42193850UU SOW.pdf

Hydraulic Manual Punching Machine

1. SCOPE

1.1. Scope. The purchase description set forth below describes the minimum requirements of the Government for a Hydraulic Manual Punching Machine for use in B857. It is the Government’s intent that a single primary contractor be awarded this contract and be responsible for the provision of equipment, and the accomplishment of all work detailed by this specification.

2. REQUIREMENTS

2.1. Design. The item offered shall be new and a current commercially available model. A current model is defined as the manufacturer’s currently produced model which, on the date this solicitation is issued, has been designed, engineered, sold or is being offered for sale through advertisements or manufacturer’s published catalogue or brochures. Products such as a prototype unit, pre-production model, or experimental unit do not qualify as meeting the requirements specified herein. The machine shall include all components, parts, and features necessary to meet the performance requirements specified herein. All parts subject to wear, breakage or distortion shall be accessible for adjustment, replacement, and repair.

2.2. Environmental Conditions. The equipment shall be designed to operate and be stored in B857 Sheet Metal Shop.

2.2.1. Temperature range: 10 to 104°F

2.2.2. Relative humidity: up to 100% non-condensing

2.3. Construction. The Hydraulic Manual Punching Machine shall be constructed of parts that are new, without defects, and free of repairs. The structure shall withstand all forces encountered during operation of the Hydraulic Manual Punching Machine to its maximum rating and capacity without distortion.

2.3.1. Surfaces. All surfaces shall be clean and free of harmful or extraneous materials. All edges shall be either rounded or beveled unless sharpness is required to perform a necessary function. The condition and finish of all surfaces shall be in accordance with the manufacturer's commercial practice.

2.3.2. Welding, Brazing, or Soldering. Welding, brazing, or soldering shall be employed only where specified in the original design. None of these operations shall be employed as a repair measure for any defective part.

2.3.3. Corrosion Control. All system components shall be protected against corrosion and deterioration by appropriate material selection, application of coatings and sealants. The system and its parts shall be painted on all sides, prior to assembly, except mating surfaces such as mounting flanges and motor shafts. Painting shall result in a highly wear-resistant finish, which guarantees continued protection to the surfaces covered against the specified environment under all service conditions. Exposed ferrous parts such as screws, bolts, nuts, washers shall be treated to resist corrosion in a salt-laden, moist, variable temperature atmosphere. Protection such as cadmium or chrome plating, galvanizing or other electrical/chemical process, or stainless steel is acceptable. Stainless steel parts shall be passivated. Aluminum parts shall be anodized or chemically treated followed by two coats of weather-resistant exterior paint. Dissimilar metals shall not be used in direct contact with each other without suitable means for preventing electrolytic corrosion. All paint shall be lead and chromate free.

2.3.4. Castings and Forgings. All castings and forgings shall be free of defects, scale, and mismatching. No processes such as welding, peening, plugging, or filling with solder or paste shall be used for reclaiming any defective part.

2.3.5. Fastening Devices. All screws, pins, bolts, and other fasteners shall be installed to prevent unintentional loosening. Fastening devices subject to removal or adjustment shall not be permanently installed.

2.3.6. Controls. All electrical, mechanical, hydraulic, and pneumatic operating controls shall be located convenient to the operator's work station(s).

2.3.7. OSHA Compliance. The equipment installation and its component parts shall be in compliance with 29 CFR 1910, 29 CFR 1915, NFPA 70 and NFPA 79. Approval shall be as specified under the “Approval” and “Acceptance” criteria in the OSHA regulations Subpart “O”, Machinery and Machine Guarding paragraph 1910.212 and Subpart “S” Electrical, paragraph 1910.303 and paragraph 1910.399.

2.3.7.1. NRTL inspection shall be performed by contractor after installation. The contractor shall be responsible for correcting all deficiencies to obtain NRTL certification.

2.3.8. Safety Signs and Labels. Safety signs and labels in accordance with NEMA Z535.4 shall be securely attached to the equipment in visible locations, at the point of hazard(s), with any safety precautions to be observed by the operator or maintenance personnel permanently marked on the signs.

2.3.9. Safety Guarding. Covers, guards, or other safety devices shall be provided per ANSI B11. The safety devices shall not interfere with the operation of the Hydraulic Manual Punching Machine. The safety devices shall prevent unintentional contact with the guarded part, and shall be removable to facilitate inspection, maintenance, and repair of the parts.

2.3.10. Audible Noise Level. Audible noise emitted by the equipment shall not exceed 84 dB(A) as measured on the "A" weighted scale of a standard Type II sound level meter, at any point three feet from the equipment.

2.3.11. Hazardous Material Exclusions. Supplies or materials being provided as part of the equipment shall be free of known hazardous materials. Hazardous materials shall not be brought on site without prior approval of the Government Point of Contract and cognizant shipyard personnel. Hazardous materials not needed for this project are prohibited.

Definitions of hazardous materials are specified in the latest version, including revisions adopted during the term of the contract, of FED-STD-313. Notwithstanding any other hazardous material usage permitted in this contract, radioactive materials or instruments capable of producing ionizing radiation as well as materials which contain asbestos, mercury, lithium, methylene chloride, lead (= or >0.06%), or polychlorinated biphenyls (PCB’s) are prohibited. Nickel Metal Hydride and lithium batteries are permissible for memory backup.

