DRAFT PWS_Redacted.pdf

PERFORMANCE WORK STATEMENT (PWS)

Operational Lease of Temporary Personnel Elevator

Part 1 General Information

1. GENERAL: This is a non-personal services contract to provide Operational Lease of One Personnel Elevator for Dry Dock 6 in support of Puget Sound Naval Shipyard (PSNS), Bremerton, WA 98314.

1.1 Description of Services/Introduction: The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform Operational Lease of One Personnel Elevator for Dry Dock 6 as defined in this Performance Work Statement.

1.2 Background: PSNS has several dry docks to accomplish repairs to US Navy Vessels. Dry Dock 6, one of these dry docks, does not have mechanized stairs or elevators. The basic purpose of the dry dock is flooding the dry dock to accept vessels, drying it for maintenance/repair of the vessels, and re-flooding to release the vessel. To provide effective and efficient movement of personnel in the dry dock, it is determined that this requirement shall provide 1 temporary elevator to be installed while the dry dock is dry, and be removed before the dry dock is re-flooded after the maintenance/repair to a vessel is completed.

1.3 Objectives: The objective is for the contractor to provide the following all in accordance with this PWS:

- Structural Engineering Design Package for installation and removal of one elevator.

- Leasing of one personnel elevator.

- Transportation, installation, and de-installation of one personnel elevators.

- Scheduled maintenance to keep elevator operational at all times.

- Emergency Repair and Entrapment support.

1.4 Scope: Provide Structural Engineering Design Package for installation and removal of one elevator at PSNS Dry Dock 6 in the northwest corner. Leasing of one personnel elevator for temporary installation for a ten-month period with an option to lease 2 additional months. Services include providing a structural engineering design package, leasing of one personnel elevator, transportation, installation, de-installations of the elevator, scheduled maintenance, emergency repair, and entrapment support.

1.5 General Information

1.5.1 Quality Control: The contractor shall develop and maintain an effective quality control program to ensure services are performed in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services.

1.5.2 Recognized Holidays: Contractor is not required to perform services on federal holidays. The list of current federal holidays can be found here: https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/

1.5.3 Hours of Operation: The Contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within the PWS except when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings.

1.5.4 Security Requirements: The Contractor will abide by the security requirements defined in the contract and standard PSNS Security Policies. These policies if applicable shall be provided to the Contractor by the COR.

Badging requirements shall be provided in a separate attachment contained within this contract.

1.5.5 Special Qualifications: As prescribed in listed Standards and Codes in Part 5 of this PWS for specific work.

1.5.6 Post Award Conference/Periodic Progress Meetings: The Contractor shall attend all post award conference or other progress meetings as identified by the contracting activity or contract administration office. During these

3.4 Equipment: The Government will provide a man-lift to support quarterly maintenance inspections of the elevators.

3.5 Materials: The Government will provide materials necessary to support paragraph 3.2.2.

PART 4

SPECIFIC TASK

4. Specific Tasks: The Structural Engineering Design Package required in the below paragraphs 4.1 through 4.3 shall be prepared in accordance with the following references:

-Unified Facilities Criteria 3-301-01 Structural Engineering -ASME TR A17.-2020, Section 8.4 Elevator Safety Requirements for Seismic Risk Zone 2 or Greater –ASCE 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures

4.1 Basic Services: The contractor shall provide the following services: structural engineering design package, leasing of one each personnel elevator, transportation, installation, and de-installation of the elevator, scheduled maintenance, emergency repair, and entrapment support. All electrical and mechanical work shall be performed by a licensed and bonded contractor for that specific trade. All work must be coordinated with on-going operations in the immediate area, in and around Dry Dock 6. The contractor shall provide:

4.1.1 Structural Engineering Design Package: This package shall consist of installation drawings, detailed shop drawings, and calculations prepared and stamped by a Professional Engineer in the State of Washington within 30 days from contract award for review and approval by PSNS and NAVFAC. A letter may also be sent to the government engineer who will be reviewing and installation drawings, detailed shop drawings, and calculations stating they are a registered professional engineer in the State of Washington in lieu of a stamp. The design package shall include all attachment components and details involved in the installation and de-installation.

Within a 2 week period government will provide required corrections or approval. If corrections are required contractor will submit revised design package within 5 business days. Government will review required design package and the process above will repeat until design is accepted.

4.1.2 Installation Schedule: Two weeks before installation date the contractor shall provide informal written daily breakdown of a proposed installation schedule. NOTE: The schedule may be modified to work around all shipyard operations to maintain mission readiness; shall be coordinated with the COR.

4.2 Leasing of One Personnel Elevator: The contractor shall provide one leased personnel elevator to be temporarily installed in Dry Dock 6 at Puget Sound Naval Shipyard (PSNS), Bremerton, WA. Elevator shall conform to the following minimum specifications:

4.2.1 American National Standard Instruction (ANSI) A10.4 (Safety Requirements for Personnel Hoists and Employee Elevators on construction sites) compliant. URL: https//webstore.ansi.org.

