PWS_-_CW_Loop_Piping_Video-UT_Inspection_R1.doc
DOC document 114 KB Posted
- Solicitation number
- 140P4225Q0038
About this file
This Performance Work Statement (PWS) details a chilled water piping inspection project for Independence National Historic Park in Philadelphia. The National Park Service seeks a contractor to conduct a minimally intrusive video and ultrasonic thickness (UT) inspection of up to 1,000 linear feet of the park's chilled water supply and return lines, which were installed in 1998. The technical objectives include providing a recorded visual survey of the internal pipe conditions, live video feed during inspection, and a detailed report documenting findings, with potential follow-on UT thickness measurements.
The project is scheduled for September 1, 2025 to December 31, 2025, with work to be performed between November 1st and April 1st outside peak cooling season. Key deliverables include pre-inspection submittals such as inspector CVs, equipment details, and inspection schedules, followed by video survey results, a narrative inspection report, and a draft PWS for potential follow-on surveying within 45 days of survey completion. The solicitation (140P4225Q0038) is issued by the Department of the Interior National Park Service Northeast Region, with the primary goal of assessing the current condition and remaining service life of the critical chilled water infrastructure that supports the park's historic buildings and IT infrastructure.
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Other files
| File | Type | Posted |
|---|---|---|
| Questions_and_Answers_0003.docx | DOCX document | |
| Sol_140P4225Q0038_Amd_0003.pdf | ||
| Manhole_Photos_0002.pdf | ||
| Sol_140P4225Q0038_Amd_0002.pdf | ||
| Questions_and_Answers_0001.docx | DOCX document | |
| Sol_140P4225Q0038_Amd_0001.pdf | ||
| Attachment_A_Drawing.pdf | ||
| Sol_140P4225Q0038.pdf | ||
| Wage_Determination_WD_15-4233_Rev_33.pdf | ||
| Price_Schedule.docx | DOCX document |
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Text version
Performance Work Statement (PWS) INDE Chilled Water Loop Piping Inspection
PERFORMANCE WORK STATEMENT
Table of Contents
OVERVIEW
CONTRACT REQUIREMENTS
12.1 Objectives Fulfillment
12.1.1 Business Objectives
12.1.2 Technical Objectives
22.1.3 Management Objectives
32.2 Assumptions and Constraints
32.2.1 Access Control
32.2.2 Conditions
32.2.3 Data
32.2.4 Performance limitations.
42.3 Period of Performance
Government Roles and Responsibilities.
43.1.1 Contracting Officer (CO)
43.1.2 The Contract Specialist acts as an acquisition consultant and serves as liaison between the Contracting Officer and the requesting program office (OCIO).
43.1.3 Contracting Officer’s Representative (COR)
53.1.4 Other Key Government Personnel
53.2 Contractor Roles and Responsibilities
METHODS OF QUALITY ASSURANCE SURVEILLANCE
Reporting
65.1.1 Deliverables to be provided to the CO Prior to mobilizing Inspection team
75.1.2 Deliverables to be provided to the CO within two weeks of conclusion of the survey
1 OVERVIEW
The task is supporting the Independence National Historic Park The park operates multiple buildings including Independence Hall, the Liberty Bell complex and various offices thru a Central Chilled Water Loop installed in 1998. The loop is supplied from a chiller plant located at 3rd and Dock Streets in Philadelphia and is distributed through an insulated, buried carbon steel pipe network consisting of supply and return lines with a maximum diameter of 8”. The park is interested in determining the current condition of the pipe interior and remaining wall thickness in order to estimate remaining service life.
2 CONTRACT REQUIREMENTS
2.1 Objectives Fulfillment
This section describes how the performance-based objectives will be fulfilled.
The contractor will conduct a minimally intrusive inspection of up to 1000’ of each line (supply & return) beginning at the chiller plant and continuing up to 1000’ within the limits of any obstructions that may be encountered and documented which prohibit further survey.
2.1.1 Business Objectives
Not applicable
2.1.2 Technical Objectives
2.1.2.1 Provide a recorded, visual survey of the internal conditions of the chilled water supply and return lines, beginning at Chiller Plant utilizing Temporary Chiller Connection points and inserting device with recoding video camera into a water filled or partially water filled 8” pipe and surveying at least to Manhole #10 (See attachment #1) or Manhole #13 (See attachment #1) if physically able within the 1000’ limitation.