Class I Ozone Depleting Substances as defined in 40 CFR 82 shall not be used in the performance of this contract, or be provided as part of the equipment. Exceptions to the prohibition of these materials must be referred to the Contracting Officer in writing, for consideration, not later than 60 calendar days after effective date of contract and prior to any work being performed.

2.3.12. Environmental protection. Under the operating, service, transportation, and storage conditions described herein, the Refrigerated Storage Container shall not emit materials hazardous to the ecological system as prohibited by Federal, state, or local statutes in effect at the point of installation.

2.3.13. Lubrication. Means shall be provided to ensure adequate lubrication for all moving parts. Recirculating lubrication systems shall include a filter that is cleanable or replaceable.

Each lubricant reservoir shall have at least a 24-hour capacity. Means shall be provided to indicate a low oil condition. When a low oil pressure condition occurs, the machine shall enter an emergency stop condition. All oil holes, grease fittings, and filler caps shall be accessible. A lubrication plate shall be securely attached to the equipment, see 2.7.2.

2.3.14. Interchangeability. All parts subject to replacement shall be manufactured to definite dimensions and tolerances. Replacement parts shall be interchangeable without requiring modification. Replacement parts are those that are subject to wear or failure such as gears, bearings, shafts, feed screws, drive belts, pumps, and seals. Electrical replacement parts shall include but not be limited to, motors, relays, fuses, switches, magnetics, pushbuttons, light bulbs, braking mechanisms, and solid-state devices. Tooling and accessories normally supplied as standard items shall also be considered replacement parts. Foreign-sourced replacement parts shall be interchangeable with domestically supplied components or be readily available from a domestic source.

2.3.15. Measuring and Indicating Device Graduations. All measuring and indicating devices shall be graduated in the inch/pound or both inch/pound and metric.

2.3.16. Calibration. The contractor shall provide calibration control instructions for each calibrated item.

2.4. Performance Characteristics. The Hydraulic Manual Punching Machine shall comply with the following performance characteristics:

2.4.1. Punching force shall exceed 30 Tons.

2.4.2. Maximum punching diameter shall be at least 4 inches.

2.4.3. Maximum sheet thickness shall be at least 5/8 inch.

2.4.4. Shall have adjustable stroke length, 0 – 1.181 inch (30 mm) minimum.

2.4.5. Shall have variable stroke rate, 1 – 100 spm minimum.

2.4.6. Shall have an automatic pressurized lubrication system.

2.4.7. Shall have a hydraulic drive motor, 5 HP minimum.

2.4.8. Punching operation shall be initiated by foot pedal control.

2.4.9. Shall have a heavy duty tool adapter with rigid ram guidance.

2.4.10. Shall have Polyurethane Stripper holder and plate, die holder.

2.4.11. Shall have Trumpf tooling system.

2.4.11.1. Shall have locking die holder, Size 1.

2.4.11.2. Shall have locking die holder, Size 2.

2.4.11.3. Shall have punch alignment ring, up to 1.181 inch (30 mm).

2.4.11.4. Shall have punch alignment ring, larger than 1.181 inch (30 mm).

2.4.12. Table: shall have a working range 30 inches x 60 inches minimum without repositioning the work-piece.

2.4.12.1. Shall have T-slots and brass scales on the left-side and right-side X-axis.

2.4.12.2. Shall have T-slots and brass scales on the Y-axis.

2.4.12.3. Shall have digital readout display box for the X-axis.

2.4.12.3.1. Box shall be installed on material stop.

2.4.12.3.2. Read out accuracy shall at least +/- 0.004 inch

2.4.12.4. Shall have digital readout display box for the Y-axis.

2.4.12.4.1. Box shall be installed on material stop.

2.4.12.4.2. Read out accuracy shall be at least +/- 0.004 inch

2.4.12.5. Shall include at least 6 spring loaded mini-stops for T-slot.

2.4.12.6. Shall have 40 inch length X-axis bar to hold flip stops.

2.4.12.6.1. Shall include at least 6 flip stops for the X-axis bar.

2.4.13. Throat depth shall be 30 inches minimum.

2.4.14. Dimensions (maximum) L = 150 inches, W= 75 inches, H = 72 inches, weight 8,000 lbs.

2.4.15. Electrical System. The machine shall conform to NFPA 79. The existing electrical power source available at the installation site is 230V, 30A, 3-phase 60 Hz. The electrical system shall be complete, including transformers required to modify the existing source voltage to the proper operating voltage of the equipment. A properly rated and fused single disconnect device, controlling all electrical power to the equipment, shall be utilized on the machine with means of lockout in the off position only.

2.4.15.1. The machine shall have a Surge Protection Device “SPD” installed in the main electrical panel of the machine.

2.4.15.2. Motors. Motors shall be rated for continuous duty and shall have ball or roller bearings of the sealed and permanently lubricated type. Alternating-current (AC) motors shall be designed to operate on 60-Hz and each motor enclosure shall meet the requirements for a drip-proof enclosure. All motors 1 HP and above shall meet the requirements of NEMA MG 1. Each motor shall have an identification plate to identify manufacturer, model identification, serial number, voltage, amperage, horsepower, phase, frequency and frame number written in the English language. Servo motors are exempt from these requirements. Motor horsepower shall be the manufacturer’s standard or standard optional horsepower as indicated on the manufacturer's design and construction drawing(s), unless otherwise specified herein.