4.2.2 Minimum 4400 lbs. capacities, two (2) stop capable, one at top and one at the bottom of the dry dock. This elevator will operate daily, including weekends, and holidays, thru three shifts, to accommodate a workforce of approximately 350 personnel utilizing the elevator for access to the dry dock.

4.2.3 Non-selective collective Automatic Operation as defined in ANSI A10.4. Elevators shall not require an especially skilled and continuous operator but rather may be summoned by a landing call station to the appropriate landing and otherwise be operated by a layperson.

Operating instructions shall be prominently displayed on a sign having minimum 1” tall letters permanently affixed to the interior wall of the elevator next to the car operating panel.

4.2.4 Elevator will be designed to operate in an industrial/ship repair environment where Government radar systems and similar equipment testing will be a potential source of electromagnetic interference. Elevator will be new or newly refurbished prior to delivery.

4.2.5 Power requirements will not exceed 100 amps, 480 VAC. Elevators will operate on a supply of 3 phase, 480+or-5% volt, 60 HZ power and a convenience supply of 110 VAC single phase 60 HZ power which will be provided by the Government. The electrical disconnect enclosures shall be located at the base of the elevators.

4.2.6 All car structural components, support tower, bracing, attachments and electric components shall be constructed to operate in Pacific Northwest weather and salt air environment. All electrical components shall be weatherproof. Dry dock depth is 64 feet and components shall not rise more than 20 feet above the upper landing.

4.2.7 A single push button call box shall be provided in the car cab with the ability to be programmed to call the Navy Regional Dispatch Center. (A cell phone or radio is not acceptable.)

4.2.8 Government shall assign engineer POC to inspect final installation of elevators to ensure compliance with all technical information submitted by contractor.

4.3 Dry Dock 6 Temporary Passenger Elevator Seismic Design Criteria:

4.3.1 Reference (a): Unified Facilities Criteria 3-301-01 Structural Engineering

4.3.2 Design and install each passenger elevator to dock wall brace system and attachments to be of sufficient capacity to handle 100% of a 0.5G lateral load (in any horizontal direction) on fully loaded elevator car loaded to maximum rated capacity (LL) while the car is located, vertically, at each of the brace systems.

4.3.3 Elevators car load shall include both LL and DL.

4.3.4 Elevator tower wall brace system and attachments shall be shown by qualified Professional Engineer calculations to handle the above loads while experiencing stresses within allowable limits as per American Institute of Steel Construction (AISC) criteria and manufacturer’s concrete anchor allowable data as substantiated by independent laboratory testing.

4.3.5 Elevator tower wall brace systems/fasteners shall be located throughout the height of the tower, including the base and the top. Vertical spacing of elevator tower brace systems shall not exceed 20 ft.

4.3.6 Submit registered professional engineer calculations and current laboratory report of concrete anchor allowable load data a minimum of 2 week prior to shipment. Provide 100% inspection of concrete anchor (to dry dock) installation by a qualified testing laboratory licensed in the State of Washington.

4.4 Transportation, Installation, and De-Installation of the Elevator: The contractor shall coordinate all lay down areas and access with the Contracting Officers Representative (COR) through submission of an Area Outage Request. Area Outage Requests shall be submitted at least 20 working days prior to mobilization and de-mobilization. An approved laydown area will be granted in conjunction with the approved area outage request. A fall protection plan for tower erection that conforms to Army Corps of Engineer standard EM 385-1-1 (URL: http://www.usace. Army.mil/Safety-and-Occupational-

Health/Safety-and-Health-Requirements-Manual) must be submitted to the government for approval to construction.

Notes:

‐ All vehicles must park within the confines of the approved laydown area and have an approved outage hanging pass displayed.

‐ Crane lifts may be required to be accomplished on weekends, dependent on the determination of the area outage request.

4.4.1 Transportation: The contractor shall provide:

4.4.1.1 Transportation of elevators: From contractor place of business and delivered to Dry Dock 6 PSNS, Bremerton, WA 98314 during the week of agreed installation phase and removed during the week of agreed de-installation phase.

4.4.2 Installation: the contractor shall provide the following during installation:

4.4.2.1 Drilling and installation of all concrete anchors that are 100% inspected by a qualified test lab certified by Washington Association of Building Officials (WABO).

4.4.2.2 Concrete anchors that are manufactured in accordance with the structural design package. All anchor plates and anchorage fasteners shall be resistant to corrosion either hot dip galvanized or stainless steel. Galvanized fasteners shall be ASTM A153/153M class C. Stainless shall be 316 SS specified for slat marine environment.

