FOUO C08.0 Attachment 2 PWS 09-28-2020.pdf

PERFORMANCE WORK STATEMENT (PWS)

Repair Oily Water Treatment System Tanks 6B, 6C, and 6D

Puget Sound Naval Shipyard

Part 1

1. General: This is a contract to repair three 20,000-gallon tanks (Tanks 6B, 6C, and 6D) at the Oily Water Treatment System (OWTS), Plant 6 located at the Puget Sound Naval Shipyard.

1.1. Description of Services: The contractor shall repair OWTS Tanks 6B, 6C, and 6D as defined in this Performance Work Statement.

1.2. Background: Puget Sound Naval Shipyard has six OWTS Plants. Three of the 20,000-gallon vertical, cylindrical, aboveground, double-walled wastewater storage tanks have developed holes, pits, and leaks in the primary tanks. Tanks 6B, 6C, and 6D service OWTS Plant 6 and are located at Drydock 6. The holes, pits, and leaks have developed in the tanks due to excessive corrosion. The corrosion is evident by multiple holes, pits, and leaks on the tank walls and floor, separation of the stainless steel sensor guide wires from the carbon steel floor anchors, and damage to components inside the tanks such as the high-level alarm and the emergency shut-off valve system. The tank repairs shall meet American Petroleum Institute (API), Steel Tank Institute (STI), Underwriters Laboratories Inc. (UL), and National Fire Protection Association (NFPA) standards. The Tank coatings shall meet National Association of Corrosion Engineers (NACE) certification standards.

1.3. Objectives: Objective of the contract is to repair OWTS Tanks 6B, 6C, and 6D return the tanks to a fully functional and operational condition. Contractor shall perform all work meeting industry standards and all requirements of this contract. See attached reference documents in Section 2.1 Referenced Documents for technical, legal, and regulatory requirements.

1.4 Scope: The contractors shall furnish all supplies, materials, equipment, facilities and services required to complete repairs and services at OWTS Tanks 6B, 6C, and 6D that are not listed under Section 1.4.5 of this PWS as government provided.

1.4.1. Complete all pre-work documents prior to Notice to Proceed.

1.4.1.1. Quality Control Plan (QCP)

1.4.1.1.1. Develop and maintain an effective quality control program to ensure services are performed in accordance with this PWS.

1.4.1.1.2. Develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services.

1.4.1.1.3. Provide a QCP for the Post Award Conference for in-person review/ edits and finalization.

1.4.1.2. Post Award Conference/Periodic Progress Meetings

1.4.1.2.1. Attend the post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation Subpart 42.5.

1.4.1.2.2. Attend all progress meetings with the Contracting Officer (KO), Contracting Officers Representative (COR), and other Government personnel, as appropriate, to review the contractor’s performance at no additional cost to the Government.

1.4.1.2.3. Apprise the Government of problems, if any, experienced during progress meetings.

1.4.1.2.4. Perform appropriate actions if/ when outstanding issues occur.

1.4.2. Clean and prepare tanks for weld repairs.

1.4.2.1. Tanks shall have all rust/pitting removed from the primary tank. Tanks must be cleaned to a standard that will allow all remaining contract actions to be performed.

1.4.3. Completed tanks meet all PWS standards.

1.4.3.1. Primary tank welded to PWS standards.

1.4.3.1.1. Welded tanks shall have no remaining holes, pits, or leaks.

1.4.3.1.2. Contractor shall maintain appropriate certification to perform repairs on Steel Tank Institute (STI) certified tanks throughout the performance period.

1.4.3.2. Tanks completed with cathodic protection installation.

1.4.3.3. Completed tanks shall pass the pneumatic pressure test.

1.4.3.4. Tanks with completed repairs must pass STI inspections and meet STI certification requirements for aboveground storage tanks for flammable liquid storage.

1.4.3.5. Tank lining system installed.

1.4.3.5.1. Applied tank lining system must meet all industry standards and certification requirements for aboveground storage tanks for flammable and combustible liquid storage.

1.4.3.5.2. Contractors shall maintain appropriate certifications to meet the National Association of Corrosion Engineers (NACE) certification requirements for installation of aboveground storage tank lining/coating for flammable liquid storage throughout the performance period.