2.4.15.3. Solid-State Components. Solid-state design shall be employed throughout for electronic components. Use of selenium and other similar aging devices shall be permitted only in the application of voltage surge protection to other solid-state components. Solid-state components shall not be adversely affected when subjected to power line transients and surges typically experienced in industrial environments. Series and parallel connections of solid-state devices without forced sharing circuitry for voltage and current, respectively, is not permitted. Solid-state devices shall be capable of handling the electrical load imposed by operation of the machine to its maximum capability.

2.4.15.4. Electrical Enclosures. Electrical components of the equipment shall be contained in enclosures of drip-proof construction and of minimum size consistent with good design practices and ventilation of components, meeting the requirements of NEMA Type 12.

2.4.16. Energy Isolating Devices. The equipment shall be provided with energy isolation devices (e.g. power switches, safety devices, circuit breakers, valves) that protect personnel from the release of hazardous energy and are integral to the component being isolated and locked out. The devices shall be designed and manufactured such that they can be padlocked in the OFF position. This includes both mechanical and electrical devices.

2.5. Installation. The Hydraulic Manual Punching Machine shall be installed in PSNS B857 by PSNS employees.

2.6. Standard Equipment. All standard equipment required for proper operation of the Hydraulic Manual Punching Machine (such as special tools) shall be furnished.

2.7. Marking on Instruments, Control Panels, and Plates. All words on instruments, control panels, and plates shall be in the English language. Characters shall be engraved, etched, embossed, or stamped in boldface on a contrasting background. All plates shall be corrosion resistant.

Lubrication Plate. A lubrication plate shall be permanently and securely attached to each machine. The plate shall contain the following information:

Points of lubricant application Servicing interval Type of lubricant Viscosity Military or Federal Specification for each lubricant (If applicable) Size and type of each lubricant filter

2.7.1. Nameplate. A nameplate shall be permanently and securely attached. The nameplate shall contain the information listed below. If the machine is a special model, the model designation shall include the model number of the basic standard machine and a suffix identified in the manufacturer's permanent records.

Nomenclature Manufacturer's name Manufacturer's model designation Manufacturer's serial number Power input (volts, full load amps “FLA”, phase, and frequency) Short Circuit Current Rating “SCCR” Contract Number or Order Number Date of manufacture Empty Weight Maximum Loaded Weight

2.8. Technical Data. Three (3) hard copies and one (1) electronic copy(s) of technical data shall be provided with the machine. Technical data shall contain technical information, specifications, instructions for the operation, maintenance of the machine and recommended spare parts list. All copies of technical data shall be legible and written in the English language.

2.8.1. Operating and Maintenance (O&M) Manuals. O&M Manuals shall contain technical information, specifications, instructions for the operation, maintenance of the machine and recommended spare parts list. All copies of technical data shall be legible and written in the English language. Technical Data shall contain at a minimum:

a. Data shall enable an average journeyman mechanic to operate, program, maintain, and repair the equipment.

b. Complete instructions and information for all equipment, components, assemblies, subassemblies, attachments, and accessories.

c. Operating instructions including programming requirements, pre-operational checks, start up, shut down and emergency shutdown procedures.

d. Maintenance and service instructions, including all preventive maintenance schedules, and lubrication charts.

e. Trouble-shooting guides.

f. Parts list containing: illustrations, part numbers, part nomenclature, original manufacturer, cross reference numbers, and recommended spare parts, including quantities.

g. Energy control procedure, in accordance with 29 CFR 1915.89, to bring equipment to a zero energy state for maintenance.

h. All mechanical and electrical schematics with a table of contents showing discrete components, block diagrams, wiring diagrams with inputs and outputs identified, system electrical interface documents, and drawings for the specific model of all machine equipment/drives/controls supplied.

i. All final “as-built” contract drawings shall be provided on CD or DVD disc(s).

Files shall have DWG or DXF extensions.

2.9. Workmanship. Workmanship of the Hydraulic Manual Punching Machine shall meet all requirements specified herein and shall be of a quality equal to that prevailing among manufacturers producing equipment of the type covered by this purchase description.

3. QUALITY ASSURANCE

3.1. Acceptance Test (Destination). Acceptance test shall be performed by the government on the Hydraulic Manual Punching Machine to ensure conformance with this purchase description. The acceptance test shall be performed only after the Hydraulic Manual Punching Machine is installed at its final location. The acceptance test shall consist of the examination in 3.2 and all tests in 3.3. The machine shall pass the examination and tests to be accepted.

3.2. Examination. The Hydraulic Manual Punching Machine shall be examined to determine compliance with all requirements of this purchase description.

3.3. Tests.

3.3.1. Operational Test. The Hydraulic Manual Punching Machine shall be operated for not less than four hours. Proper operation of all controls, motors, adjusting mechanisms, and accessories shall be verified during the trial period.

3.3.2. Noise Level Test. The Government Industrial Health and Safety Department will conduct a noise level survey using a certified sound level-measuring instrument. The noise level test shall be measured 3 feet away from the equipment with three measurements on each side and end of the equipment. Readings will be taken 1 foot off the ground and any point up to 8 feet off the ground. For each measurement, the microphone shall be located on a straight line which is perpendicular to the surface/corner being measured and at a height corresponding to the point of the highest noise level emitted from the surface/corner at the herein specified location or distance from the equipment. Each sample shall not exceed 84 dB (A scale).

