Solicitation_Barge_60.pdf

N4523A-15-R-0009

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RATING PAGE OF PAGES

7. ISSUED BY

(Date)

IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.

Previous Edition is Unusable 33-134 STANDARD FORM 33 (REV. 9-97)

Prescribed by GSA

FAR (48 CFR) 53.214(c)

DO-A3 1 106

(If other than Item 7)

15A. NAME 16. NAME AND TITLE OF PERSON AUTHORIZED TO

AND

ADDRESS

SIGN OFFER (Type or print)

OF

OFFEROR

AMENDMENT NO. DATE

15B. TELEPHONE NO (Include area code) 17. SIGNATURE15C. CHECK IF REMITTANCE ADDRESS

IS DIFFERENT FROM ABOVE - ENTER

SUCH ADDRESS IN SCHEDULE.

18. OFFER DATE

1. THIS CONTRACT IS A RATED ORDER

UNDER DPAS (15 CFR 700)

2. CONTRACT NO.

N4523A 8. ADDRESS OFFER TO

See Item 7

9. Sealed offers in original and 1 copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if handcarried, in the depository located in

CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-1. All offers are subject to all terms and

808 Burw ell St Bremerton WA conditions contained in this solicitation.

10. FOR INFORMATION

CALL:

A. NAME (NO COLLECT CALLS)

BART FRANKLIN 360-476-1356

11. TABLE OF CONTENTS

SOLICITATION/ CONTRACT FORM

SUPPLIES OR SERVICES AND PRICES/ COSTS

2 - 3

X I CONTRACT CLAUSES

DESCRIPTION/ SPECS./ WORK STATEMENT X

PACKAGING AND MARKING

4 - 48 J LIST OF ATTACHMENTS

INSPECTION AND ACCEPTANCE

DELIVERIES OR PERFORMANCE

50 - 51 X K

REPRESENTATIONS, CERTIFICATIONS AND

OTHER STATEMENTS OF OFFERORS

CONTRACT ADMINISTRATION DATA 52 - 54 X

SPECIAL CONTRACT REQUIREMENTS

OFFER (Must be fully completed by offeror) 55 - 59 X M

L INSTRS., CONDS., AND NOTICES TO OFFERORS

EVALUATION FACTORS FOR AWARD

NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.

is inserted by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the designated point(s), within the time specified in the schedule.

13. DISCOUNT FOR PROMPT PAYMENT

(See Section I, Clause No. 52.232-8)

14. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments

AMENDMENT NO. DATE

to the SOLICITATION for offerors and related documents numbered and dated):

FACILITY

12. In compliance with the above, the undersigned agrees, if this offer is accepted within calendar days (60 calendar days unless a different period

SOLICITATION, OFFER AND AWARD

X

(X) SEC. DESCRIPTION (X) SEC. DESCRIPTION PAGE(S)

PART I - THE SCHEDULE

26. NAME OF CONTRACTING OFFICER (Type or print) 27. UNITED STATES OF AMERICA 28. AWARD DATE

EMAIL:TEL: (Signature of Contracting Officer)

CODE CODE

B. TELEPHONE (Include area code) C. E-MAIL ADDRESS

AWARD (To be completed by Government)

19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION

22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:

10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( ) (4 copies unless otherwise specified)

23. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

24. ADMINISTERED BY (If other than Item 7) CODE 25. PAYMENT WILL BE MADE BY CODE

PART IV - REPRESENTATIO NS AND INSTRUCTIO NS

PART III - LIST O F DO CUMENTS, EXHIBITS AND O THER ATTACHMENTS

60 - 69

PART II - CO NTRACT CLAUSES

PUGET SOUND NAVAL SHIPYARD CODE 400

1400 FARRAGUT

CONTRACTING CODE 440

BREMERTON WA 98314-5001

FAX:

TEL:

FAX:

TEL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

SOLICITATION

6. REQUISITION/PURCHASE NO.5. DATE ISSUED4. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

[ X ]

3. SOLICITATION NO.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

CLIN

Number

Maintenance and Repair of Barge 60

FFP

JOB

Contractor shall provide proposed pricing for the maintenance, repair, and preservation of

Barge 60, home ported at Naval Base Kitsap, Bremerton, Washington, in accordance with

Statement of Work contained in Section C of this solicitation. In addition to the total proposed price for Barge 60 repair, the Contractor shall provide the proposed price per-linear-foot (LF) of weld repair to establish a fixed rate for weld repair in accordance with

Variations in Estimated Quantity FAR 52.211-16 (not to exceed 10% of 4,563 LF). Insert unit price of one (1) LF of Weld Repair $_______. This unit price will be used to price modifications associated with additional LF of weld repairs under the Variations in

Estimated Quantity FAR clause 52.211-16.

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

CLIN

Number

Over and Above Work for Barge 60

FFP

JOB

Additional Repairs not specified in CLIN 0001 (e.g. within scope growth work identified during execution of the contract), per DFARS 252.217-7028, " Over and Above Work

(DEC 1991)".

FOB: Destination

NET AMT

CLAUSES INCORPORATED BY FULL TEXT

HQ B-2-0004 EXPEDITING CONTRACT CLOSEOUT (NAVSEA) (DEC 1995)

(a) As part of the negotiated fixed price or total estimated amount of this contact, both the Government and the

Contractor have agreed to waive any entitlement that otherwise might accrue to either party in any residual dollar amount of $500 or less at the time of final contract closeout. The term “residual dollar amount” shall include all money that would otherwise be owed to either party at the end of the contract, except that, amounts connected in any way with taxation, allegations of fraud and/or antitrust violations shall be excluded. For purposes of determining residual dollar amounts, offsets of money owed by one party against money that would otherwise be paid by that party may be considered to the extent permitted by law.