1.4.4. Contractor provided equipment.

1.4.4.1 Contractors shall purchase and install new stainless steel guide cables.

1.4.4.1.1 Follow manufacturer’s instructions for installation of the stainless steel guide cables and provide Operations and Maintenance manuals from the manufactures as a deliverable.

1.4.5. Government furnished equipment.

1.4.5.1. The government will provide the contractors with new high-level sensors and control floats for the emergency shut-off valves. The contractors shall install the provided new high-level sensor and control floats for the emergency shut-off valves.

1.4.5.1.1. Contractors shall follow manufacturer’s instructions for installation of the equipment.

1.4.5.1.2. Contractors shall perform operational test.

1.5. Recognized Holidays:

New Year’s Day Labor Day

Martin Luther King Jr.’s Birthday Columbus Day

President’s Day Veteran’s Day

Memorial Day Thanksgiving Day

Independence Day Christmas Day

1.5.1. Hours of Operation: The Contractor is responsible for conducting business, between the hours of 0720 to 1602 Monday thru Friday, except for Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. The Shipyard will be closed from 24 December 2020 through 3 January 2021.

1.6. Special Qualifications: The Contractor is responsible for ensuring the following: all painters possess and maintain certifications to perform industrial painting work. Welders must possess and maintain certification to weld on STI certified tanks. The Contractor shall provide one independent STI certified Inspector to evaluate the tank and declare it STI certified, upon completion of the pneumatic pressure test. The Contractor shall provide one independent NACE/ STI qualified independent Inspector to evaluate the applied tank lining and certify the tank lining is acceptable.

1.7. Facilities: The Government will provide equipment laydown space near the tanks.

1.8. Utilities: The Government will provide compressed air at 80-90 PSI and electricity at 120 volts. The Contractor shall instruct employees in utilities conservation practices. The Contractor shall be responsible for operating under conditions that preclude the waste of utilities, which include turning off the water faucets or valves after using the required amount to accomplish cleaning equipment. The Contractors shall be responsible for any costs incurred in connecting, converting, and transferring the utilities to the work.

2. Referenced Documents: Please see Reference Document 1 included in the work package for the referenced documents listed in subsections.

2.1. Washington Administrative Code (WAC) WAC-173-303 Washington Dangerous Waste Regulations.

2.2. Washington Administrative Code (WAC) WAC-173-60 Maximum Environmental Noise Levels.

2.3. Washington Administrative Code (WAC) WAC-173-304 Minimum Functional Standards for Solid Waste Handling.

2.4. Military Standards MIL-STD-2035

2.5. Attachment A Site Specific Requirements for Puget Sound Naval Shipyard & Intermediate Maintenance Facility, Bremerton Site and Naval Base Kitsap.

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

2.8. Attachment B 2020 C/106 Contractor Guide to Environmental and Safety Compliance.

PERFORMANCE REQUIREMENTS SUMMARY

Performance Objective (The Service required—usually a shall statement)

Standard Performance Threshold (This is the maximum error rate. It could possibly be “Zero deviation from standard”)

Method of Surveillance

PRS # 1.

The Contractor shall open and clean the tank to the appropriate cleanliness level required to prepare the primary tank surfaces and tank bottom for weld repair.

The Contractor shall follow the requirements of:

1) NFPA 30 Flammable and Combustible Liquids Code

2) API Standard 2015, Requirements for Safe Entry and Cleaning of Petroleum Storage Tanks

3) API Recommended Practice 2016, Guidelines and Procedures for Entering and Cleaning Petroleum Storage Tanks

There shall be zero deviation from the standard.

Random inspection by the COR.

PRS # 2

The Contractor shall weld repair the primary tank pits and holes.

The Contractor shall follow the requirements of:

1) API Standard 653, Tank Inspection, Repair, Alteration, and Reconstruction

2) STI SP031, Standard for repair of Shop Fabricated Aboveground Tanks for Storage of Flammable and Combustible Liquids deviation from the standard.

Random

PRS #3

The Contractor shall install cathodic protection in the tank.