Attachment A- PSNS Bremerton Site Specific Requirements

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1. SCOPE

Scope. This attachment covers the site specific requirements of Naval Base Kitsap (NBK) and Puget Sound Naval Shipyard & Intermediate Maintenance Facility (PSNS & IMF) for contract work.

2. APPLICABLE DOCUMENTS

General. The following documents form a part of the site specific requirements to the extent specified herein.

Washington Administrative Code (WAC)

WAC-173-303 Washington Dangerous Waste Regulations WAC-173-60 Maximum Environmental Noise Levels WAC-173-304 Minimum Functional Standards for Solid Waste Handling

(Copies are available online at: http://apps.leg.wa.gov/wac/)

Code Of Federal Regulations (CFR)

29 CFR 1910.141 Sanitation 29 CFR 1910.146 Permit-Required Confined Spaces 29 CFR 1910.1200 Hazard Communication 29 CFR 1926.1153 Respirable Crystalline Silica 40 CFR Part 82 Protection of Stratospheric Ozone 40 CFR Part 89 Control of Emissions from New and In-Use Non-Road

Compression-Ignition Engines

(Information is available at: http://www.ecfr.gov/cgi-bin/ECFR?page=browse)

American Society of Mechanical Engineers (ASME)

ASME B30.26 - 2015 Rigging Hardware ASME BTH-1 - 2017 Design of Below-the-Hook Lifting Devices(Information is available at:

https://www.asme.org/)

American Society for Testing and Materials (ASTM)

ASTM E709 – 17 Standard Specification for Structural Steel (Information is available at: https://www.astm.org/)

American Welding Society (AWS)

D1.1/D1.1M:2006 Structural Welding Code – Steel

(Information is available at: http://www.aws.org/technical/d1/D1scope.pdf)

Military Standards

MIL-STD-2035 Nondestructive Testing Acceptance Criteria

(Information is available at: https://assist.dla.mil/online/start/)

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Unified Facilities Criteria (UFC)

UFC 3-430-07 Operations and Maintenance: Inspection and Certification of Boilers and Unfired Pressure Vessels

PSNS & IMF

Contractor Guide to Environmental and Safety Compliance

(Contact the Receiving Activity’s Point of Contact to obtain a copy of the guide)

NAVAL FACILITIES ENGINEERING COMMAND (NAVFAC)

NAVFAC P-307 Management of Weight Handling Equipment (June 2016)

(Copies available online at http://www.navfac.navy.mil/navfac_worldwide/specialty_centers/ncc/about_us/resources/p307.h tml)

3. REQUIREMENTS

Prior to commencing work. The Contractor representative(s) shall meet in conference with the Receiving Activity’s Point of Contact, shop supervision, and other necessary Shipyard personnel to discuss and develop mutual understandings relative to environmental, safety, methods and schedules, security, waste management, and any other subject necessary for a smooth and successful execution of this contract. This meeting shall be held at the Receiving Activity within 30 business days of contract award.

Methods and schedules. The work shall be executed in a manner and at such times as to cause the least practicable disturbance to the occupants of the buildings and normal activities of the Shipyard.

Plan of Action and Milestones. Within 30 business days of contract award the Contractor shall provide a Plan of Action and Milestones (POAM) detailing key events with dates of the following:

a. Design

b. Manufacturing

c. Equipment Delivery

d. Equipment Set-up/Installation

e. Equipment Testing

f. Training Final Completion Date

Field Supervisor. The Contractor shall provide a full-time (start of installation to final acceptance) Field Supervisor to direct installation and testing of the equipment. The Field Supervisor shall be capable of reading, writing, and conversing fluently in the English language and have full authority to implement field decisions expeditiously. No work shall be accomplished when the Field Supervisor is not in the immediate work area. The Field Supervisor shall be identified to the Receiving Activity’s Point of Contact prior to the start of the

A-3 installation and be responsible for coordinating security clearances of all Contractor personnel expected to perform on-site work. The Receiving Activity’s Point of Contact shall be notified of any change in personnel performing this duty.

Calibration. The Contractor shall provide calibration control instructions for each calibrated item.

Outages and permits. The Government’s process of review/approval for Utility, Area, and Track Outages may take up to 20 business days from the date the Contractor provides acceptable drawings, forms, and any other required information to the Receiving Activity’s Point of Contact.

Excavation or drilling. An Excavation Permit request form will be provided to the contractor by the Receiving Activity’s Point of Contact. Prior to any excavation or drilling, the contractor shall:

Perform a Locate Service Survey of the installation site to locate and identify any subsurface interference(s). A copy of the Subsurface Interference Survey Report and a completed Excavation Permit form shall be provided, in electronic format, to the Receiving Activity’s Point of Contact for review, and approval by NAVFAC, no later than 20 business days prior to the start of excavation or drilling.

Post the approved Excavation Permit onsite from the beginning of excavation or drilling through completion.

Concrete excavation and drilling shall be accomplished in accordance with the process applicable section of 29 CFR 1926 Respirable Crystalline Silica.

Construct adequate containments around the excavation or drilling site to minimize dust, and to prevent foreign material from becoming airborne, and intrusion on or into existing equipment in the vicinity.