(b) This agreement to waive entitlement to residual dollar amounts has been considered by both parties. It is agreed that the administrative costs for either party associated with collecting such small dollar amounts could exceed the amount to be recovered.

HQ B-2-0022 CONTRACT SUMMARY FOR PAYMENT OFFICE (FIXED PRICE) (FEB 1997)

This entire contract is fixed price.

Section C - Descriptions and Specifications

STATEMENT OF WORK

1.0 General Requirements: This document invokes the requirements applicable to the docking and maintenance work to be performed on one each, BARGE -60. Work performed and accomplished shall be in accordance with the highest quality workmanship standards and practices commonly accepted in the commercial marine industry and the technical references listed herein. The Contractor is responsible for understanding and complying with all requirements specified herein. The requirements listed herein work in conjunction with the technical drawings and other references to describe the essential features, functions, and requirements of the work performed.

1.1 Vessel Characteristics:

BARGE (60) Built by Zidell Explorations Inc.

Length: 230 FT Draft: 3 FT-1 IN

Width: 60 FT – 2 IN Full Displacement:

Age: 36 YRS Light Load 867 L Tons

Hull Type: Steel Height: 15 FT

1.2 Scope Overview: Coordinate with the Contracting Officer, via the Contracting Officer’s

Representative (COR) to deliver the vessel from Puget Sound Naval Shipyard (PSNS) Bremerton, to the Contractor’s facility. Dock, open and maintain dry each tank and void. Accomplish weld repair in the tanks. Accomplish American Bureau of shipping weld inspection, Blast and paint weld repairs. Perform a final air test on tanks. Accomplish a final closure inspection of each tank upon completion of all work. Undock the vessel. Arrange and coordinate the delivery of the vessel back to the Government at PSNS Bremerton with the

Contracting Officer via the COR.

1.3 Definitions: As used throughout this Specification, the following definitions and terms have meanings as indicated:

1.3.1 Unless otherwise stated, “as shown”, “as indicated”, “as detailed”, or other words of similar import refer to the contractual documents including reference documents and publications.

1.3.2 The words “as directed”, “as approved”, “when authorized” or words of similar import refer to the direction, requirements, permission, approval, or acceptance by the Contracting Officer.

1.3.3 The term “Objective Quality Evidence” (OQE) shall mean current, accurate, and complete objective documentation and information submitted together as a complete data package sufficient that a qualified and disinterested third party could analyze, evaluate, and formulate an opinion as to whether technical requirements were achieved.

1.3.4 Where “in accordance with Regulatory Body requirements” is stated, the industrial efforts shall be in accordance with the appropriate commercial regulatory body requirements unless otherwise authorized by the Government.

1.3.5 The term “Code 400 or C400”, as used in the Specifications, means Puget Sound

Naval Shipyard and Intermediate Maintenance Facility (PSNS & IMF), Code 400, Northwest

Regional Maintenance Center (NWRMC) Industry Management (IND MAN) Department, Contracting Officer and/or designated Contracting Officer’s Representative (COR).

1.3.6 The term “marine” or “marine quality” means an item constructed of materials unaffected by moisture, sea spray, extremes in temperature or other hazards of the marine environment, and designed and constructed to perform its intended functions under marine operating conditions.

1.3.7 The term “herein” means the applicable section(s) of this Specification.

1.3.8 The term “NAVSEA” means the Naval Sea Systems Command, one of five system commands, responsible for engineering, building, supporting, and maintaining the

Navy’s fleet of vessels.

1.4 Care of Vessel: The Contractor shall be responsible for the care of vessel equipment, materials, and components related to the work being performed. Vessel shall be kept free of chips, shavings, refuse, dirt, scrap materials, welding slag, and other extraneous materials.

Piping ends shall be covered with appropriate covers to prevent system contamination. Open areas in structure shall be covered to prevent water entry. Tanks and voids opened shall be clean, dry, and pass Government inspection prior to being closed. Do not operate or utilize existing, newly installed, or repaired shipboard equipment for or in the performance of the

Contractor’s work effort. Ship’s Force will accomplish such operation when required for test and checkout purposes. Temporary protective measures shall be taken to avoid wear and damage to the Vessel and all associated components. Water shall not be allowed to accumulate in the hull or structure during work performance. Measures shall be taken to prevent corrosion and deterioration of the Vessel and all associated components. Vessel shall be broom clean with all preservation coatings fully cured prior to final delivery to the Government.

1.5 Workmanship: Workmanship provided by Contractor employees shall be consistent with the highest standards of commercial marine practices and regulatory bodies. The

Government reserves the right to accept or reject material and workmanship nonconformance.

Noncompliance with Contractor’s quality control processes will influence the past performance rating provided in the contract evaluation. Plating and structural member cuts shall be neatly and accurately made with edges cleaned and prepared for welding. Sharp edges shall be ground smooth to avoid injury to personnel. Equipment, machinery and associated support systems shall not leak oil, water or other type of fluids. Machinery and equipment shall be protected against weather hazards. Machinery, equipment and electrical cables shall be protected against accidental movement or shifting in exposed locations.

