FOUO A10.1.1 DRAFT PWS.pdf

PERFORMANCE WORK STATEMENT (PWS)

Operational Lease of Two Units of Personnel Elevators for Dry Dock 6 In Support of

Puget Sound Naval Shipyard and Intermediate Maintenance Facility (PSNS & IMF) Bremerton, WA. 98314

Part 1

General Information

1. GENERAL: This is a non-personal services contract to provide Operational Lease of Two Personnel Elevators for Dry Dock 6 in support of Puget Sound Naval Shipyard and Intermediate Maintenance Facility (PSNS & IMF) Bremerton, WA 98314. The Government shall not exercise any supervision or control over the contract service providers performing the services herein. Such contract service providers shall be accountable solely to the Contractor who, in turn is responsible to the Government.

1.1 Description of Services/Introduction: The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform Operational Lease of Two Personnel Elevators for Dry Dock 6 as defined in this Performance Work Statement except for those items specified as government furnished property and services. The contractor shall perform to the standards in this contract.

1.2 Background: PSNS & IMF mission is to maintain, modernize, and retire our Navy’s fleet. Dry Dock 6 is one of the tools used in the execution of this mission. Dry Dock 6 design, however, does not lend to the efficient movement of personnel and equipment due to the lack of mechanized stairs or elevators. Because of the basic purpose of the dry dock – i.e. flooding the dry dock to accept the vessel; drying it for maintenance/repair of the vessel; and re-flooding to release the vessel, the mechanized stairs or elevator cannot be incorporated in the current design. This is because these systems cannot be exposed to the corrosive effect of seawater without damaging its electrical and mechanical components. To provide effective and efficient movement of personnel in the dry dock, it is determined that a temporary elevator is needed 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. PSNS & IMF does not possess organic capability to provide temporary elevator nor its support and maintenance hence the requirement for contractual leasing support.

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

PWS:

- Leasing of two personnel elevators;

- Transportation, installation, and de-installation of the two personnel elevators;

- Scheduled maintenance to keep elevators operational at all times during the period of performance; and

- Emergency Repair and Entrapment support.

1.4 Scope: Leasing of two personnel elevator for temporary installation at PSNS & IMF Dry Dock 6 for a twelve-month period with six-month option. Services include leasing of two personnel elevators;

transportation, installation, and de-installations of the elevators; scheduled maintenance; and emergency repair and entrapment support.

1.5 Period of Performance: The period of performance shall be for one Base Year of 12 months with one

6-month option. The Period of Performance reads as follows:

POP START END

Base Year 9/27/2021 9/26/2022 Option (6 months) 9/27/2022 2/27/2023

1.6 General Information

1.6.1 Quality Control: The contractor shall develop and maintain an effective quality control program to ensure services are performed in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s quality control program is the means by which he assures himself that his work complies with the requirement of the contract. The Quality Control Plan (QCP) shall be provided with the proposal for inclusion in the evaluation process. A comprehensive written QCP shall be submitted to the KO and COR within 5 working days when changes are made thereafter. After acceptance of the quality control plan the contractor shall receive the contracting officer’s acceptance in writing of any proposed change to the QC system.

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

1.6.3 Recognized Holidays:

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

1.6.4 Hours of Operation: The contractor is responsible for conducting business (i.e. required services after installation to include 2 operating elevators, emergency repair and scheduled maintenance, and entrapment emergency support) 24 hours a day Monday thru Sunday, including Holidays, except when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. The Contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS when the Government facility is not closed for the above reasons. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the workforce are essential.

1.6.5 Place of Performance: The work to be performed under this contract will be performed at PSNS & IMF, Bremerton, WA 98314.

1.6.6 Type of Contract: The government will award a single Firm Fixed Price (FFP) contract type.

1.6.7 Security Requirements: See Section J of solicitation and contract for PSNS&IMF C400 Contract Solicitation Security Information for Navy Installation Contractor Badging & Access Requirements.

1.6.8 Special Qualifications: As prescribed in listed Standards and Codes in Part 6 of this PWS for specific work.

1.6.9 Post Award Conference/Periodic Progress Meetings: The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation Subpart 42.5. The contracting officer, Contracting Officers Representative (COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the contracting officer will apprise the contractor of how the government views the contractor's performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues.

These meetings shall be at no additional cost to the government.

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

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

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

1.6.11 Key Personnel: The following personnel are considered key personnel by the government: Contract Manager. The contractor shall provide a contract manager who shall be responsible for the performance of the work. The name of this person and an alternate who shall act for the contractor when the manager is absent shall be designated in writing to the contracting officer. The contract manager or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract.

1.6.12 Identification of Contractor Employees: All contract personnel attending meetings, answering Government telephones, and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression in the minds of members of the public that they are Government officials. They must also ensure that all documents or reports produced by contractors are suitably marked as contractor products or that contractor participation is appropriately disclosed. Contractor personnel is required to obtain and wear badges in the performance of this service – see Section J - PSNS&IMF C400 Contract Solicitation Security Information for Navy Installation Contractor Badging & Access Requirements.

