access-opening of approximately 12” for both the PORT and STBD bows. Chalks with be positioned between the most forward most stanchion and second stanchion aft on both PORT and STBD sides. Chalks will present a consistence appearance with the vessel. Chalks will provide a non-interfering smooth fairlead from both PORT/forward bollards and STBD/forward bollards respectfully. Chalks will ingrate with the lower life rail and be supported with the appropriate aluminum deck plating. Non-skid will be fashioned with similar waterways around to the new chalk base. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues.

5.20 REMOVE & RENEW HEAD DECK NON-SKID SURFACE TREATMENT

Contractor will bead blast to remove all existing head deck non-skid estimated at 14sqft. Cleaning all corrosion and all paint leaving a near-white blast cleaned surface free of any remaining paint throughout the exterior deck plate surface and appendages. Blasting and cleaning shall be in accordance with Aluminum Structures Painting Counsel Specifications SSPC-SP-10. All spent abrasive, oil, grease, and foreign matter, etc. will be completely removed prior to the application of the first coat. No rust or light surface rust or oxidation will be evident on the metal surface, prior to application of coating. Situate waterways around welded seams. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues. Apply two coats Amercoat (primer) and two coats Amershield (topcoat) coating systems as per the manufacture recommendations. Second coat of Amershield will include 16-grit aluminum oxide (non-skid). Final top coat will be 100% inspected by both the Contractor and Government.

5.21 REMOVE & RENEW PORT & STBD SWIM DECKS NON-SKID SURFACE TREATMENT

Contractor will bead blast to remove all existing deck non-skid estimated at 42sqft on both the PORT and STBD swim decks. Cleaning all corrosion and all paint leaving a near-white blast cleaned surface free of any remaining paint throughout the exterior deck plate surface and appendages. Blasting and cleaning shall be in accordance with Aluminum Structures Painting Counsel Specifications SSPC-SP-10. All spent abrasive, oil, grease, and foreign matter, etc. will be completely removed prior to the application of the first coat. No rust or light surface rust or oxidation will be evident on the metal surface, prior to application of coating. Situate waterways around welded seams and deck hatches. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues. Apply coating system as per the manufacture recommendations. Apply two coats Amercoat (primer) and two coats Amershield (topcoat) coating systems as per the manufacture recommendations.

Second coat of Amershield will include 16-grit aluminum oxide (non-skid). Final top coat will be 100% inspected by both the Contractor and Government.

5.22 REMOVE & RENEW WORK DECK NON-SKID SURFACE TREATMENT

Contractor will bead blast to remove all existing bridge deck non-skid estimated at 800sqft. Cleaning all corrosion and all paint leaving a near-white blast cleaned surface free of any remaining paint throughout the exterior deck plate surface and appendages. Blasting and cleaning shall be in accordance with Aluminum Structures Painting Counsel Specifications SSPC-SP-10. All spent abrasive, oil, grease, and foreign matter, etc. will be completely removed prior to the application of the first coat. No rust or light surface rust or oxidation will be evident on the metal surface, prior to application of coating. Situate waterways around welded seams and deck hatches. This is designated as a Government inspection point;

Government Inspector will inspect all work up to this point before contractual work continues. Apply coating system as per the manufacture recommendations. Apply two coats Amercoat (primer) and two coats Amershield (topcoat) coating systems as per the manufacture recommendations. Second coat of Amershield will include 16-grit aluminum oxide (non-skid). Final top coat will be 100% inspected by both the Contractor and Government.

5.23 RENEW PAINT ON FORDECK AND PORT & STBD WALKWAYS

Clean and repair non-skid and renew paint (flood coat) on foredeck and PORT and STBD walkways estimated at 430 sqft. Contractor will use two-part epoxy deck gray paint to match current decking color.

This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues. Apply two coats Amercoat (primer) and two coats Amershield (topcoat) coating systems as per the manufacture recommendations. Second coat of Amershield will include 16-grit aluminum oxide (non-skid) to effected areas. Final top coat will be 100% inspected by both the Contractor and Government.

5.24 INSPECT/REPAIR & PPP EFFER CRANE

Contractor will coordinate for and work under the guidance of a technical consultant/representative from the crane manufacturer to ensure work is conducted in accordance with manufacturer standards and specifications. Inspect and torque crane bearing bolts and base bolts as per manufacturer’s recommendations. Renew hydraulic fluid and filters as per manufacturer’s requirements. Remove and inspect turret motor and associated gears; renew all mounting fasteners with marine grade material.

Remove designated rusty and/or corroded parts to the sand blasted, prime and painted according to painting instructions. Contractor will bead blast clean all corrosion and all paint leaving a near-white blast cleaned surfaces of parts to be painted. Blasting and cleaning shall be in accordance with Aluminum Structures Painting Counsel Specifications SSPC-SP-10, or as necessary mechanically prep, prime and top coat according to manufacturer painting instructions.