1.5.1 At the time of delivery, work performed shall meet the performance requirements specified. In the event that deficiencies are discovered during the Guarantee period, an opportunity will be afforded the Contractor to witness, inspect and comment on such deficiencies. Materials and articles used for work performed shall be of commercial marine quality, conforming to the requirements of the Regulatory Bodies listed herein, unless specified to be otherwise. Where terms such as machinery, fittings, structures and equipment are herein specified to be in accordance with Government specifications it is intended that commercial marine equivalents, when approved by the Government, may be substituted.

1.6 Arrival Conference: The Government will arrange an arrival conference with the

Contractor at Code 400 facility after contract award and prior to start of production work. The

Contractor shall submit the following information 5 working days after contract award and/or prior to the scheduled arrival conference:

1.6.1 List of all subcontractors with extent of work to be accomplished by each subcontractor.

1.6.2 List of manufacturer’s Technical Representatives to be provided per the particular specification requirement.

1.6.3 List of Contractor’s National Fire Protection Association (NFPA) Marine

Chemist certifying gas-free conditions for this project and a list identifying Contractor employees designated as “Competent Persons” in accordance with 29 CFR 1915.7, including date trained.

1.6.4 Welder Qualification List, with name, type of qualification(s) and date of last qualification test for each qualification and a list of qualified silver braziers.

1.6.5 Material Safety Data Sheets (MSDS) for all materials to be used by the

Contractor to accomplish the requirements of this contract.

1.6.6 List of key Contractor personnel with names, positions, telephone, and fax numbers, e-mail addresses and emergency contact information.

1.6.7 Copy of the Contractor’s Inspection and Quality Control System with copies of all related forms, reports, and other supporting documentation.

1.6.8 Copy of Contractor’s Property Administration Program for Government

Furnished Equipment (GFE) or Material (GFM) including copies of all related forms and reports.

1.6.8.1 The Contractor’s Property Administration Program shall be accepted and approved for adequacy only by the Code 400 Property Administrator, Sandra Betts,

(360) 476-4205.

1.6.9 Copy of Contractor’s Environmental Protection and Hazardous Waste

Management Plan, including Risk Management/Mitigation plans specific to this contract.

1.6.10 Copy of required federal, state and local environmental notifications and permits for performance of the work (or a schedule of when they will be obtained).

1.6.11 Contractor’s production performance and material ordering schedules.

1.7 Corrective Action Request (CAR): The Contractor is solely responsible for implementation of the Inspection and Quality Control System submitted in 1.6.7.

Government observer(s) will monitor production work performed at any time or at any facility where work is ongoing. If, during the performance of work, the Government observer(s) witness work that fails to meet the specifications or would lead to an unsatisfactory end product the observer will alert the Contracting Officer and advise the Contractor of the deficiency. If the deficient work is not corrected within a reasonable amount of time

(determined by the Contracting Officer’s Representative) the Contractor will be issued a

Corrective Action Request (CAR) and shall respond in writing within 48 hours of CAR receipt to the Contracting Officer concerning the corrective action taken to remedy the issue and prevent future occurrences. Any actions conducted by contractor employees that can cause harm/damage to persons or Government property will result in a Method ‘B’ CAR.

1.8 Progress Meetings: Weekly progress meetings will be held at the Contractor’s facilities near the vessel. The day and time of the meeting will be set by the COR upon consultation with the Contractor. A review of percentage completion for each work item shall be conducted including the Contractor’s assessment of schedule adherence. Production schedule, corrective action reports, material lead times and other issues shall be discussed.

1.9 Interferences: Contractor pricing offered shall include removal and re- installation of all interferences associated with performance of the required work. The fact that interference is not shown on a plan or specifically identified in the specification item is not justification for a contract change. A physical check of each work site prior to bid submittal is strongly encouraged.

1.10 Safety Requirements: Comply with the requirements of 29 CFR Part 1915, 29 CFR 1910, and 29 CFR Part 1926, state and local laws, rules, and ordinances during contract performance and as follows:

1.10.1 General: Contractor shall be responsible for the compliance of the above requirements by all subcontractor personnel performing work related to this contract. In cases of conflict between the above regulations, the stricter of the requirements shall take precedence.

1.10.2 Accidents and Injuries: Report injuries to Contractor and subcontractor employees immediately to the COR. A written report of the incident shall be submitted within

24 hours of investigation completion. Written report shall include narratives of the circumstances leading up to and including the injury and any actions (immediate and contemplated) taken to mitigate future reoccurrences of injuries.

1.10.3 Scaffolding: PSNS & IMF has established additional standards above the OSHA minimum requirements when PSNS & IMF personnel are required to access or work from any scaffolding and associated ladders. These additional requirements are hereby invoked and are applicable to Contractor assembled scaffolding and ladders at any location where PSNS & IMF personnel administer the contract. Scaffolds and ladders shall meet the requirements of 29 CFR

1910.27, 29 CFR 1910.28 and as follows:

1.10.3.1 Install a swinging gate guardrail at the entrance to each scaffold ladder access opening(s) and each through-platform access opening(s).

1.10.3.1.1 Install standard railing around the non- access

sides and a swinging gate guardrail on the entrance side of through-platform access openings.

1.10.3.1.2 Install standard toe-boards around all scaffold

floor openings, except at the entrance to the swinging gate guardrail, on all exposed sides of through-platform access openings.

1.10.3.2 Install each ascending ladder section with a landing platform and with each ladder section platform in an offset position from the previous or adjacent ladder section for heights above 21 feet. Position each ladder perpendicular to each landing or work platform to the greatest extent practicable.