Two Waste Information Sheets (WIS, Section 8.2) shall be submitted for concrete cut water. One for pH less than 11, and one for pH 11 or greater. The Environmental Safety and Health Office (Code 106.33) will classify each type of concrete cut water. The Contractor shall supply the pH test strips for determining pH level of concrete cut water

Upon completion of excavation or drilling, the Contractor shall provide the information on the Excavation Permit indicating completion and submit the permit to the Receiving Activity’s Point of Contact for closing.

Building columns. Welding, drilling, cutting, or clamping to original building columns and column bracing is restricted. Prior to performing any of these evolutions, the Contractor shall submit a request to the Receiving Activity’s Point of Contact for approval. The request shall include locations, components, materials, static loads, dynamic loads, moment forces, and structural calculations demonstrating that the load will not adversely affect the structural integrity of the column or its bracing.

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Internal combustion engine operation inside buildings. The Contractor shall utilize the following ventilation controls when operating internal combustion engines inside buildings:

Open doors, windows, roof vents, and/or use blowers or other mechanical systems to move fresh air through work areas. In the event internal combustion engines will be operated for more than 30 continuous minutes, the receiving activity’s Environmental, Safety, and Health Department shall be notified in advance to survey the area to ensure there is adequate ventilation.

When operating internal combustion engines longer than 30 continuous minutes with less than 3 minutes between operations, attach an approved ventilation exhaust hose and exhaust the fumes to the exterior of the building where they cannot re-enter the workplace. Regularly inspect the hose for defects and damage, and repair or replace as required. The Contractor shall provide an engineering solution for the use of long exhaust hoses to prevent engine back pressures.

Ensure internal combustion equipment is properly maintained and routinely inspected to minimize exhaust emissions.

Use of internal combustion equipment shall be coordinated with the Building Manager. This pre-planning will help ensure that indoor air quality issues are minimized.

Non-Road Engines. All non-road engines rated 50 horsepower and above shall be identified to the Receiving Activity’s Point of Contact prior to being brought on to PSNS & IMF or NBK to prevent violation of Title V, Air Operating Permit. C/106.31 will determine the need for additional air pollution controls when using non-road engines (i.e. skid or trailer mounted generators and pumps).

Boilers and Unfired Pressure Vessels. Boilers and unfired pressure vessels which meet the below criteria shall be identified to the Receiving Activity’s Point of Contact prior to being brought onto PSNS & IMF or NBK. The boilers and unfired pressure vessels that meet the below criteria shall be certified in accordance with UFC 3-430-07 Inspection and Certification of Boilers and Unfired Pressure Vessels.

Greater than 5 cu ft in volume and 250 psi design pressure Greater than 3 cu ft in volume and 350 psi design pressure Greater than 1-1/2 cu ft in volume and 600 psi design pressure

Utilities. Reasonable amounts of shop air (80-90 psi) and electricity (120 Volt) will be made available adjacent to the installation site at no cost to the Contractor. The Contractor shall be responsible for any costs incurred in connecting, converting and transferring the utilities to the work.

Storage. Lay-down area(s) will be provided within the vicinity of the installation site for storage of Contractor’s materials and tools. The Contractor shall submit an Area Outage Request to the Receiving Activity’s Point of Contact no later than 20 business days prior to the outage date. The Government does not accept responsibility for security of Contractor’s materials or tools. The area must be kept clean and orderly, free of rags, paper, and other debris.

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Failure to maintain the area in a clean condition may result in the loss of the area. The Contractor shall be responsible to restore the storage area to original condition after use.

Contractor Training. The following training is available for Contractors whose work requires it. The training classes are held on Naval Base Kitsap (NBK) and are provided at no cost to the Contractors. For access to NBK see section “Access to NBK”.

Contractors that anticipate generating or encountering hazardous waste during the performance of this contract shall attend Site Specific Hazardous Waste Accumulation Area Operator Training for Contractors, Course HW49 prior to generation of waste. This training is typically held on the third Thursday of each month and is approximately three (3) hours in length. 5-business days prior to training the Contractor shall provide a list of names to the Receiving Activity’s Point of Contact of those who will be attending the training. The Receiving Activity’s Point of Contact will coordinate this training with the Shipyard Environmental, Safety, and Health Office (Code 106.33).

Any welding, burning, flame cutting or grinding occurring at PSNS & IMF or NBK requires a Hot Work Permit and Fire Watch Training. This training is typically held on the third Thursday of each month, is approximately one (1) hour in length, and is provided without charge. 5-business days prior to training the Contractor shall provide a list of names to the Receiving Activity’s Point of Contact of those who will be attending the training. The Receiving Activity’s Point of Contact will coordinate this training with the Shipyard Fire Inspector.

Lifting and rigger services. The use of privately owned cranes, multi-purpose machines, material handling equipment, or other construction equipment that may be used in a crane-like application to lift suspended loads on NBK and PSNS & IMF property by Contractor personnel is restricted (see NAVFAC P-307 Management of Weight Handling Equipment for information and forms). Contractors requiring this type of equipment in the performance of this contract shall provide the Receiving Activity’s Point of Contact with sufficient information (crane manufacturer documentation of maximum axle loads in a traveling configuration, crane manufacturer documentation of maximum outrigger loads (loaded and unloaded), compliance certification, crane certification, operator qualifications, crane wire certification, lifting sketches and designs, loads, locations, time, etc.) at least five (5) business days prior to equipment arrival for arranging Government inspection services and approvals. The Contractor shall furnish labor and provide all material handling and lifting equipment, rigging support services, and other support equipment (such as cranes, forklifts, Bobcats, man-lifts, etc.) necessary for continuous support of the installation and shall provide qualified personnel to operate it.