5.24.1 Contractor will remove and mechanically prep and re-install six Effer hydraulic crane cylinders.

Once all six cylinders are mechanically prepped including removal of all corrosion, rust, oil, grease and foreign matter. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues. Contractor will reinstall/assemble all crane parts as per manufacture’s recommendations. Contractor will apply a two-part marine grade epoxy coating system;

two coats of primer (4mils) and a top coat semi-gloss black (3mils) or Effer tan-colored two-part epoxy on all crane parts. Crane will be static and operationally tested to ensure compliance with NCCCO and OSHA requirements. This is designated as a Government inspection point; Government Inspector will inspect all work up to this point before contractual work continues.

5.24.2 The contractor shall protect all areas of the vessel which may be affected by the removal of the cylinders including cleaning up any hydraulic fluid and renewing any damaged surfaces. The crane will be completely wrap in tarps and tightly wrapped at the turntable. All joints on the knuckle boom and the grapple will be wrapped along with following protective measures as referenced in the General Section.

5.25 CONTINGENCY PLAN FOR CONDITION FOUND

Any and all Condition Found Reports (CFR) will be submitted directly to the COTR via the Government Inspector prior to any action being taken by the Contractor in regards to the CFR.

5.26 OPTIONS.

5.26.1 ADDITIONAL LAY DAYS

Days needed to finish all initial work as required by schedule one items or any optional items identified by Contractors Condition Found Reports (CFRs)

5.26.2 MISCELLANEOUS JOURNEYMAN MECHANIC LABOR & ALUMINUM WORK

Work identified by Contract via CFRs and submitted to the COTR. CFR will be completed prior to completion of this contract.

5.26.3 PROPELLORS/PROPELLER SHAFTS/RUDDER SHAFT BEARING

Work identified by Contract as being out of tolerance and recorded as a CFR and reported to the COTR;

this work will be completed prior to completion of this contract.

5.26.4 ADDITIONAL WORK ON THE EFFER CRANE

Work identified by Contract via CFRs and submitted to the COTR. CFR will be completed prior to completion of this contract. All work will be complete with full regards to manufactures requirements.

5.26.5 INTERNAL PIPING & THORUGH-HULL FITTINGS

Work identified by Contract via CFRs submitted to the COTR or COTR to be completed prior to completion of this contract.

5.27. CONTRACTOR MANAGEMENT REPORTING (CMR): The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report ALL Contractor manpower (including subcontractor manpower) required for performance of this contract. The Contractor shall completely fill in all the information in the format using the following web address https://Contractormanpower.army.pentagon.mil. The required information includes: (1) Contracting Office, Contracting Officer, Contracting Officer’s Technical Representative (COTR) or also known as the Contracting Officer’s Representative (COR); (2) Contract number, including task and delivery order number; (3) Beginning and ending dates covered by reporting period; (4) Contractor's name, address, phone number, e-mail address, identity of Contractor employee entering data;

(5) Estimated direct labor hours (including sub-Contractors); (6) Estimated direct labor dollars paid this reporting period (including sub-Contractors); (7) Total payments (including sub-Contractors); (8) Predominant Federal Service Code (FSC) reflecting services provided by Contractor (and separate predominant FSC for each sub-Contractor if different); (9) Estimated data collection cost; (10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the Contractor with its UIC for the purposes of reporting this information); (11) Locations where Contractor and sub-Contractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website); (12) Presence of deployment or contingency contract language; and (13) Number of Contractor and sub-Contractor employees deployed in theater this reporting period (by country). As part of its submission, the Contractor shall provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period shall be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year. Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a Contractor’s system to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the XML direct transfer may be downloaded from the website.

PART 6

APPLICABLE PUBLICATIONS

6. APPLICABLE PUBLICATIONS (CURRENT EDITIONS)

6.1. The Contractor must abide by all applicable regulations, publications, manuals, and local policies and procedures.

6.2. Kvichak Docking Plan #7931-230-002 (rev A)

6.3. Kvichak Catholic Protection drawing # 7931-514-001

6.4. Aluminum Structures Painting Counsel Specifications SSPC-SP-10

6.5. TP – 1.06 – 1

PART 7

ATTACHMENT/TECHNICAL EXHIBIT LISTING

7. Attachment/Technical Exhibit List:

7.1. Attachment 1/Technical Exhibit 1 – Performance Requirements Summary

7.2. Attachment 2/Technical Exhibit 2 – Deliverables Schedule

7.3. Attachment 3/Technical Exhibit 3 – Estimated Workload Data

TECHNICAL EXHIBIT 1

Performance Requirements Summary The contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

Performance Objective Standard Performance Threshold Method of Surveillance

PRE-DRY DOCKING SEA TRIALS All parties present, 8 hours 8 hours 100% on-site surveillance

DOCKING & BERTHAGE Vessel safely docked and berthed, including shore power

Vessel safely powered for gangways and lighting

100% on-site surveillance

DRY DOCKING Dry dock in accordance with Kvichak Docking Plan #7931-230-002 (rev A)

Kvichak Docking Plan #7931-230-002 (rev A)