1.10.3.3 Install commercial scaffolding that is configured and designed by a qualified person when OSHA, ANSI, and manufacturers’ designed guidelines exist.

Construct, load, and maintain scaffolding in accordance with the qualified person’s design.

1.10.3.4 Develop detailed engineered drawings and specifications for scaffolds when OSHA, ANSI, or manufacturers’ designed guidelines do not exist, such as for

“hanging scaffolding”. Drawings and specifications shall be designed by a registered professional engineer and meet the following:

1.10.3.4.1 Maintain on the jobsite a copy of the detailed

engineering drawings and specifications showing the sizes and spacing of members and the calculations developed for the engineered design(s).

1.10.3.4.2 Construct, load, and maintain scaffolding in

accordance with the registered professional engineer’s design.

1.10.3.5 Install a commercially available scaffold tag system on all scaffolds.

The tagging system, as a minimum, shall be prominently attached to the scaffold structure, consist of green colored “Okay to Use” tag(s), red colored “Danger” tag(s), and accomplish the following:

1.10.3.5.1 Ensure that only qualified Competent Person’s apply tags;

1.10.3.5.2 Ensure that any scaffolds not properly tagged shall not be used;

1.10.3.5.3 Apply all tags on the scaffold structure as close

as practicable to each ladder access and/or entry point;

1.10.3.5.4 Apply a red tag to indicate to users that the

scaffold is being dismantled, is not yet completely erected, or for some reason is unsafe for use;

1.10.3.5.5 Apply a green tag to indicate to users that the

scaffold is safe for use and is compliant with all OSHA regulations and other applicable requirements;

1.10.3.5.6 Ensure green tags contain the following information as a minimum: the location of the scaffolding structure; a unique reference number to identify each separate scaffolding structure, if necessary; the date the scaffolding structure was first erected; the name(s) of the scaffold builder(s); the load rating of the scaffold structure; and the

Competent Person’s printed name and signature.

1.11 Hot Work/Welding: Prior to performance of any hot work/welding on the vessel, certify a safe atmosphere exists in and around the work area before starting any work that may produce the heat of ignition, sparks or flame. Accomplish necessary steps in order to make the area safe for hot work. A copy of the gas free certification shall be posted at the work site for the entire period that personnel entry into and around the work area is required.

1.11.1 All welding equipment and materials, including weld electrodes, shall comply with the applicable requirements of American National Standards Institute/ American Welding

Society (ANSI/AWS) D1.1, Structural Welding Code, Steel and American Bureau of Shipping

(ABS) requirements. Welding shall be sequenced to keep the thermal expansion of structures to a minimum. All welders shall be certified in accordance with AWS Requirements.

1.11.1.1 NO. 47 Shipbuilding and Repair Quality Standards and MIL-STD

1689A shall apply to all welds, where conflicts exist NO.47 Shipbuilding and Repair Quality

Standards shall take precedence.

1.11.2 Perform visual, radiographic, ultrasonic, magnetic particle or dye penetrant inspection of welds, to determine conformance, in accordance with the requirements of the

American Society for Testing and Materials (ASTM) International and American ABS Non-

Destructive Inspection of Hull Welds. All welds shall be 100 percent visually inspected. All boundary integrity welds shall be 100 percent visually inspected and tested to the appropriate nondestructive testing method. All defects shall be repaired in accordance with approved procedures.

1.11.2.1 NO. 47 Shipbuilding and Repair Quality Standards and STD

1689A shall apply to all welds where conflicts exist, NO.47 Shipbuilding and Repair Quality

Standards shall take precedence.

1.11.3 Submit one legible drawing or sketch of each proposed access cut and a list of each proposed bolted/riveted access removal to the COR and GDO (Government Docking

Observer) 4 working days prior to making any cut or removing any bolted/riveted access.

Submittals are not required where access cuts are authorized per a NAVSEA approved drawing.

Drawing or sketch shall contain, as a minimum, the following:

1.11.3.1 Describe the temporary access closure or enclosure.

1.11.3.2 Develop a plan and elevation view specifying the location of each access by deck, frame, and distance from the center line or deck edge including measurement and location of adjacent penetrations, bulkheads, framing, welds, and riveted joints within 12-inches of the proposed cuts.

1.11.3.3 Identify the location and number of previous cuts visible in each plate and the cutback of existing welds.

1.11.3.4 Identify structural reinforcement required to prevent distortion of the vessels structure.

1.11.3.5 Identify the thickness and type of material of plating and structural members to be cut. Identify the source or document/drawing number identifying the material requirements, if possible.

1.11.3.6 Identify by positive methods any structural member, interference, and compartment boundary(s) on the opposite side of the proposed access cut or bolted/riveted access.

1.11.3.7 Furnish a copy of the weld procedure or identify the

Government approved weld procedure number on/with the drawing or sketch, include weld joint design for re-welding access cuts approval.

1.11.3.8 Furnish all drawing titles, numbers, and technical

documentation used to accomplish the requirements of 1.11.3.

1.11.4 Accomplish the following hull access cut requirements:

1.11.4.1 Hull access cuts shall be circular and limited to maximum of

18 inches or a maximum oval of 24 inches long by 18 inches wide with a minimum radius of 6 inches with a minimum of 3-inch standoff from any structure.