Include dielectric protection for any stainless steel to non-stainless steel surfaces.

4.4.2.3 All anchors that are thread embedded in epoxy shall be Hilti HIT-RE 500 V3 epoxy or approved equal, with an ICC-ESR valid for the 2021 IBC for use in resisting seismic loads in cracked concrete, installed IAW manufacturer and third party testing laboratory recommendations.

4.4.2.4 All lifting means including cranes or man lifts (except the government will provide a man-lift to support quarterly maintenance inspections of the elevators).The man lift used for installation shall remain in the dry dock until the elevator is certified for use by the government Qualified Elevator Inspector. A comprehensive crane lifting plan must be submitted to Navy Crane Center for approval prior to crane lifting operations. The submitted lifting plan must comply with NAVFAC P-307, Weight Handling Program Management. URL: www.navfac.navy.mil>Navy Crane Center>About Us>Resources

4.4.2.5 All required initial and follow up testing required for the elevator to be certified and then maintained for use. The Government shall provide a Qualified Elevator Inspector (QEI). (NAVFAC NW VTE Program Manager or designee) to perform a final certification after installation, and as required thereafter – see part 3). The contractor shall be responsible for providing all test weights which will conform to ANSI 10.4 standards.

4.4.2.6 A lockable box, keyed to FEOK1 (Firefighters Emergency Operation Key 1), large enough to hold all the tools and keys needed to facilitate extraction and operation.

4.4.3 De-Installation (removal): The contractor shall provide:

4.4.3.1 De-Installation of the elevators within 5 business day after lease end.

4.4.3.2 Upon removal of the elevators, any threaded female anchors shall remain in the dry dock wall and floor, but shall be plugged with removable sealant or elastomer to minimize the future fouling of threads. All protrusions shall be negated and the concrete surface restored or appropriately sealed-ground flush with the existing concrete surface.

4.4.3.3 The elevator system shall be capable of a minimum twelve foot horizontal standoff from any supporting structures.

4.5 Scheduled Maintenance: The contractor shall provide an elevator that will be operable 7 days/week, 24 hours a day to include all holidays. Therefore, the contractor shall provide:

4.5.1 All required maintenance and repairs in accordance with Original Equipment Manufacturer (OEM) required maintenance services throughout the duration of the lease.

4.5.2 Routine maintenance and testing schedules shall be submitted by the contractor on a quarterly basis.

4.6 Emergency Repair and Entrapment Support: The contractor shall provide:

4.6.1 A 24 hour 7 day a week support phone line accessible via landline and cell phones for emergency repair and entrapment support requests.

4.6.2 Response (i.e. repair personnel reporting to Dry Dock 6) of no more than 6 hours after notification for emergency repair.

4.6.3 Response (i.e. repair personnel reporting to Dry Dock 6) of no more than 6 hours after notification for entrapment support request.

4.7 Equipment: The Contractor shall provide all lifting means including cranes or man lifts (except for support of man lifts for use for quarterly maintenance inspections of the elevators- see part 3).

PART 5

APPLICABLE PUBLICATIONS

5. APPLICABLE PUBLICATIONS (CURRENT EDITIONS)

5.1 The Contractor must abide by Standards and Codes as follows:

5.1.1 For all structural work:

-International Building Code (IBC) (URL: https://www.thespruce.com//international-building-code) -National Electric Code (NEC) (URL:https://www.nfpa.org/codes-and-standards) -National Fire Protection Association (NFPA) standards (URL: https//www.nfpa.org/codes-and-standards)

-Uniform Plumbing Code (URL: https://www.codes-iapmo.org) -Uniform Mechanical Code (URL: https://www.codes-iapmo.org)

5.1.2 For all equipment and material provided, installation practices, and testing:

-ANSI A10.4-2016, Personnel Hoists and employee elevators on Construction and Demolition sites. (URL: https://webstore.ansi.org) -ASME A17.4-2015, Guide for Emergency Personnel (URL: https://www.nfpa.org/codes and standards) -NFPA 70-2020, National Electric Code (URL: https://www.nfpa.org/codes and standards) -NAVFAC P-307, Weight Handling Program Management (URL:https://navfac.navy.mil > Navy Crane Center>About Us>Resources) -PSNS & IMF Contractor Guide to Environmental and Safety Compliance

5.1.3 Dry Dock 6 Temporary Passenger Elevators Seismic Design Criteria:

-Unified Facilities Criteria 3-301-01 Structural Engineering -ASME TR A17.1-2020, Section 8.4 Elevator Safety Requirements for Seismic Risk Zone 2 or Greater -ASCE 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures

PART 6

ATTACHMENT/TECHNICAL EXHIBIT LISTING

6. Attachment/Technical Exhibit List:

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

7.2. Attachment 2/Technical Exhibit 2 – Deliverables Schedule