Draft PWS Combined Rail Survey Specification.pdf

PERFORMANCE WORK STATEMENT (PWS)

Rail Alignment Survey

PART 1

GENERAL INFORMATION

1. GENERAL: This is a non-personal services contract to conduct a rail alignment survey at Trident

Refit Facility, Bangor in Building 7201. The Government shall not exercise direct supervision or control over any contractor employees. Notwithstanding, contractor shall ensure employees comply with all requirements of this Performance Work Statement (PWS) and contract.

1.1 Description of Services/Introduction: The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and any other items necessary to perform a non-personal service for a rail alignment survey 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: The runway rails for crane 720101 are in need of a rail survey to determine if they comply with the requirement of Crane Manufacturers’ Association of America Inc. (CMAA) No. 70, Table 1.4.2-1, Crane Rail Tolerances. Crane 720101 has a current capacity of 10tons and is slated to be replaced with a 15ton capacity crane.

1.3 Objectives: Contractor to perform rail alignment survey. Access to the rails is limited and disruption to the shop shall be kept to a minimum.

1.4 Scope: Perform rail alignment survey following section 5 within this PWS. Services shall include crane rail span, rail straightness, rail elevation and rail-to-rail elevation as defined in Table 1.4.2-1 of CMAA No. 70. The contractor shall accomplish CAD drawing showing the results of the rail survey.

1.5 Period of Performance: Date of award through ten (10) weeks. To begin on or around August 1st, 2025. The onsite dates shall be agreed upon by the Government and the contractor within the Period of Performance (POP) window.

1.5.1 Scheduling Communications: The contractor is required to provide 30 calendar days notice to the GPOC and TPOC of intended start date for work to be performed in building 7201. Confirmation of start date of work within Building 7201 is to be additionally confirmed 7 calendar days in advance.

1.6 Quality Assurance: The government shall evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan. 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).

1.7 Location:

1.7.1 Place of Performance: The work to be performed under this contract will be performed at Bangor Trident Refit Facility within the Controlled Industrial Facility, Building 7201.

1.7.2 Hours of Operation: The contractor is responsible for conducting business between the hours of 0630 to 1500 Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. For other than firm fixed price contracts, the contractor will not be reimbursed when the government facility is closed for the above reasons. 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.

1.7.3 Recognized Holidays: The contractor is not required to perform services on the below 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 Juneteenth

1.8 Security Requirements: Contractor personnel performing work under this contract must be able to get clearance to access the base and get the necessary badging to enter the Controlled Industrial Facility (CIF). See the BASE ACCESS AND BADGING section in the contract.

1.8.1 Physical Security: The contractor shall be responsible for safeguarding all government equipment, information and property provided for contractor use. At the close of each work period, government facilities, equipment, and materials shall be secured.

1.8.2 Radiological Security: Contractor personnel performing work under this contract may be required to obtain and wear a thermoluminescent dosimeter (TLD) while in Building 7201. TLDs shall be provided by the Government after Contractor personnel have attended a radiological safety brief before entering the facility.

1.9 Special Qualifications: The Contractor must have the ability to survey the rail fully as described in Part 5, Specific Tasks.

1.10 Pre-Award Deliverables: The CIF is subject to additional security requirements and restrictions. In order to reduce potential issues, it is requested that all offerors on this contract include the following information with their bid:

• A brief description detailing the intended equipment and methodology to be used to survey the rails.

• Highlight the use of any particular technology, such as lasers, prisms, infrared, imaging devices, LiDar, etc.

• A brief description of any aerial work platforms or other elevated devices intended to be used to reach the rails. Include overall dimensions, reach, and engine fuel type.

1.11 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.

1.12 Contracting Officer Representative (COR): There is no official COR appointment for this action.

1.12.1 Government Points of Contact (GPOC): The GPOC(S) monitors all technical aspects of the contract and assists in contract administration. The GPOC 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 notify both the Contracting Officer and Contractor of any deficiencies; coordinate availability of Government furnished property; provide site entry of Contractor personnel.