1.11.4.2 Hull access cuts shall not intersect existing welds or structure.

1.11.4.3 Accomplish Peening of hull access cuts with power-driven equipment with round or blunt nosed tools or circular or oblong cross section. Light grinding shall be employed to remove visual indications of flaking or laps. Surface slag, slag inclusions, cracks and gas holes shall be removed before peeing to prevent entrapment of foreign materials or unfused areas in the weld. Peening of root layers is prohibited. If the last layer is peened, it shall be ground to remove evidence of peening. Minimum weld crown must be achieved after grinding.

1.11.4.3.1 Accomplish unique identification for each hull access patch prior to removal, and maintain a hull access cut log using 1.11.3.2 for guidance.

1.11.4.4 Hull access inserts shall be installed with a double bevel butt weld.

The weld shall be back-gouged and the initial root pass fully removed. Weld shall be peened. Do not peen the root or final pass.

1.11.4.4.1 Surface slag, slag inclusions, cracks, porosity, rust, scale, excessive roughness, weld bead overlap, reentrant bead contour and other weld defects shall be removed prior to peening to prevent embedding any foreign material or unfused areas in weld.

Light grind or burr the peened surface sufficient to remove visual indication of flaking or laps on the finish contour prior to inspection.

1.11.4.5 Coordinate with ABS for inspections of the back gauge prior to completion of each weld.

1.11.4.6 At least 25% of each access cut weld shall be subject to ultrasonic testing (UT).

1.11.4.6.1 UT acceptance criteria shall be Class B

inspection and in accordance with ABS Nondestructive Inspection of Hull Welds.

1.11.4.6.2 Each UT shall be subject to review and

acceptance by the ABS on-site surveyor.

1.11.4.7 Submit one legible copy, in hard copy or approved transferrable media, of all documentation used to perform and certify all quality tests and inspections to the

COR.

1.12 Threaded Fasteners: Except as otherwise specified herein, or on the drawings listed, threaded fasteners shall be in accordance with applicable ASTM standards. Coarse thread series shall be used unless the component’s design indicates a necessity to use fine thread series. Hole diameters for mounting bolts shall not exceed the diameters produced using standard size drill bits. Black oxide coated brass and cadmium plated fasteners are prohibited. Consult the requirements of MIL-STD-777 and Naval Ships’ Technical Manual (NSTM) Chapter 075

(S9086-CJ-STM-010) for guidance in instances where there is a question as to the material to be utilized.

1.12.1 Threads on externally threaded fasteners, after being installed and tightened, shall protrude a minimum of 2 threads to a maximum of 5 threads beyond the top of the nut with the exception of minimum thread protrusion for self-locking (plastic insert) nut installations. For those installations, bolt or stud end minimum thread protrusion shall be flush with the face of the nut. For self-locking nuts, the bolt or stud end shall protrude a maximum of 5 threads beyond the top of the nut after the nut is tightened.

1.12.2 Clean, chase, and tap exposed threaded areas and inside of bolt holes and of each fastener retained for reuse.

1.12.3 Tighten threaded fasteners in the sequence, patterns, and the torque values, when not otherwise specified, using the requirements of Section 4, paragraph

075-4.1 through 075-4.7.1.3.2 of NSTM Chapter 075 for guidance.

1.13 Environmental and Hazardous Waste Management: Comply with all federal, state, and local laws, codes, regulations, acts, ordinances, and rules for Environmental

Protection and Hazardous Waste Management / Disposal, including obtaining required licenses, generator identification number, and permits.

Designate one employee responsible for Environmental and Hazardous Waste Management.

Provide copies of all hazardous waste manifest forms, signed by the owner or operator of the disposal facility to the COR within 30 calendar days of project completion. All contract, manifests, invoices, and other documents related to the removal, storage, handling, transportation or disposal of hazardous waste shall bear a generator identification number issued to the Contractor pursuant to applicable law. Provide a report to the COR identifying type, amount, and disposal cost of waste that was removed as part of the required performance of this contract. The report shall include the chemical analysis method used to identify the waste and state whether the waste was hazardous (with generator identification number) or non-hazardous. Take actions to mitigate creation of hazardous waste by recycling and other available methods. All hazardous waste generated by work under this contract is anticipated to be Contractor generated and shall be the responsibility of the Contractor.

Estimated hazardous waste associated with work required in this Specification is listed below:

Product Amount

Cleaning Solvents 15 gallons

Paint (enamel, latex, epoxy, thinners, oil based, rubber, non-skid, lacquer, varnishes, removers)

230 gallons

Rags (contaminated with a known source) 20 pounds

Blast Media and paint chips possibly contaminated with heavy metals and other contaminants

2300 pounds

Hazardous waste generated during the actual performance of the work may vary in type or amount from the waste listed above. The above is an estimate of the amount of waste anticipated to be generated; not an estimate of the amount of work in generating that waste.

1.13.1 The Contractor shall ensure that their cost proposal for the work proposed herein includes reasonable compensation for all anticipated cost of managing and disposing of the wastes listed above, and/or created or generated in the execution of the delivery order issued, in accordance with the requirements of 42 USC 6901-6992 Rev 1996, 49 USC 5103, 10 USC 7311 Rev 1/22/11. The Contractor shall include a 5-way break down of the anticipated costs associated with this effort in their offer. Pursuant to the requirements of

Paragraph (b) of 10 USC 7311 Rev 1/22/11, total cost greater or less than the above dollar amount when authorized by the Contracting Officer will be the subject of an equitable adjustment.