1. Provide required camera and equipment to perform survey.
2. Provide all fittings and material required to complete the survey.
3. Provide all tools and labor required to conduct survey.
4. Provide live video feed during the survey to enable live assessment of any obstructions discovered.
5. Provide recorded video via CD of the entire survey. Provide report detailing conditions found and documenting the timestamp in video recording where relevant findings can be seen.
6. Complete above for both the supply line and return line.
7. Lines are assumed to be 8”, Steel SCHED 40, PVC Clad with insulation to manhole #11. Thereafter, pipe is assumed to be 6”, Steel SCHED 40 PVC Clad with insulation.
2.1.2.2 Following survey, provide a detailed technical proposal and cost to conduct a non-invasive UT thickness survey of piping at various intervals of the chilled water supply and return lines, beginning at Chiller Plant utilizing Temporary Chiller Connection points and inserting UT measuring device with recoding video camera into a water filled or partially water filled 8” pipe and surveying at least to Manhole #10 (See attachment #1) or Manhole #13 (See attachment #1) if physically able within the 1000’ limitation. Proposal to include DRAFT PWS that includes
8. Provide required UT Measurement equipment to perform survey. Provide detailed description of components, capabilities and cost to provide.
9. Provide all fittings and material required to complete the survey.
10. Provide all tools and labor required to conduct survey.
11. Provide map of readings and table of results.
12. Complete above for both the supply line and return line.
13. Lines are assumed to be 8”, Steel SCHED 40, PVC Clad with insulation to manhole #11. Thereafter, pipe is assumed to be 6”, Steel SCHED 40 PVC Clad with insulation.
14. Provide cost breakdown to provide follow-on survey, including detailed report. Breakdown to include labor breakdown (# of personnel and rates), Material breakdown (List materials and cost) and Equipment Costs (Breakdown cost to procure/rent with rates).
2.1.3 Management Objectives
2.1.3.1 Provide a report of visual findings:
15. Provide recommendations for corrective actions that should be taken (if any).
16. Provide recommendation for follow-on inspection interval with rationale based on conditions found and current use of piping as a Chilled Water System in a facility setting.
17. Provide a report of visual findings
2.1.3.2 Provide Proposal for follow-on survey of UT Thickness.
18. Provide description/details of required UT Measurement equipment to perform survey. Provide detailed description of components, capabilities and cost to provide.
19. Provide cost breakdown to provide follow-on survey, including detailed report. Breakdown to include labor breakdown (# of personnel and rates), Material breakdown (List materials and cost) and Equipment Costs (Breakdown cost to procure/rent with rates).
2.2 Assumptions and Constraints
This section defines the assumptions and constraints underlying this contract, which the Contractor has considered in developing their technical solution. The Contractor shall address the following Constraints at a minimum as well as their own assumptions and constraints. Note that Section 5, Security Requirements, below, covers specific regulatory security aspects.
This section lists laws, rules, regulations, standards, technology limitations and other constraints that the service and/or service provider must adhere to or work under.
2.2.1 Access Control
User will have access to piping from valves located within the chiller plant. It is assumed that all reading will be taken using device(s) inserted into the pipeline. Pipeline is buried. Manholes are considered confined space, permit required. Entry is assumed to not be required. If access to manholes is required, contractor should identify and detail access requirements in their proposal. Contractor personnel requiring entry into confined space will be required to document OSHA confined space entry certification.
2.2.2 Conditions
Piping is assumed to be installed per provided drawing (Attachment #1). Chilled water system is assumed to be filled with water, with no pumps running during the actual inspection. Contractor should indicate any special requirements in their proposal.
Time limit for shutdown of pumps is 72 Hours.
Excavation of any portion of the piping would require archaeological monitoring and tribal monitoring and is therefore to be avoided.
2.2.3 Data
All data (e-mail traffic, contact information, calendar contents, etc) is and shall remain the property of the government. The Contractor shall ensure that the government retains access and download capability of all data for research, investigation, transfer, or migration to other systems.
In addition to the provided drawing (attachment #1) some sectional drawings of the pipeline are available on request. If any additional drawings are required/desired during the proposal stage, contractor shall provide a written Request for Information (RFI).
2.2.4 Performance limitations.
This scope will be performed outside peak cooling season, between November 1st and April 1st. It is assumed that the system will not be required to be shutdown in excess of 72 hours at any one time without returning the system to normal operation and operated for a period of at least 24 hours. This system supports critical IT & security infrastructure year-round and provides critical climate protection to historic structures and objects including Independence Hall and the Liberty Bell.
2.3 Period of Performance
September 1, 2025 – December 31, 2025 3 Government Roles and Responsibilities.
The following personnel shall oversee and coordinate surveillance activities.