1.12.2 The GPOC(s) are NOT authorized to change any of the terms and conditions of this contract. Only the warranted Contracting Officer is authorized to make modifications/changes to the terms and conditions of this contract. If the Contractor believes any Government personnel has effectively issued a change resulting in a change in effort and price/cost of the contract, the Contractor shall immediately notify the Contracting Officer.

Primary Government Point of Contact:

Ryan Harrison, Program Business Management Specialist 360-476-9711 Desk 360-979-3402 Cell ryan.c.harrison3.civ@us.navy.mil

Secondary Government Point of Contact:

David Helland, Planner and Estimator 360-476-2472 Desk david.a.helland.civ@us.navy.mil

Technical Point of Contact (TPOC):

Fearecia Maddox 360-476-4189 Desk Fearecia.maddox.civ@us.navy.mil

1.13 Key Personnel: 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 execution of this contract.

1.13.1 Identification of Contractor Employees: All contractor personnel working in situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression that they are Government officials. All contractor personnel on a government installation will be required to obtain and wear badges in the performance of this contract. Radiological monitoring devices (TLDs) may also be required to be worn.

PART 2

DEFINITIONS & ACRONYMS

2. DEFINITIONS AND ACRONYMS:

2.1 COMMON DEFINITIONS: Per Clause 52.212-4(e), clause 52.202-1 is incorporated by reference to this contract.

2.1.1 All Definitions unless defined within the Contract are as defined within FAR Part 2.

PART 3

GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, AND SERVICES

3. GOVERNMENT FURNISHED ITEMS AND SERVICES:

3.1 Services: The Government will provide the appropriate personnel to support rigging, operations and overall heavy equipment movement, as well as escort through the CIF.

3.2 Facilities: The Government will provide the necessary work area and utilities to complete work.

3.3 Utilities: The Government will provide utilities (electrical power, compressed air and necessary lighting). The Contractor shall instruct employees in utilities conservation practices. The contractor shall be responsible for operating under conditions that preclude the waste of utilities.

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 Materials: The Contractor must have access to the current edition of the Crane Manufacturers’ Association Inc. (CMAA) No. 70.

4.3 Equipment: The Contractor shall furnish their own tools, test equipment, and ancillary equipment needed to complete the work described in Part 5, Specific Tasks. The equipment provided must meet the following requirements:

• All wireless transmission devices, including data transmission and radio controls, must be complainant with 47 CFR 15 (Title 47, Code of Federal Regulations, Part 15-Radio Frequency Devices).

• A specification sheet shall be provided for each wireless function, which must include type of wireless transmitter, broadcast/receive capabilities, frequency, transmitting range and power.

• Any equipment used must not have any image capturing devices.

4.3.1 Vehicles: The company name shall be displayed on each of the Contractor’s vehicles in a manner and size that is clearly visible. All vehicles shall display a valid state license plate. Vehicles shall meet all other requirements of the State Vehicle Code, such as safety standards, and shall carry proof of insurance and state registration, as applicable. See para. 1.13 of NAVAL BASE KITSAP (NBK) and/or PSNS & IMF CONTROLLED INDUSTRIAL AREA (CIA) ACCESS listed in contract.

4.4 Drawings/Deliverable: The Contractor shall submit a CAD drawing (pdf) showing the results of the rail survey. See Technical Exhibit 2.

• The drawings shall include a diagram depicting where measurements were taken and make reference to the building column numbers. Measurements shall be taken at every column and the midpoint between columns at a minimum.

• The measurements of the four criteria in section 1.4 shall be compiled in tables and/or shown graphically on the drawing.

• The drawing shall state the specific criteria from Table 1.4.2-1 of CMAA No. 70 that are applicable to the cranes.

• A short narrative shall be included describing the practices and methods used to conduct the survey.

• Drawings/Deliverables shall be submitted within 5 business days after on-site survey completion.

4.5 Fall Protection and Prevention Plan: The Contractor shall submit a Fall Protection and Prevention

Plan that is written by a competent person as defined by and in accordance with ANSI Z359.2.

Documentation shall be submitted a minimum of 10 business days before the survey is to be performed. The Government shall have 5 business days to review, approve, and/or provide comments on the plan.