1.6.13 Contractor Travel: A contractor personnel will be required to travel from place of business in CONUS to PSNS & IMF Bremerton, WA 98314 (and return) to perform scheduled maintenance and emergency repair/entrapment support. These travels are not separately priced.

Note: Emergency repair/entrapment support is minimized by the properly performed scheduled maintenance.

1.6.14 Other Direct Costs: Not Applicable.

1.6.15 Data Rights: The Government has specific license rights to all documents/material produced under this contract – see referenced DFARS Clause 252.227-7015 - Technical Data–Commercial Items.

Department of Defense may use, modify, reproduce, release, perform, display, or disclose data only within the Government. The data may not be used to manufacture additional quantities of the commercial items and, except for emergency repair or overhaul and for covered Government support contractors, may not be released or disclosed to, or used by, third parties without the contractor's written permission.

1.6.16 Organizational Conflict of Interest: It is determined that the contractor and subcontractor personnel performing work under this contract will not receive, have access to or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services which may create a current or subsequent Organizational Conflict of Interests (OCI) as defined in FAR Subpart 9.5.

1.6.17 PHASE IN /PHASE OUT PERIOD: Not Applicable

1.6.18 Contractor shall be liable for all federal, state and local environmental regulations.

PART 2

DEFINITIONS & ACRONYMS

2. DEFINITIONS AND ACRONYMS:

2.1. DEFINITIONS:

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

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

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

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

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

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

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

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

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

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

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

2.2. ACRONYMS:

ACOR Alternate Contracting Officer's Representative COR Contracting Officer Representative DFARS Defense Federal Acquisition Regulation Supplement FAR Federal Acquisition Regulation KO Contracting Officer OCI Organizational Conflict of Interest

ODC Other Direct Costs PIPO Phase In/Phase Out POC Point of Contact PRS Performance Requirements Summary PWS Performance Work Statement QA Quality Assurance QAP Quality Assurance Program QASP Quality Assurance Surveillance Plan QC Quality Control QCP Quality Control Plan TE Technical Exhibit

PART 3

GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, AND SERVICES

3. GOVERNMENT FURNISHED ITEMS AND SERVICES:

3.1. Services: The Government will provide a Qualified Elevator Inspector (QEI) to perform a final certification after installation, and as required thereafter.

3.2 Facilities: Government will provide following:

3.2.1 PSNS will take responsibility for constructing code compliant entrances, platforms, ramps, and roof sections.

3.2.2 The Government will provide modifications to the Handrail system at the top of the dry dock to provide an opening for access to the elevators, and will provide top and bottom landings for both elevators.

3.3 Utilities: The Government will provide temporary power and suitable electrical connections to the elevator controllers or equipment disconnects.

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

CONTRACTOR FURNISHED ITEMS AND SERVICES

4. CONTRACTOR FURNISHED ITEMS AND RESPONSIBILITIES:

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

4.2 Secret Facility Clearance: Not Applicable

4.3. Materials. The Contractor shall furnish materials, supplies, and equipment necessary to meet the requirements under this PWS.

4.4. 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

SPECIFIC TASKS

5. Specific Tasks:

5.1. Basic Services. The contractor shall provide following services: leasing of two personnel elevators;

transportation, installation, and de-installations of the elevators; scheduled maintenance; and 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:

5.1.1 Structural engineering design package consisting 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 & IMF. The design package shall include all attachment components and details involved in the installation and de-installation.

5.1.2 Installation schedule (that may be modified to work around all shipyard operations to maintain mission readiness; shall be coordinated with the COR)

5.2. Leasing of Two Personnel Elevators. The contractor shall provide two leased personnel elevators to be temporarily installed in Dry Dock 6 at Puget Sound Naval Shipyard (PSNS), Bremerton, WA. Elevators shall conform to following minimum specifications:

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

5.2.2 Minimum 4400 lb. capacities, two (2) stops 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.

5.2.3 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 and permanently affixed to the interior wall of the elevator next to the car operating panel.

5.2.4 Elevators will be designed to operate in an industrial/ship repair environment where Government radar system and similar equipment testing will be a potential source of electromagnetic interference.

Elevators will be new or newly refurbished prior to delivery.

5.2.5 Power requirement 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.

5.2.6 All car structural components, support tower, bracing, attachments and electrical components shall be constructed to operate outside 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.

5.2.7 Dry Dock 6 Temporary Passenger Elevator Seismic Design Criteria

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

5.2.7.2 Design and install each passenger elevator tower 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.

5.2.7.3 Elevator car load shall include both LL and DL.

5.2.7.4 Elevator tower wall brace systems 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.

5.2.7.5 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 wall brace systems shall not exceed 20 ft.

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

5.2.8 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.)

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

5.3 Transportation, Installation, and De-installations of the Elevators. The contractor shall coordinate all lay down areas and access with the Contracting Officer’s Representative (COR) through the 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 Corp 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 prior 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.