1.13.2 Consider marine coatings to contain heavy metals (e.g. lead, chromium, cadmium), hexavalent chromium, crystalline silica, and/or other toxic or hazardous substances until laboratory analysis establishes otherwise. Comply with all procedures and precautions required for employee protection, sampling, removal, and disposal.

1.14 Materials: All Contractor furnished materials (CFM) installed shall be new.

Materials shall be as indicated on the listed drawings, publications or as specified in this

Specification, unless noted otherwise. The use of asbestos, polychlorinated biphenyl (PCB), magnesium, cadmium, or mercury in any materials is prohibited.

1.14.1 New Hull Insert material shall be ABS certified material.

1.14.2 New Hull Insert material shall meet the performance requirements of MIL-

S-22698.

1.14.3 All material documentation shall be reviewed and accepted by the on-site

ABS surveyor.

1.15 Weight Control: Institute a weight control program in which actual weights, for removed, relocated and installed equipment/structure, are measured by either weighing or from manufacturer certified data. The location of the center of the load must be recorded along with each weight entry in the weight control report. This location will show the distance vertically from the baseline of the vessel, longitudinally from amidships, and tangentially from the centerline of the vessel. Items that are permanently removed and replaced with the identical item, in the same location, are not required to be included in the weight control report. Items that are replaced with like items of differing material or quantity shall be included in the weight control report. Items that are new installations shall be included in the weight report. Submit a final weight control report to the COR 48 hours prior to undocking. Submit additional reports to the COR if changes are made after undocking.

1.16 Label Plates: Label plates installed in locations exposed to the weather shall be CRES and shall be prepared by the “Metal-Photo” process and sealed to exclude moisture between the plate and the mounting surface. Label plates shall be installed to assure maximum visibility. Label plates shall be attached with corrosion-resistant steel (CRES) screws or adhesive, using drawing S2803-980208 Rev L and S2803-980209 Rev L for guidance. Where adhesive is used, surface preparation shall be in strict accordance with the adhesive manufacturer’s instructions. Test label plates shall be attached on or adjacent to all equipment or components tested without interference to equipment or component operation. The label shall identify the equipment or component, the test load, the dynamic and static load (if applicable), the rated load, the date of testing, and the activity performing the test, using the layout format of drawing S2803-980209 Rev L for guidance.

1.17 Availability Requirements: All written and electronic correspondence with the

Government, however addressed, shall be submitted to the Contracting Officer via the COR. In general, for subjects related to payments, separate letters shall be submitted to the Government for each subject concerning changes or delivery. Company “authorized representatives” shall sign all Contractor correspondence. Furnish the Contracting Officer with a listing of names, titles, and telephone numbers of these authorized representatives, including emergency contact numbers at the Arrival Conference and when Contractor employees change.

1.17.1 Prepare and keep current schedules necessary for the purpose of establishing an orderly and systematic accomplishment of production work and material ordering. Provide two legible copies, One in hard copy and One in approved transferrable media, to the COR at progress meetings.

1.17.1.1 All schedules and reports shall be submitted no later than 12:00 P.M.

each Tuesday.

1.17.2 Document Contractor “conditions found” and inspection discrepancies on

FIGURE A, included as part of this specification. Duplicate and complete the form to notify the Contracting Officer of problems and provide Contractor recommended corrective action.

Items whereby the contractor recommends corrective action, that would impact cost or schedule, shall be accompanied by the contractor’s proposed costs and schedule impact.

Provide sufficient information to enable the Contracting Officer to make a determination if contract modification is required. Provide all inspection results including detailed measurements, photographs, sketches, and other means to accurately detail the inspection results using FIGURE A, with attachments as necessary.

1.17.3 Arrange for and transport the vessel from the Government facility at Puget Sound

Naval Shipyard (PSNS) in Bremerton, WA to the Contractor’s repair facility. Upon completion of all work coordinate redelivery of the vessel to the Government facility at PSNS in Bremerton, WA. Provide all materials, labor, and insurance bonds necessary for the safe transport of the vessel to and from the Contractor’s facility and for the period that the vessel is located at the

Contractor’s repair facility.

1.17.3.1 Life lines, stanchions and tow gear will be removed prior to transport from Government facility. Contractor shall provide all required tow gear for barge transit.

1.17.3.2 Flood alarm system batteries will be energized prior of transfer of the barge to the Contractor.

1.17.3.3 Alarm shall be de-energized after the barge is secure at Contractors facility.

1.17.3.4 Contractor shall ensure that the batteries are fully charged prior to undocking (Batteries located in black steel box located on the forward barge deck).

1.17.3.5 Contractor shall ensure existing Flood alarm system is energized prior to the barge return voyage.

1.17.3.6 Barge will not be equipped with navigation lights; Contractor shall provide and install portable-style navigation lights for barge transit.

1.17.3.6.1 Navigation light platforms are available on the barge for the portable lights to be placed on.

1.17.4 Provide one parking space adjacent to the work site or entrance to the repair facility for the entire contract period.

1.17.4.1 Mark the parking space with a sign designating the spaces for SUPSHIP

PARKING only.

1.17.5 Provide heated/air conditioned office space measuring a minimum of 160 square feet and located within 1/4 mile of the vessel from 2 days prior to availability start to 2 days after availability completion for use by the COR.

1.17.5.1 The office space shall be equivalent to Satellite model 820MO, 8 feet x 20 feet interior size, with lockable doors and platform with stairs.