The Contractor shall follow the requirements of API RP 651, Cathodic Protection of Aboveground Petroleum Storage Tanks deviation from the instructions

Random inspection by the COR.

PRS #4

The Contractor shall perform the pneumatic pressure test.

The Contractor shall follow the requirements contained in STI SP 031, Standard of Repair of Shop Fabricated Aboveground Tanks for Storage of Flammable and Combustible Liquids

There shall be zero deviation from the instructions

Random inspection by the COR.

PRS #5

Using a STI certified inspector, the Contractor shall have the tank and the work accomplished STI certified.

The Contractor shall use an STI certified inspector to perform this task.

There shall be zero deviation from the standard.

100 percent

PRS #6

The Contractor shall clean the tank to the appropriate cleanliness level required to prepare the primary tank surfaces and tank bottom for lining and surface finishing.

manufacturers requirements and API Recommended Practice 652 Linings of Aboveground Petroleum Storage Tank Bottoms.

instructions.

Random inspection by the COR.

Performance Objective (The Service required—usually a shall statement)

Standard Performance Threshold (This is the maximum error rate. It could possibly be “Zero deviation from standard”)

Method of Surveillance

PRS #7

The Contractor shall install new tank interior lining.

The Contractor shall follow the manufacturers requirements and API Recommended Practice 652 Linings of Aboveground Petroleum Storage Tank Bottoms and NACE SP0178-2007, Standard Practice Design, Fabrication, and Surface Finish Practices for Tanks and Vessels to be lined for Immersion Service.

instructions.

Random inspection by the COR.

PRS #8

The Contractor shall purchase and install new stainless steel guide cables.

The Government will provide new high level alarm sensors and float control for the emergency shut-off valves. The contractor shall install new stainless high level alarm sensors, and float control for the emergency shut-off valve.

manufacturer’s instructions for installation.

There shall be zero deviation from the instructions.

Random inspection by the COR.

PRS #9

Using a STI/NACE certified inspector, the Contractor shall have the newly installed tank lining inspected.

The Contractor shall use a STI/NACE certified inspector to perform this task.

There shall be zero deviation from the standard.

100 percent

DELIVERABLE SCHEDULE

Deliverable Frequency # of Copies Medium/Format Submit To

CDRL A0001

Provide Gantt Chart schedule

Reports shall be submitted at Post Award Conference for review and any revisions shall be submitted within 3 days after Post Award Conference

Submit 1 original and 3 copies within 3 days after Post Award Conference.

The format shall be 3 copies in hard copy and 1 CD copy in MS Word.

Submit the deliverable to Chris Cooper at PSNS & IMF 1400 Farragut Ave Bremerton, WA 98314 Building 448, Mail Stop 2001 POC Chris Cooper

CDRL A0002

Completed Repairs and Services for Tank 6B, 6C, and 6D

One Time at the End of Period of Performance

N/A N/A Coordinate with COR on the final inspection of Tanks.

CDRL A0003

Comprehensive QPC and all changes

Report shall be submitted at Post Award Conference for review and any revisions shall be submitted within 3 days after Post Award Conference.

Submit 1 original and 3 copies within 3 days after Post Award Conference.

The format shall be 3 copies in hard copy and 1 CD copy in MS Word.

Submit the deliverable to Chris Cooper at PSNS & IMF 1400 Farragut Ave Bremerton, WA 98314 Building 448, Mail Stop 2001 POC Chris Cooper

CDRL A0004

Certified STI Inspectors Report.

Report shall be submitted within 3 days after inspection.

Submit 1 original and 3 copies within 3 days after

The format shall be 3 copies in hard copy and 1 CD copy in MS Word.

Submit the deliverable to Chris Cooper at PSNS & IMF 1400 Farragut Ave Bremerton, WA 98314 Building 448, Mail Stop 2001 POC Chris Cooper

CDRL A0005

Certified STI/NACE Inspectors final report (i.e., Certification that the tank is STI/NACE certified.

Report shall be submitted within 3 days after inspection

Submit 1 original and 3 copies within copy and 1 CD copy in MS Word.