3.1.1 Contracting Officer (CO)
The CO shall ensure performance of all necessary actions for effective contracting, ensure compliance with the contract terms, and shall safeguard the interests of the United States in the contractual relationship. The CO shall also assure that the contractor receives impartial, fair, and equitable treatment under this contract. The CO is ultimately responsible for the final determination of the adequacy of the contractor’s performance.
Assigned CO: Debbie Coles Organization or Agency: National Park Service Telephone: 540-677-0325 Email: Debbie_Coles@nps.gov
3.1.2 Contracting Officer’s Representative (COR)
The COR is responsible for technical administration of the contract and shall assure proper government surveillance of the contractor’s performance. The COR provides technical direction to the Contractor within the scope of the contract. The COR shall keep a quality assurance file. This file will show how the contractor’s performance has been tracked and detail any anomalies or issues in the course of the contract execution. When an operational issue has been identified, at the annual renewal for option years, and at conclusion of the contract (or when requested by the CO), the COTR shall provide documentation to the CO. The COR is not empowered to make any contractual commitments or to authorize any contractual changes on the government’s behalf. The contractor shall refer any changes they deem may affect contract price, terms, or conditions to the CO for action.
Assigned COR: Ryan Kemble
Telephone: (267)602-1550 Email: Ryan_Kemble@nps.gov
3.1.3 Other Key Government Personnel
The following individuals will assist in the monitoring of the performance and provide their findings to the COR for information or resolution.
Title:
Telephone:
Email:
3.2 Contractor Roles and Responsibilities
The following employees of the contractor serve as the contractor’s program manager and task manager for this contract. They shall be the principal representatives of the company to the government and shall work with the government contracting and technical staff to resolve performance issues. The Contractor shall provide corrected contact information over the life of the contract. The Contractor shall propose changes to the SLAs and key performance measures through the life cycle of contract engagement as technology changes or other circumstances warrant keeping the performance management process current and effective.
a. Program Manager – TBD upon award
Telephone:
Email:
b. Task Manager – TBD upon award
Telephone:
Email:
c. Other Contractor Personnel – TBD upon award
Title:
Telephone:
Email:
4 METHODS OF QUALITY ASSURANCE SURVEILLANCE
The COR, technical, or program office staff may use any and all the surveillance methods listed below in the monitoring performance of the Contractor. The government reserves the right to utilize third party external monitoring and assessment to verify performance objectives.
The COR shall always contact the contractor's task manager or representative when a defect is identified and inform the manager of the specifics of the problem. The COR, with assistance from the Contract Specialist and the program technical staff, shall be responsible for monitoring the contractor’s performance in meeting specific performance standards.
a. Direct Observation.
b. Invoice Reviews
c. Progress or status meetings or communications.
d. Analysis of contractor's progress reports.
Surveillance results may be used as the basis for actions (to include payment deductions) against the contractor. In such cases, the Inspection of Services clause in the Contract becomes the basis for the CO’s actions.
5 Reporting r.
5.1.1 Deliverables to be provided to the CO Prior to mobilizing Inspection team.
1. Schedule to show all significant events from mobilization to receipt of final deliverables. Each event shall include a Start and End Date and duration. Significant events should include any required government actions such as lockout/tagout and government review of deliverables.
2. CV of Inspector
3. Copy of proposed Table of Pipe Wall Thickness Readings format for government review/comment
4. Copy of proposed Narrative Report format for government review/comment
5. Cut Sheet of the device to be used for Video Survey.
5.1.2 Deliverables to be provided to the CO within 14 days of conclusion of the survey.
1. Video Survey Results Provide video of all piping surveyed. Video to be in a format viewable on government systems. Video shall be delivered via electronic file transfer system mutually agreeable to contractor and government.
2. Narrative Report
Provide a narrative report of inspector’s findings. Report should indicate significant findings, any anomalies or issues encountered during inspection and any recommendations for corrective actions. Narrative report should also include inspector’s name, relevant qualifications, Make/Model/Serial number of equipment used and calibration date for any instrument used to provide pipe wall thickness data.
5.1.3 Deliverables to be provided within 45 days of conclusion of the survey.
1. DRAFT PWS for follow-on survey of pipe wall thickness to include:
2. Detailed Technical Proposal for equipment to be used to perform UT Inspection, limitations on distances, minimum pipe diameter, etc.
3. ROM Estimate of cost to perform the follow-on survey, providing all equipment and qualified technicians to perform follow-on survey.
1. 9/1/2021
Rev 0
File details come from the government source that posted it. Updated .