5.3.1 Transportation. The contractor shall provide:

5.3.1.1 Transportation of elevators: 1) from contractor place of business and delivered to Dry Dock 6 PSNS & IMF, Bremerton, WA 98314 within 30 business days from date of contract award during installation phase, and 2) within 5 business day after the de-installation phase.

5.3.1.2 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.

5.3.2 Installation. The contractor shall provide following during installation:

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

5.3.2.2 Concrete anchors that are manufactured in accordance with the structural design package. All anchor plates and anchorage fasteners shall be hot dip galvanized.

5.3.2.3. All anchors that are thread embedded in epoxy and shall be Hilti HIT-RE 500 V3 epoxy or approved equal installed IAW manufacturer and third party testing laboratory recommendations.

5.3.2.4. 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

5.3.2.5. 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) (Joseph Maxwell, 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.

5.3.3 De-installation (removal). The contractor shall provide:

5.3.3.1 De-installation of the elevators within 5 business days after lease end.

5.3.3.2 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.

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

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

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

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

5.5. Emergency Repair and Entrapment Support. The contractor shall provide:

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

5.5.2 Response (i.e. repair personnel reporting to Dry Dock 6) of no more than 3 hours after notification for emergency repair.

5.5.3 Response (i.e. repair personnel reporting to Dry Dock 6) of no more than 1 hour after notification for entrapment support request.

PART 6

APPLICABLE PUBLICATIONS

6. APPLICABLE PUBLICATIONS (CURRENT EDITIONS)

6.1. The Contractor must abide by Standards and Codes as follows:

6.1.1 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)

6.1.2 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.asme.org

- NFPA 70-2020, National Electric Code URL: https://www.nfpa.org/codes and standards

- NAVFAC P-307, Weight Handling Program Management. URL: www.navfac.navy.mil › Navy Crane Center › About Us › Resources

- PSNS & IMF Contractor Guide to Environmental and Safety Compliance

6.1.3 Dry Dock 6 Temporary Passenger Elevator Seismic Design Criteria

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

PART 7

ATTACHMENT/TECHNICAL EXHIBIT LISTING

7. Attachment/Technical Exhibit List:

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

7.2. Attachment 2/Technical Exhibit 2 – Deliverables Schedule

TECHNICAL EXHIBIT 1

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

Performance Objective (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 provide two operational personnel elevators

PWS 5.2

The contractor provided two operational personnel elevators

100% meeting ALL minimum requirement listed in PWS 5.2

100% Inspection by

COR

The contractor shall deliver all deliverables on time

PWS 5

The contractor delivered all deliverables timely

No more than 2 business days late in submission

100% Inspection by

COR

The contractor shall install/de-install the elevators in accordance with all the terms and conditions in the PWS

PWS 5.3.2/5.3.3

The contractor installed/de-installed the elevators in accordance with all the terms and conditions in the PWS

100% meeting ALL minimum requirement listed in PWS 5.3.2/5.3.3

100% Inspection by

COR

The contractor shall provide operable elevators 7 days/week, 24 hours/day

PWS 5.4

The contractor shall provide operable elevators 7 days/week, 24 hours/day

No more than a total of 24 hours non-operational for whatever reason (to include repair, inspection, etc.) in a calendar quarter

100% Inspection by

COR

The contractor shall provide emergency repairs and entrapment support response within the required time after notification

PWS 5.5.2/5.5.3

The contractor provided emergency repairs and entrapment support response within the required time after notification

Response time does not exceed an additional one hour from requirement;

No more than 2 validated customer complaint every calendar quarter

100% Inspection by

COR

TECHNICAL EXHIBIT 2

DELIVERABLES SCHEDULE

Deliverable Frequency # of Copies Medium/Format Submit To Structural engineering design package

PWS 5.1.1

Within 30 days of contract award

1 Acceptable file formats: PDF, MS Word, Excel, CAD (coordinate with

COR)

Contracting Officer Representative (COR) via Safe Access File Exchange (SAFE) at https://safe.amrdec.a rmy.mil/safe/

Installation schedule

PWS 5.1.2

Submit with the proposal 1 MS Word, PDF, etc. Contracting Officer

Area Outage Requests

PWS 5.3

At least 20 working days prior to mobilization

1 MS Word, PDF, etc. COR via Email

Fall protection plan for tower erection

PWS 5.3

At least 20 working days prior to mobilization

1 MS Word, PDF, etc. COR via Email

Comprehensive Crane Lifting Plan

PWS 5.3.2.4

At least 20 working days prior to mobilization

1 MS Word, PDF, etc. COR via Email

Initial and Follow Up Testing Results

PWS 5.3.2.5

After completion of the required initial and follow-up testing

1 MS Word, PDF, etc. COR via Email

Routine maintenance and testing schedules

PWS 5.4.2

At least 20 working days prior to mobilization

1 MS Word, PDF, etc. COR via Email