4.5.1 Minimum Requirements: At a minimum, the Fall Protection and Prevention Plan shall include the following:

• Type of fall protection/prevention methods or systems to be used.

• Training requirements for employees exposed to fall hazards.

• Type of fall protection equipment and systems provided to the employees that might be exposed to fall hazards.

• Identify the anchor points that the fall protection equipment will be secured to.

PART 5

SPECIFIC TASKS

5. SPECIFIC TASKS:

5.1 Basic Services: The contractor shall provide services for the rail survey in Building 7201.

5.1.1 Survey data will be as defined in Table 1.4.2-1 of CMAA No. 70. Survey data will include the following:

• Rail span.

• Rail Straightness

• Rail Elevation

• Rail-to-rail elevation

5.2 Crane Description. The crane is located in Building 7201. The properties of the crane is listed in the table below.

Crane # Building

Capacity (lbs.)

Span (ft-in)

Rail Length (ft)

Rail Height (ft-in)

Rail Size

(ASCE)

Column Spacing (ft)

720101 7201 20,000 82’ 8” 123’ 28’ ¼” 60# 10’ 2”

Note: Space between column 1 and column 2 is 11’2”.

PART 6

APPLICABLE PUBLICATIONS

6. APPLICABLE PUBLICATIONS (CURRENT EDITIONS):

6.1 The Contractor must abide by all applicable regulations, publications, manuals, and local policies and procedures.

6.2 Crane Manufacturers’ Association of America, INC (CMAA) 70 – Specification for Top Running & Gantry Type Multiple Girder Electric Overhead Traveling Cranes (2024)

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 Standard Performance Threshold

PRS # 1.

The contractor shall conduct a rail survey following Part 5, Specific Tasks.

The contractor provides 100% compliance.

Zero deviation from standard.

PRS # 2

Contractor shall maintain close liaison and good communication with government.

Any problems or questions encountered by either party are addressed within 24 hours (1 business day).

PRS # 3

Contractor shall provide complete final Condition Report assessment.

The contractor provides 100% compliance.

TECHNICAL EXHIBIT 2

Deliverables Schedule

Deliverable Frequency # of

Copies Format Submit To Contractor shall provide a brief description of equipment and method of performing rail survey.

As part of the offer/bid package.

1 PDF GPOC- Ryan Harrison ryan.c.harrison3.civ@us.navy.mil

Contractor shall provide a brief description of any aerial work platforms/aerial work equipment to be used.

As part of the offer/bid package.

1 PDF GPOC- Ryan Harrison ryan.c.harrison3.civ@us.navy.mil

Contractor shall provide a Fall Protection and Prevention Plan.

Ten (10) business days before on-site work.

1 PDF GPOC- Ryan Harrison

Contractor shall provide a final report that details findings and recommended solutions.

Five (5) business days after on-site completion of the survey.

PDF

GPOC- Ryan Harrison

Contractor shall provide drawings showing the results of the rail survey following section 4 requirements.

Five (5) business days after on-site completion of the survey.

PDF

GPOC- Ryan Harrison

APPENDIX A

CRANE 720101 GENERAL ARRANGEMENT DRAWINGS

NOTE: Drawings are being provided for reference only for the purpose of aiding in job planning and estimating. Dimensions and details are not guaranteed to be 100% accurate.

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NAVAL SUBM ARIN E BASE BANGOR

SILVERDALE, WASHINGTON

CRANE LOCATION

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Appendix A

For Reference Only 2

C C RAIL 82'-8"

CABLE DUCTING

CRANE OPERATION WARNING HORN REACTOR & RESISTOR BOXES ROTARY TYPE LIMIT SWITCH FESTOON SYSTEM FOR CONTROL &

POWER SUPPLY - TROLLEY

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W.R. MOTOR, FRAME 326X

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TROLLEY

SPEED

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1.0 @ 1800 RPM

STATIC-STEPLESS, REVERSING PLUGGING

90.0 FPM

5.0 @ 1200 RPM

STATIC- STEPLESS, REVERSING PLUGGING

CONTROL FESTOON SYSTEM

UNDER WALKWAY

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EQUALIZER SHEAVE WITH PADDLE TYPE LIMIT SWITCH

LIMIT SWITCH NOT SHOWNL _________________________ _

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C/W 1.0 HP, 1800 RPM, W.R. MOTOR & DISC BRAKE

HANSEN GEAR REDUCER DB-31

ELEVAN 6"DIA D.C. BRAKE MAIN DISCONNECT SWITCH

MANUAL 5 HP, 1200 RPM, REULAND W.R. MOTOR

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MAX. SINGLE W.L.: 25,000 APPROX.