1.17.5.2 The office space shall be lockable, secure, and safe for personnel and equipment.

1.17.5.3 Provide quantity 2 each keys for all doors and quantity 2 each master keys to fit all locks.

1.17.6 Install and maintain the following, as a minimum, for the office space of 1.17.5 from 2 days prior to start of availability to 2 days after completion of availability.

1.17.6.1 Furnish quantity one each work station with the following at each workstation:

1.17.6.1.1 A quantity of One each duplex 110 volt receptacle.

1.17.6.1.2 A quantity of One each desk, 30 inches wide x 48 inches in length, with chair. Chair shall be adjustable in height, swivel and have adjustable arm rests.

1.17.6.1.3 A quantity of One each high speed data transfer fiber-optic connection for a COR supplied desktop/laptop computer. This connection shall be separate from

Contractor’s computer servers/networks.

1.17.6.1.4 Furnish quantity of One each trash can.

1.17.6.1.5 Provide once weekly janitorial services to sweep floors and empty trash.

1.17.7 Disconnect and remove temporary services when directed by the COR.

1.18 Integrated Logistic Support: Submit original copies of manufacturer supplied operating instructions, warranty information, service manuals and other supporting documents for all new equipment and parts to the COR, for items supplied by the Contractor.

1.19 Gas Free: Provide certified Marine Chemist, Certified Industrial Hygienist (CIH) services, and Shipyard Competent Person services as required by 29 CFR 1915 and as follows:

1.19.1 Submit one legible copy, in hard copy or approved transferrable media, of a listing of the Contractor’s designated Shipyard Competent Persons, including Contractor certification that the Competent Persons’ training has been completed within the past year to the COR.

1.19.1.1 Provide the COR an updated roster each time Shipyard Competent

Persons are added, deleted, or retrained.

1.19.2 Maintain certifications for the duration of the time that work is being accomplished, employees requiring access, and prior to hot work being accomplished on each vessel.

1.19.3 Post, update, and maintain gas free certificates at each access entry to the area certified.

1.19.4 Consolidate and maintain the Contractor’s current confined space entry/gas free certification processes into a single and comprehensive document as part of a confined space entry/gas free certification program.

1.19.4.1 Submit one legible copy, in hard copy or approved transferrable media, of any changes to the Contractor’s confined space entry/gas free certification program to the COR, after initial submission.

1.20 General Requirements for Testing: Test all Contractor affected equipment, systems and subsystems for compliance with these Specifications and Commercial Marine standards and practices. Demonstrate workmanship, alignment, strength, rigidity, water tightness, functionality, and suitability for the purpose intended. Prepare a Test Plan and submit a copy to the COR for review prior to accomplishment of any testing. Provide materials, supplies, utilities, equipment, instrumentation, services and personnel to accomplish each test.

Incorporate safety precautions into each test procedure. Prepare all test documentation during the development and implementation of the acceptance test. Accomplish the following, at a minimum:

1.20.1 Prepare and maintain an acceptance test schedule with dates of each scheduled test and performance requirements. Show any Government required support, with date requested by Contractor, on the test schedule. Fully integrate the test with the Contractor’s production schedule and an updated copy provided to the COR at each progress meeting.

1.20.1.1 Whenever Government and/or Ships Force support is required for the operation of vessel equipment and/or systems, a minimum of 2 workday’s prior notification of the operational/test support requirement shall be provided to the COR.

1.20.1.1.1 Tests and equipment/systems operation requiring

Government and/or Ships Force operational support shall be scheduled for accomplishment during normal day shift working hours, as much as practicable.

1.20.1.1.2 Provide a minimum of 3 workday’s prior

notification to the COR for tests and equipment/system operations requiring Government and/or Ships Force operational support for work being performed on weekends, after normal dayshift working hours, and immediately before and/or after Federal holidays.

1.20.2 Provide the detailed description of the preoperational checks to be conducted, operations to be performed, and the parameters to be satisfied. Furnish data sheets which provide spaces for recording the quantitative values measured during the test, for each test procedure. Specify the minimum and maximum allowable tolerance limits for each measured value. Furnish signature sheets for fill-in by the person conducting the test, the Government witness present, and the date of the test. Block diagrams, simplified schematics or diagrammatic may be used to clarify the procedure or test method. Include a comment sheet to record significant events and observations by either the Government witness or Contractor.

1.20.3 Document the overall test results and findings in relation to the technical specification requirements. Provide a complete copy of the test procedure, with filled in data sheets, and detailed analysis of the raw data to the COR upon completion of test.

1.20.4 Perform tests using the applicable test procedure for systems and subsystems.

Demonstrate compliance with the Specification requirements by satisfactory completion of the test. Complete all work prior to initial testing of that particular system or subsystem and in a timeframe sufficient to allow for correction of deficiencies prior to dock trials, sea trials, or other applicable milestones established in these specifications. Perform any grooming or dry run testing prior to the scheduled acceptance test.

1.20.5 The COR or his representative will witness each test, unless authorization is received to proceed without a Government witness. A minimum of 4 hours prior notification to the COR is required prior to conducting tests. Adjustments of equipment are not to be made during acceptance testing. The COR may countersign the acceptance test report, however the Government’s signature does not constitute approval or concurrence in any aspect of the testing, other than the presence of the Government at the test.

1.20.6 Stop the test if the equipment, system, or subsystem tested fails to satisfy the acceptance criteria of the established test procedure. Determine the cause and correct.

1.20.7 Provide the number of tests and inspections for a given system, component, or installation required to demonstrate required satisfactory performance. This section specifies tests to be performed in support of the work performed to each vessel by the Contractor.