100% on-site surveillance, visual inspection by Contractor diver

PRESSURE WASH UNDERWATER

HULL

Water pressure system will not exceed 500 psi

500 psi 100% on-site surveillance

HULL CLEANING & PAINTING

UNDERWATER HULL

Cleaning conducted in accordance with Aluminum Structures Painting Counsel Specifications SSPC-SP-10, Painting conducted in accordance with Intersleek coating guidelines

Aluminum Structures Painting Counsel Specifications SSPC-SP- 10, Intersleek coating guidelines

100% on-site surveillance

RECONFIGURE PORT & STBD

BOW THRUSTER GRATES

Reconfigured grates can be removed with hand tools only

Able to remove grates with hand tools

100% on-site surveillance

RECONFIGURE PORT & STBD

ENGINE ROOM LOUVER

GRATES

Reconfigured grates can be removed with hand tools only

Able to remove grates with hand tools

100% on-site surveillance

RENEW ZINC ANODES ON

HULLS, SEA CHESTS, SHAFTS &

STERNS

All existing zinc anodes removed and replaced with new zinc anodes, type ZSS Military Specification Mil-A-18001H

ZSS Military Specification Mil-A-18001H

100% on-site surveillance

SONIC SURVEY UNDERWATER

HULL PLATING

Non-destructive hull survey conducted No fewer than 200 tests performed and results reported to the Government within 5 working days of non-destructive hull plate inspection

100% on-site surveillance

INSPECT PORT/STBD SEA CHEST

& SEA CHEST VALVES

5 valves shall be thoroughly cleaned and shall have all defective parts, corrosion, and fittings renewed as directed. Test will be conducted in accordance with TP – 1.06

– 1, valve will be hydrostatically tested to 50 PSI for a period of 10 minutes

TP – 1.06 – 1, valves tested to 50 PSI for a period of 10 minutes

100% on-site surveillance

INSTALL ¾” STAND PIPE IN

PORT & STBD SEA CHEST TO

SUPPORT SEA WATER MDE

PRIMINING PUMPS

Install ¾” marine aluminum stand pipe.

Test in accordance with TP – 1.06 – 1, valve will be hydrostatically tested to 50 PSI for a period of 10 minutes

TP – 1.06 – 1, valve tested to 50 PSI for a period of 10 minutes

100% on-site surveillance

ENLARGE PORT HULL HVHC

THROUGH-HULL FITTING

Enlarge port hull and replace 2” inch stand pipe and valve with 3” stand pipe and valve. Test in accordance with TP – 1.06 – 1, valve will be hydrostatically tested to 50 PSI for a period of 10 minutes

TP – 1.06 – 1, valve tested to 50 PSI for a period of 10 minutes

100% on-site surveillance

CORRECT VALVE

ORIENTATAION STBD MDE SEA

STRAINER

Remove and rotate valve to ensure the valve can be full closed and opened as per the manufactures instructions

Valve can be full closed and opened

100% on-site surveillance

INSPECT PORT/STBD SHAFTS

STERN/STRUT BEARINGS

All stern and strut bearings inspected Inspection results delivered to Government within 2 working days

100% on-site surveillance

INSPECT PORT/STBD

RUDDER/STOCK STUFFING

BOXES

All rudder stocks inspected Inspection results delivered to Government within 2 working days

100% on-site surveillance

INSPECT/BALANCE/NON-

DESTRUCTIVE TEST PORT/STBD

SHAFTS

Inspect port and starboard shafts in accordance with ABS standards and compare to 2014 readings

Inspection results delivered to Government within 5 working days

100% on-site surveillance

MODIFY PORT & STBD SWIM

STEP SIDE SHELL

Side shell structural integrity remains post-modification

No spidering present and future spidering is prevented

100% on-site surveillance

FABERICATE & INSTALL SEMI-

CLOSED BOW CHALKS ON BOTH

THE PORT & STBD BOWS

Chalks will provide a non-interfering smooth fairlead from both PORT/forward bollards and STBD/forward bollards respectfully

Fairlead is integrated into lower life rail

100% on-site surveillance

REMOVE & RENEW HEAD DECK

NON-SKID SURFACE

TREATMENT

Blasting and cleaning conducted in accordance with Aluminum Structures Painting Counsel Specifications SSPC-SP- 10.

Aluminum Structures Painting Counsel Specifications SSPC-SP-10

100% on-site surveillance

REMOVE & RENEW PORT &

STBD SWIM DECKS NON-SKID

SURFACE TREATMENT

Blasting and cleaning conducted in accordance with Aluminum Structures Painting Counsel Specifications SSPC-SP- 10.

Aluminum Structures Painting Counsel Specifications SSPC-SP-10

100% on-site surveillance

REMOVE & RENEW WORK

DECK NON-SKID SURFACE

TREATMENT

Blasting and cleaning conducted in accordance with Aluminum Structures Painting Counsel Specifications SSPC-SP- 10.

Aluminum Structures Painting Counsel Specifications SSPC-SP-10

100% on-site surveillance

REN…