Crane clearance envelope. To allow for the safe travel of overhead traveling cranes, jib cranes, and hoists the Contractor shall not modify existing buildings or place equipment or temporary structures in any way, which would affect the working envelope of overhead traveling cranes, jib cranes, and hoists. Minimum clearances for working envelopes are:

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Top clearance. A minimum of three (3) inches between the highest point of the crane and the lowest overhead obstruction must be maintained. In areas where truss sag may become a significant factor, the Government will evaluate the need to increase the minimum clearance.

Side clearance. A minimum of two (2) inches between the end of the crane and side obstructions (building columns, knee braces, walls, etc.), assuming the crane is skewed in the worst case situation on the runway rails or when jib cranes are rotated, shall be maintained.

Piping, electrical conduits, etc. must not reduce this clearance.

Lift points. The equipment shall be readily liftable via lift points meeting the requirements of this section to allow lifting by crane during equipment off-loading, installation, operation, and removal. Lift points shall be located, designed, and marked per the following to ensure the equipment is readily liftable when it arrives.

Integral (i.e., not bolt-on), lifting point items such as lugs, thru-holes, pad-eyes, trunnions, and ISO container corner fittings are suitable for use at PSNS & IMF.

Removable lift points such as swivel hoist rings, eye bolts, etc., are not preferred for use at PSNS & IMF due to the corrosive environment. To be permitted, the contractor must receive approval from the Receiving Activity POC prior to contract award.

Lift points shall accommodate ASME B30.26 common rigging gear (e.g., shackles, wire rope pendants/grommets, etc.).

Lift point allowable strength shall be based on ASME BTH-1 (latest revision), Category B, Service Class 0.

Welding involved shall comply with applicable AWS Standards.

When possible, to maximize stability, locate lift point(s) symmetrically around, and above, the Center of Gravity (CG), on the same horizontal plane. This helps ensure equal length slings converging to a common point will lift the equipment visually level.

Locate the lift points such that the routing of rigging gear is clear of obstructions.

This is to avoid damaging equipment, chaffing, etc.

The minimum lift point Working Load Limit (WLL) shall be based on the entire weight of the equipment plus 10%. Account for additional loads induced by 45° sling angles with respect to horizontal.

Lift points for three- or four-point lifts shall be sized such that any two points carry the entire load based on worse case load distribution with respect to center of gravity.

For padeyes, align their primary planes toward the CG so that the slings do not pull out of plane by more than 5°. Exceptions may be acceptable if they are designed to account for the resultant out-of-plane loading.

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The use of spreaders or strongbacks is not preferred. If spreaders or strongbacks are required, a lift sketch detailing the required spread, capacity and orientation of that gear shall be submitted.

Lift point supporting structures shall be designed to sustain the various loads imparted by the lifting arrangement.

Provide all arrangement drawings, lift sketches, calculations required for the design and usage, and manufacture’s documentation of the lift points. All calculations required for the design of the lift points shall be stamped by a Professional Engineer. A minimum of ten business days is required for Government reviews and approvals of design(s). The Government will determine if lift sketch labels are required.

When required, lift sketch labels shall be permanently and conspicuously located on the equipment and must be suitable to withstand outdoor, potentially corrosive, environments.

Lift sketch labels shall include, at a minimum, the following:

The maximum weight of the equipment expressed in pounds.

The CG location(s).

The lift point locations and their capacity.

Recommended minimum sling lengths and capacities.

Permanently label all lift points, or immediately adjacent to them, with the WLL, and test date.

Load test lifting points to 125% (+5%, -0%) of the WLL and hold for at least two (2) minutes. Acceptance criteria shall be: no bending, cracking, or permanent deformation of the lift points or associated structure. The contractor shall perform load tests plus a pre- and post-load visual inspection (VT) in accordance with applicable standards prior to painting. Documentation of satisfactory results shall be submitted prior to Government acceptance.

Alternative to a load test, a magnetic particle testing (MT) of the lift point welds per ASTM E709 is permitted. The acceptance criteria is Section 6.2 of MIL-STD-2035A, or equivalent standard(s) as approved by the government, provided the testing is performed by a certified third party. Documentation of satisfactory results shall be submitted prior to Government acceptance.

Arrival of personnel. The Receiving Activity’s Point of Contact shall be notified no less than 48 hours prior to the arrival of Contractor personnel associated with the contract.

Shipment of materials. Shipment of materials shall be coordinated with site preparation and installation. Material transportation from the manufacturer’s facility to the work site shall be the responsibility of the Contractor. Limited secured storage areas at the receiving activity will not permit the Government to store material for extended periods of time. Early

A-8 shipment of materials, without the permission of the Receiving Activity’s Point of Contact will be refused.

Packing material. The use of shredded paper, whether newspaper, office scrap, computer sheets, or wax paper, in packing material for shipment to Navy activities, is prohibited.

General security requirements. The Contractor shall comply with security regulations imposed by the installation Commander and/or agency occupying the space where the work is to be performed. Access badges/passes and vehicle permits are obtained at Pass & ID (Bldg. 981) from 7:00 am -3:20 pm, Monday through Friday except federal holidays.