1.21 Condition Found / Inspection Discrepancy Report (CFR/IDR): Utilize Figure A to communicate to the Contracting Officer concerning all conditions found, discrepancies noted, and other information requiring formal documentation. Provide the Contractor’s recommendation for corrective action and include Contractor’s estimated pricing (man hours and materials) to correct the condition found. The Government will review and respond to the submitted report. In the event difficulty is encountered in meeting requirements or difficulty is anticipated in complying with the contract schedule dates, immediately notify the Contracting

Officer via verbal communication with the COR. Provide the COR a written report stating pertinent details as to why requirements cannot be met the following work day. Receipt of this notification by the Government is not to be construed as a waiver of the requirements, delivery schedule, or waiver of rights or remedies provided by law or under this contract, or any other requirements in the SOW relating to jeopardy of contract schedule dates. Submission of this report does not authorize the Contractor to perform additional work not covered by the contract or authorized by the Contracting Officer.

1.21.1 When work 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 approved transferrable media, of a report with supporting data as early as possible in the contract period to the Contracting Officer, via the COR. The goal is to have required work completed within the original contract period.

1.21.2 For required reports that could result in a change in work to be accomplished or additional material to be procured, complete the preliminary work and submit one legible copy, in approved transferrable media, of the required report in a time frame to allow the Contracting Officer, via the COR, to initiate early action, but no later than the first 20 percent of the availability.

1.21.3 Drydock related inspection reports shall be submitted no later than the first 20 percent of the scheduled docking period. Drydock related reports which contain readings (final, thickness, etc.) clearances, alignments, test results, or other such data for work that has to be completed prior to pre-flood/undocking, shall be submitted to the Contracting Officer, via the

COR, within 24 hours after recording the data but no later than 72 hours prior to pre-flood/undocking, whichever occurs first.

FIGURE A - CONDITION FOUND/INSPECTION DISCREPANCY

REPORT

CFR Number:

Date:

From: (Contractor Authorized

Representative)

To: PSNS & IMF, NWRMC IND MAN, C400, Contracting Officer

Via: PSNS & IMF, NWRMC IND MAN, C400, Contracting Officer’s

Representative (COR)

Vessel: Barge 60

Section of Contract Affected:

Description:

Impact:

Recommended Action:

C400 Response:

Signature of C400 Representative Date

2.0 REFERENCES: All references shall be of the latest issue and/or revision or as indicated in the Consolidated List of References. It is incumbent on the Contractor to maintain current commercial specifications and be thoroughly familiar with Federal, State and Local laws, regulations and ordinances. Contractor is prohibited from using

Government provided technical information for any purpose other than that contemplated by the specifications. Contractor is prohibited from further use, release, or disclosure of this information. References provided on CD-ROM, including any information contained thereon, must be destroyed in accordance with the instructions included on the CD-ROM label, at completion of the contract. After award, for those

Contractors in receipt of a CD-ROM and not awarded a delivery order, the CD-ROM including any information contained thereon, shall be destroyed in accordance with the instructions included on the CD-ROM label.

2.1 Order of Precedence: Unless otherwise noted within this specification, hierarchy, priority, or order of precedence of requirements shall be as follows:

2.1.1 Specification Definite Item

2.1.2 Specification General Requirement

2.1.3 Military/Navy Drawings

2.1.4 Military/Navy Technical Manuals

2.1.5 Commercial Drawings

2.1.6 Commercial Technical Manuals

2.1.7 Commercial or Industrial Standards

2.1.8 Commercial Practices

2.2 Discrepancies: Drawing, technical reference, or other discrepancies associated with this specification shall be reported using the Request for Specification Clarification form, during proposal, or the “Condition Found / Inspection Discrepancy Report” form

(FIGURE A) during delivery order period of performance.

CONSOLIDATED LIST OF REFERENCES

The following publication and drawing requirements are applicable to this SOW:

Publication Number Title

1) 29 CFR 1910 Occupational Safety and Health Standards

2) 29 CFR 1915 Occupational Safety and Health Standards for Shipyard

Employment

3) 29 CFR 1926 Safety and Health Regulations for Construction

4) 10 USC 7311 Repair or Maintenance of Naval Vessels: Handling of Hazardous

Waste

5) 15 USC 2601, et seq. Toxic Substances Control Act

6) 33 USC 1251 to 1387 Federal Water Pollution Control Act

7) 33 USC 1342 National Pollutant Discharge Elimination System

8) 33 USC 2701 to 2761 Oil Pollution Control Act of 1990

9) 42 USC 6901 to 6992 Resource Conservation and Recovery Act of 1976

10) 42 USC 7401, et seq. Clean Air Act

11) 49 USC 5103 Hazardous Materials Transportation Authorization Act of 1994

12) ABS Guide for Non-Destructive Inspection of Hull Welds

CONSOLIDATED LIST OF REFERENCES

The following publication and drawing requirements are applicable to this SOW:

Publication Number Title

13) ABS Rules for Building and Classification of Steel

Vessels under 90 meters (295 feet) in length.

14) ABS NO.47 Shipbuilding and Repair Quality Standards

15) ANSI/AWS D1.1 Structural Welding Code, Steel

16) ASTM A167, AISI 304L, AISI 316L Plate and Stainless Steel Standards

17) ASTM A1011 Grade, 30, 36 or 40 Plate (1/8 inch or greater)

18) ASTM A131 Standard Specs for…