WEIGHT BREAKDOWN

GIRDER

END TRUCKS

TROLLEY

WALKWAY

WALKWAY

BRIDGE DRIVE

CONTROLS

19500# EA.

6500! 8800 1000# 500# 1500#

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ITEM QTY DES PART NO.

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BOSC SYS/MAINTENANCE ENGRG DATE

SUBASE PW ENGINEERING DATE

CUSTOMER DATE

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SAFETY STOP

2'- 9"

SCHEMATIC DI AGRAM CRA5126

INTERCONNECT DIAGRAM CRA5127

CALCULATIONS CRA5O53

TROLLEY ASSEMBLY CRA5O52

BRIDGE ASSEM BLY CRA5O51

DESCRIPTION SPEC. DWG NO

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

NAVAL SUBMARIN E BASE BANGOR

SILVERDALE, WASHINGTON

GENERAL ARRA NGEMEN T

10 TON SER .N 0.1466- A BLDG. 7201

CODE !DENT.NO. S IZE DRAWING NO. REV. CRA5034 C 80091

CONSTR. CONTR. NO. 76- C- 1466

SCALE NONE VENDOR DWG. 1466- A- 1 SHEET 2 OF 2

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ITEM QTY DES PART NO. DESCRIPTION SPEC. DWG NO

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12 2

10 2

9 160

8 160

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2 2 4BR

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ITEM QTY DES PART NO.

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BOSC SYS/MAINTENANCE ENGRG DATE

SUBASE PW ENGINEERING DATE

CUSTOMER DATE

COLLECTOR RAILS

DUCT-0-BAR FE- 758-2.90 AM P.

10 FT. LONG

2 FT. LONG

RUNWAY STOP

NOT USED

RUNWAY STOP

WASHER, HARD 7 /8"DIA.

BOLT 7 /8"DIA. X 2 1 / 4"LG. A325

BOLT 5/8"DIA. X 4 1 / 2 "LG. KWI K

BACK UP BAR FBI X 3/16"X 1'-0"

GIRDER BEAM ASSEMBLY

W 14"X 53 X 20' -3 1 /2"

L 3" X 2"X 1 / 4"X O' -9"

3/4"DIA. BOLT X 1 3/ 4"LG. A325

GIRDER BEAM ASSEMBLY

W 14"X 53 X 20'-3 1/2"

L 3"X 2"X 1 / 4"X O' - 9"

3/4"DIA. BOLT X 1 3/ 4"LG. A325

GIRDER BEAM ASSEMBLY

W 14"X 53 X 20'-7 3/4"

L 3"X 2"x 1 / 4" X o' - 9"

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W 14"X 53 X 20'-7 3/4"

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DESCRIPTION SPEC. DWG NO

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

NAVAL SUBM ARIN E BASE BANGOR

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RAILS & GIRD ERS

10 TON SER. N0. 1466 - A BLDG. 7201

CODE !DENT.NO. S IZ E DRAWING NO. REV.

CRA5050 C 80091

CONSTR. CONTR. NO. 74- C- 5026

SCALE NONE VENDOR DWG. 6044609 SHEET 1 OF 5

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SUBASE PW ENGINEERING DATE

CUSTOMER DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

NAVAL SUBMARIN E BASE BANGOR

SILVERDALE, WASHINGTON

RAILS & GI RD ER S

10 TON SER.N0.1 466 - A BLDG. 7201

CODE !DENT.NO. S IZE DRAWING NO. REV.

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CONSTR. CONTR. NO. 74-C- 5026

SCALE NONE VENDOR DWG. 2253- E3 SHEET 2 OF 5

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