Access to NBK. A Defense Biometric Identification System (DBIDS) card will be issued at the Pass & ID office once the Department of the Navy Local Population I.D. Card/Base Access Pass Registration form (SECNAV 5512/1) has been processed and a satisfactory background check has been performed. The DBIDS card will allow access to NBK.

A Department of the Navy Local Population I.D. Card/Base Access Pass Registration form (SECNAV 5512/1), provided by the Government, shall be completed by the contractor.

The Contractor shall hand-carry the completed form along with a valid government issued photo identification and proof of United States citizenship to Pass & ID when picking up a badge/pass.

Valid proofs of United States citizenship are:

Birth Certificate (with a raised state seal) Valid U.S. Passport or valid U.S Passport Card Certificate of Citizenship (Form N-560 or Form N-561 issued by the Immigration and Naturalization Service)

Certificate of Naturalization (Form N-550 original only) Report of Birth Abroad (Form FS-240) Certificate of Birth (Form FS-545 or Form DS-1350) Current and valid enhanced state driver’s license.

Foreign Nationals shall submit a copy of their valid passport and the Department of the Navy Local Population ID Card/Base Access Pass Registration (SECNAV 5512/1), when submitting the Visitor Badge Request to the Receiving Activity’s Point of Contact. This will allow Immigration and Customs Enforcement (ICE) to complete a background check prior to arrival at NBK.

Access to the Controlled Industrial Area (CIA). The Contractor shall require access to the Controlled Industrial Area (CIA) of PSNS & IMF and shall be admitted to the work site only after they have been issued a NAVSEA badge from Pass & ID. The NAVSEA badge is separate from the DBIDS card.

Persons who are currently on probation or parole from a felony conviction cannot qualify for a NAVSEA badge and will be denied access to the CIA.

Contractor personnel requiring unescorted entry into the CIA will be required to provide personal background information to the extent necessary to obtain a NAVSEA badge.

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A Visitor Badge Request form and Foreign Interest Determination questionnaire shall be completed by the Contractor and submitted to the Receiving Activity’s Point of Contact not less than twenty (20) business days before the badges are needed. Visitor Badge Request forms and Foreign Interest Determination questionnaires submitted less than twenty (20) business days will cause a delay in processing and/or approval.

The Government will issue badges without charge.

Contractors requesting access to the CIA will be required to view an orientation videotape lasting approximately 30 minutes prior to receiving a badge.

Contractor shall allow approximately two (2) hours for each employee to acquire a badge.

Each employee shall visibly display/wear the NAVSEA badge chest high, over the front of their outermost clothing.

It shall be the Contractor’s responsibility to collect and account for all NAVSEA Badges issued to their personnel upon termination of any employee, expiration of the badge, completion of the contract, or when access is no longer required. When badges, passes, and permits are no longer needed they shall be returned to the Pass and I.D. Office immediately.

Vehicle permits. Contractors may be allowed to bring contract company registered and insured vehicles into the CIA, based upon the nature of their work, as determined by the Commanding Officer in conjunction with the Industrial Security Officer. Rental vehicles may also be allowed. Vehicle rental agreements shall be in the name of the contract company and authorized driver. Personally owned vehicles (POVs) are not allowed.

The Contractor shall provide the following, in electronic format, to the Receiving Activity’s Point of Contact, a minimum of twenty (20) business days business days in advance of when the vehicle pass is needed:

Current vehicle registration. The registration shall be in the name of the contract company

Current vehicle insurance information. The insurance shall be in the name of the contract company.

Contractors shall clearly display a company sign or logo on each vehicle.

Contractor vehicles are not allowed to enter the CIA with more than three (3) people onboard.

Contractor vehicles shall not travel within the CIA between 4:02 pm and 4:09 pm.

Each Contractor shall provide the state registration, or a photocopy, and proof of insurance documents of each approved vehicle to the Pass and I.D. Office where one of the following Vehicle Permits may be issued:

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A “lay-down” permit authorizes the vehicle to be brought in to transport tools, parts, or materials to/from the site or function as a work platform. Vehicles with “lay-down” permits are kept at the negotiated job site when not traveling to/from the gate.

A “load/unload” permit authorizes the vehicle to be brought in to drop off tools, equipment and machinery (which cannot be hand carried) then is taken out of the CIA. Vehicles with “load/unload” permits shall not be left unattended at the job site for more than 30 minutes.

A “service permit” authorizes the vehicle to be brought in and used as a mobile work platform because it contains tools, parts, materials, supplies and/or fabrication equipment.

Vehicles with “service permits” allow the vehicle to be used at job sites throughout the CIA where no negotiated “lay-down” area exists.

4. RESTRICTIONS.

Regular working hours. All work is to be performed during PSNS & IMF regular work hours from 7:30 a.m. to 4:00 p.m., Monday through Friday, except for Federal Holidays. Work performed outside of regular working hours requires notification two business days in advance for consideration and approval. Work that disrupts the normal operations of PSNS & IMF will be required to take place outside of regular working hours/days mentioned above. Disruptive work may include excavation and movement of equipment through buildings.

Restricted colors. This Shipyard uses the colors magenta, yellow, red, and blue to identify specially controlled materials. The Contractor is specifically prohibited from using magenta, yellow, red, or blue colored plastic wrapping, packaging materials, bags, tape, or other covering materials.