Submit the deliverable to Chris Cooper at PSNS & IMF 1400 Farragut Ave Bremerton, WA 98314 Building 448, Mail Stop 2001 POC Chris Cooper

CDRL A0006

Completed ASTM F718-07

Report shall be submitted within 3 days after inspection

Submit 1 original and 3 copies within copy and 1 CD copy in MS Word.

Submit the deliverable to Chris Cooper at PSNS & IMF 1400 Farragut Ave Bremerton, WA 98314 Building 448, Mail Stop 2001

3. Technical Exhibit List:

3.1. Table 1- Metal Bearing Oily Wastewater Contaminants and Concentrations.

POC Chris Cooper

Table 1: Metal Bearing Oily Wastewater Contaminants and Concentrations

Contaminants Concentration mg/L

Normal Recorded High

1. Total Suspended Solids (TSS) 400 1,440

2. Total Dissolved Solids (TDS) 12,480 16,620

3. Chemical Oxygen Demand (COD) 10,155 66,000

4. Total Organic Carbon (TOC) 2,310 19,040

5. Total Phosphorus 3.50 3.90

6. Biological Oxygen Demand (BOD) 3,300 >14,000

7. Oil and Grease (O & G) 146.0 12,900

8. Total Petroleum Hydrocarbon (TPH) 73.0 6,450

8. Phenols 0.19 5.40

9. Cu 1.42 1,230

10. Cd 0.02 0.61

11. Cl- 8,317 9,742

12. Ag 0.023 1.44

13. Ni 0.98 100.0

14. Mn 0.63 3.00

15. Pb 0.10 3.36

16. As .006 0.018

17. Ba 0.014 3.30

18. SO42- 918 1,290

19. Fe 10.7 46.0

20. Sulfide 8.80 10.0

21. Ca 130 172.5

22. Na 3,585 5,000

23. Zn 1.36 97.0

24. Total Toxic Organic (TTO)** 0.238 8.10

25. Ammonia 6.95 68.0

26. Chlorine 0.21 1.60

27. Surfactants -------- 0.807

Attachment A, Site Specific Requirements for

Puget Sound Naval Shipyard & IMF, Bremerton Site and Naval Base Kitsap

1. SCOPE

1.1. 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

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

2.2. 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/)

2.3. Code Of Federal Regulations (CFR)

29 CFR 1910.141 Sanitation 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)

2.4. American Society of Mechanical Engineers (ASME)

ASME B30.26 - 2015 Rigging Hardware ASME BTH - 2017 Design of Below-the-Hook Lifting Devices

(Information is available at: https://www.asme.org/)

2.5. American Society for Testing and Materials (ASTM)

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

2.6. 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)

2.7. Military Standards

MIL-STD-2035 Nondestructive Testing Acceptance Criteria

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

2.8. PSNS & IMF

2020 C/106 Contractor Guide to Environmental and Safety Compliance.

http://apps.leg.wa.gov/wac/ http://www.ecfr.gov/cgi-bin/ECFR?page=browse http://www.aws.org/technical/d1/D1scope.pdf https://assist.dla.mil/online/start/

(Request for copies should be addressed to Puget Sound Naval Shipyard & Intermediate Maintenance Facility, Code 980M.4, 1400 Farragut Avenue Bremerton, WA 98314-5000)

2.9. 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

3.1. 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.

3.2. 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.

3.3. Plan of Action and Milestones. 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

g. Final Completion Date

3.4. 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 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.

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

http://www.navfac.navy.mil/navfac_worldwide/specialty_centers/ncc/about_us/resources/p307.html http://www.navfac.navy.mil/navfac_worldwide/specialty_centers/ncc/about_us/resources/p307.html

3.6. 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.

3.7. 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:

3.7.1. 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.

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

3.7.3. 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.

3.7.4. 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 and supply pH test strips.

3.7.5. 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.

3.8. 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.

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

a. 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.

b. 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.

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

d. 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.

3.10. Stationary Internal Combustion Engines. All stationary internal combustion engines over 50 horsepower shall be identified 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 stationary internal combustion engines (i.e. skid or trailer mounted generators and pumps).

3.11. 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.

3.12. 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. 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.

3.13. 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”.

3.13.1. 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 Wednesday of each month and is approximately three (3) hours in length. Contractors 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).

3.13.2. Any welding, burning, flame cutting or grinding during the performance of this contract requires a Hot Work Permit and Fire Watch Training. This training is typically held on the second Friday of each month, is approximately one (1) hour in length, and is provided without charge. Contractors 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.

3.14. 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.

3.15. 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:

3.15.1. 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.

3.15.2. 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.

3.16. 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.

3.16.1. 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.

3.16.2. 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.

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

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

3.16.5. Welding involved shall comply with applicable AWS Standards.

3.16.6. 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.

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

This is to avoid damaging equipment, chaffing, etc.

3.16.8. 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.

3.16.8.1. 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.

3.16.8.2. 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.

3.16.8.3. 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.

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

3.16.10. 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.

3.16.11. 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:

3.16.11.1. The maximum weight of the equipment expressed in pounds.

3.16.11.2. The CG location(s).

3.16.11.3. The lift point locations and their capacity.

3.16.11.4. Recommended minimum sling lengths and capacities.

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

3.16.13. 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.

3.16.13.1. 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.

3.17. 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.

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

3.19. 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.

3.20. 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. Additional information may be found in the “Visitor and Contractor Handbook” P5100 (14). 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.

3.21. 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.

3.21.1. 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:

a. Birth Certificate (with a raised state seal)

b. Valid United States Passport

c. Certificate of Citizenship (Form N-560 or Form N-561 issued by the Immigration and Naturalization Service)

d. Certificate of Naturalization (Form N-550 original only)

e. Report of Birth Abroad (Form FS-240)

f. Certificate of Birth (Form FS-545 or Form DS-1350)

g. A document provided that does not contain a photograph, a current state issued photo identification (Driver’s License or Identification Card) shall also be presented

3.21.2. 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.

3.22. 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.

3.22.1. 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.

3.22.2. 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.

3.22.3. 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.

3.22.4. The Government will issue badges without charge.

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

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

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

3.22.8. 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.

3.23. 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.

3.23.1. 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:

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

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

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

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

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

3.23.5. 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:

3.23.5.1. 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.

3.23.5.2. 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.

3.23.5.3. 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.

4.1. 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.

4.2. 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.

4.3. 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.

4.4. 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. An appointment will be scheduled on the arrival date noted on the survey.

Bluetooth devices, USB thumb drives and double ended USB cables are prohibited.

4.5. 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).

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

4.7. 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.

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

a. Farragut Ave: 20 MPH

b. All piers, wharves, and drydock routes: 5MPH

c. All other streets: 10 MPH

5. PROHIBITED ITEMS AND ACTIVITIES.

5.1. 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.

5.2. 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).

5.3. 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

6.1. 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 Visitor and Contractor Handbook (P5100 (14)) 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.

6.2. 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 “Contractor’s Guide to Environmental Compliance,” P5090 (4), and “Contractor’s Guide to Hazardous Waste Compliance” P5090 (5).

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

Washington Department Of 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.

6.4. Spill Events. The following information is provided to ensure all contractor personnel performing work at PSNS & IMF are aware of and understand spill prevention, spill events, and the proper response for each type of spill event.

6.4.1. A spill event is any unpermitted or uncontrolled release of oil or a hazardous substance to the water or ground. This includes any spilling, leaking, pumping, emitting, discharging, injecting, escaping, leaching, disposing, or dumping of liquid or solid material not authorized by the Contract.

6.4.2. Contractors shall take all reasonable and necessary precautions to prevent Oil and Hazardous Substances (OHS) from reaching the air, ground, or waterway.

6.4.3. Emergency spill events are defined as follows:

a. An immediate threat to human health or the environment, or

b. A material not known to the person discovering the spill, or

c. Has the immediate potential to enter, or has entered, a drain or waterway, or migrate off Government property, or

d. Requires assistance from the Government for cleanup, or

e. The quantity spilled is greater than ten (10) gallons.