Radio restrictions. Operation of privately owned citizens band or amateur radio equipment (receive and transmit) within the geographic limits of PSNS & IMF is prohibited. All radio equipment installed in privately owned motor vehicles must be turned off upon entering NBK or PSNS & IMF.

Privately owned personal computers. The use of privately owned personal computers by contractor personnel at PSNS & IMF is restricted. Contractors requiring use of privately owned personal computers in the performance of this contract shall complete an AIS Security Survey for Computer Equipment. The completed survey shall be returned to the Receiving Activity’s Point of Contact for processing a minimum of five (5) business days prior to the arrival date. Bluetooth devices, USB thumb drives and double ended USB cables are prohibited.

Sanitation. PSNS & IMF only allows its employees to consume food in designated eating areas. Hardhats, gloves and any other regulated work clothing shall not be worn, or placed, in designated eating areas. Contract employees shall comply with OSHA 29 CFR 1910 (Sanitation).

Smoking. Smoking is permitted in a Designated Tobacco Use Area (DTUA) only.

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Sheltering in place. For drills or actual events, Contractors shall shelter in place as required by emergency announcements and personnel. If inside a building, stay inside the building and follow directions from the emergency response team. If outside, enter the nearest building at the designated entrance and remain at the entrance until given direction by the emergency response team. If inside a vehicle, pull off of the road, shut off the engine, exit the vehicle, and enter the nearest building or stay inside the vehicle, secure the heat and air conditioning, and close vents and windows. If shipboard, remain shipboard until notified by emergency personnel.

Required Speed Limits. The following speed limits shall be adhered to in the CIA:

Farragut Ave: 20 MPH All piers, wharves, and dry dock routes: 5 MPH All other streets: 10 MPH

5. PROHIBITED ITEMS AND ACTIVITIES.

Prohibited Items. Weapons or other dangerous materials, alcoholic beverages, and any other item, the possession of which is prohibited by Federal or Municipal law, Department of Defense or Department of Navy Instruction, directive and policies, shall not be brought on NBK or PSNS & IMF property.

Prohibited photography/recording. Contractor personnel are prohibited from having devices with cameras or activated WI-FI/Bluetooth, tape recorders, zip drives, or other recording devices in their possession while inside PSNS & IMF’s Controlled Industrial Area (CIA).

Cellular phones with cameras. Cellular phones with cameras are prohibited at PSNS & IMF. The use of cellular phones while driving at PSNS & IMF is prohibited.

6. ENVIRONMENTAL SAFETY AND HEALTH

Environmental, safety and health requirements for PSNS & IMF and NBK.

Contractors shall comply with the Environmental, Safety, and Health requirements for PSNS & IMF and NBK. The Contractor Guide to Environmental and Safety Compliance is intended to provide Contractor personnel with information regarding environmental, safety, and health issues they may incur during their work at PSNS & IMF and NBK.

Environmental Compliance. Contractors working at PSNS & IMF are required to perform their work in compliance with all Federal, State, and local regulations pertaining to the environment. Contractors shall ensure all their personnel and their supervisors are familiar with the contents of the Contractor Guide to Environmental and Safety Compliance.

Environmental Protection. The equipment shall be designed and constructed so that during the operation, service, transportation, and storage conditions described herein the equipment will comply with all applicable Environmental Protection Agency (EPA), Occupational Safety and Health Agency (OSHA) and State of Washington Department Of

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Ecology (WDOE) restrictions for materials classified as hazardous to the environment in effect on the date of the contract. The equipment described herein shall not contain or emit material hazardous to the ecological system as prescribed by federal, state and local statutes in effect at

PSNS & IMF.

Spill Events. A Spill Event is a release involving any unauthorized spilling, leaking, pumping, emitting, emptying, discharging, injecting, escaping, leaching, disposing, or dumping of oil or hazardous substance. There are two types of spill events in the BNC: a non-emergency and an emergency spill event. The following information is provided to ensure all contractor personnel performing work at PSNS & IMF are aware of, and understand, spill events and the proper response for each type of spill event.

Non-Emergency Spill Event. A non-emergency spill event is a discharge of a known material or hazardous substance of ten gallons or less that can be cleaned up by the personnel who discovered the spill and does not pose an immediate threat to human health or the environment. In a non-emergency spill event, the spill material is not released into any waterway inlet (e.g., storm drain) or outside the BNC fence line. The following actions are required in a non-emergency spill event:

Stop the source of the spill.

Contain the spilled material by keeping the spill away from drains or waterways by blocking off drains located near the spill if there is a chance that the spill will reach them.

Clean up the spilled material wearing the proper personal protective equipment.

Dispose of the spill debris per designation by Code 106.33. See Waste Management section.

Emergency Spill Event. An emergency spill event is any release of a known or unknown material or hazardous substance which poses an immediate threat to human health or the environment and is not classified as a non-emergency spill event. In these situations, the individual which discovers the spilled material may require assistance from the government. All unpermitted or uncontrolled releases, greater than ten gallons if on land, or any amount to any waterways, or outside BNC properties, are classified as emergency spill events. The following actions are required in an emergency spill event:

If you don’t know the properties of the material or it is a threat to human health, evacuate the area and go upwind.

Warn others in the area and direct them upwind.

Ask someone to watch the area and to warn others away.

Call the Regional Dispatch Center (RDC) by dialing “911” from a BNC telephone (for cellular…