6.4.4. A non-emergency spill event is anything not specified as an emergency spill event.

6.4.5. The following applies to spill events resulting from work being performed or equipment being provided by Government Contractors in the performance of their current contract:

6.4.5.1. In the event of an emergency spill event, the Contractor shall immediately notify the Government Regional Dispatch Center by calling 911 on a Government phone, or (360) 476-3333 on a non-Government or cellular phone.

6.4.5.2. The Contractor shall isolate the spill area and stay upwind until arrival of the Government clean-up crew.

6.4.5.3. If the Contractor knows the properties of the spilled material they shall, providing it can be done without endangering the safety or health of the Contractor or other personnel, try to stop the spill and/or contain the spill to prevent it from going into drains or waterways.

6.4.5.4. The Contractor shall notify the Contracting Officer and/or the Receiving Activity’s Point of Contact as soon as possible.

6.4.5.5. The Government will respond to all emergency spill events.

6.4.6. The Contractor may be requested to assist the Government clean-up crew. If requested, all available technical data (Safety Data Sheets (SDS) and waste profiles) the Contractor possesses, for the material spilled, shall be provided to emergency response personnel.

6.4.7. The Contractor shall assist Government personnel in the preparation of the spill reports as requested.

6.4.8. The Contracting Officer shall be provided with all relevant data necessary to determine financial impact and liability of the spill event, and reimbursement for assistance of spill clean-up and disposal services.

6.4.9. In the event of a non-emergency spill event, the Contractor shall stop the source of the spill, contain the spilled material, (to keep it away from drains or waterways), and block any drains near the spill if there is a chance the spilled material will reach them.

6.4.10. Contractor personnel shall wear the proper personal protective equipment while cleaning up a spill.

6.4.11. Waste debris shall be turned over to the Government Accumulation Area Operator (AAO) as Waste Awaiting Designation (WAD).

6.5. Water Pollution Prevention and Best Management Practices (BMPs). In no event shall waste or any other material be disposed of in the storm sewer system.

6.5.1. This system is normally identified with a metal fish tag stating “DO NOT

DISCHARGE - DRAINS TO BAY”.

6.5.2. Discharging to a sanitary sewer drain (e.g., sinks & toilets) is prohibited unless prior authorization has been obtained from the Receiving Activity’s Environmental, Safety, and Health Department.

6.5.3. Pamphlets entitled Water Pollution Prevention Practices (BMPs) and “Contractor’s Guide to Environmental Compliance”, P5090 (4), are available from the Receiving Activity’s Point of Contact upon request. The pamphlet and guide will help explain what types of practices need to be identified and utilized for Contractor activities.

6.5.4. Pollution prevention practices include, but are not limited to: good housekeeping, proper materials storage and handling, drip pans, control of dust and overspray, over water protection, protection of storm drains, and preventative maintenance.

6.6. Air Pollution Control and Reporting. Containers of paint, epoxy, solvents, or other volatile organic compounds (VOCs) are not to be left open to the atmosphere unless they are being used. All containers are to be secured at the end of each shift. Evaporation of solvents shall not be used as a means of minimizing or disposing of dangerous waste.

6.6.1. Report the usage of Volatile Organic Compounds (VOCs) and Toxic Air Contaminants to the Receiving Activity’s Point of Contact on the Receipt and Monthly Usage Form that will be supplied upon completion and submission of the Contractor Hazardous Material Inventory Form (CHMI), specified in section 7, Hazardous Materials.

7. HAZARDOUS MATERIALS

7.1. Globally Harmonized System (GHS) Safety Data Sheets (SDS). Offerors and Contractors shall submit Globally Harmonized System Safety Data Sheets (SDS), whenever the supplies being acquired or supplies used during performance are identified as hazardous materials. Hazardous Materials include any material which, by virtue of its potentially dangerous nature (e.g., toxic, flammable, corrosive, oxidizing, irritating, sensitizing, reactive), requires controls in its use, packaging, handling, storage, or stowage, to assure adequate safety to life and property. This definition is intended to apply to proprietary industrial, commercial, or locally prepared blends, mixtures, formulations, or compounds of gases, liquids, and solids intended for use at the job site. Any other material designated by a Government technical representative as potentially hazardous and requiring safety controls shall also be supplied with a SDS. SDSs shall be available at work sites where materials are being used.

7.2.…