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Method Statement – Installation of Chilled Water Pumps (End‑Suction and Split‑Case) inspection and test plan example.

Inspection and Test Plan for Method Statement – Installation of Chilled Water Pumps (End‑Suction and Split‑Case)

AI-assisted inspection and test plan connected to a method statement, with PDF and Excel export.

Published 13 Jul 2026 Rev. 00 2 views
About this ITP: Defines hold/witness points and acceptance criteria for installing CHW pumps, including anchoring, grout placement, alignment, hydrotesting, flushing, and vibration verification.

More than a static template

Unlike a downloadable Word or PDF template, this ITP is an AI-assisted editable starting point directly connected to its method statement. Every inspection activity, hold point, and acceptance criterion is structured and ready to adapt to your project.

  • AI-assisted customization — Tailor inspection activities and acceptance criteria to your specific project scope.
  • Linked method statement — This ITP is connected to the corresponding method statement describing the work sequence.
  • Multiple export formats — Download as a formatted PDF or editable Excel spreadsheet.
  • Editable starting point, not a final document — Review and verify all content against your project specifications and standards before use.

What you can customize

When you save this ITP to your account, every inspection row becomes editable. You can add, remove, or modify:

  • Inspection activity — Description of what is being inspected.
  • Inspection type — Hold point (H), Witness point (W), Review (R), or Monitor (M).
  • Responsibility — Contractor, subcontractor, engineer, or client.
  • Frequency — How often the inspection occurs.
  • Acceptance criteria — Referenced standard or specification requirement.
  • Records — Forms, test reports, or checklists required as evidence.

Why this ITP is used

To assure pump installation quality, structural anchoring integrity, and performance meet codes, standards, and project specifications.

Who uses this inspection and test plan

Contractor QA/QC, consultant/client representatives, third‑party inspectors, and commissioning engineers.

When this ITP is prepared and submitted

From pre-installation through final vibration run and handover.

Who receives or approves this ITP

Engineer/Client Representative and, where required, Third‑Party Inspector.

Inspection scope

Civil/structural checks, anchoring and grouting, mechanical alignment, piping fit-up and pressure testing, flushing, and performance/vibration tests.

Typical hold, witness, and review points

Grouting (Hold), Anchor proof testing (Hold), Hydrotest (Hold), Initial vibration run (Witness), Pipe strain verification (Witness).

Typical inspection records

IRs, calibration certificates, concrete/grout COCs, anchor logs and test reports, alignment and vibration reports, hydrotest/flushing logs, torque sheets, as‑built drawings.

Important approval note

This ITP is an AI-assisted editable starting point, not a pre-approved document. Before use on any project, all inspection activities, hold points, and acceptance criteria must be reviewed and approved by the relevant parties (superintendent, principal contractor, or client representative) in accordance with your contract and project quality plan.

Always verify acceptance criteria against your applicable drawings, specifications, and regulatory requirements. Hold points must be confirmed with the relevant authority before work proceeds past that point.

Inspection and test plan

Activity Inspection / Test Acceptance Criteria Responsibility Record
Pre-installation verification Check drawings, materials approvals, calibration All approvals/calibration current; site ready QA/QC, Site Engineer IR, checklist
Foundation and setting out Dimensions, levelness Within drawing tolerance; finish ≤ 1 mm/m [Verify] QA/QC, Surveyor Survey report, IR
Inertia base rebar/anchors/formwork (pre‑pour) Anchor position, rebar, cleanliness Anchor position ±3 mm; cleanliness OK QA/QC, Engineer, Consultant IR with photos
Concrete placement and curing Slump/temperature; cubes/cylinders Slump within 75–100 mm [Verify]; strength per spec QA/QC Concrete report
Isolators/seismic restraints installation Load/deflection, level Within ±10% deflection of design [Verify] QA/QC, Mechanical Checklist
Grouting under base/baseplate Flow, placement, bearing Full contact; no voids; curing commenced QA/QC, Consultant (Hold) IR, photos
Post‑installed anchors installation Hole cleaning, embedment, curing time Per ETA/manufacturer; torque per OEM QA/QC Anchor log
Anchor proof/pull testing Proof/pull to specified load No failure; displacement within limits QA/QC, Third Party (Hold) Pull test report
Pump placement & soft‑foot Feeler/laser check Soft foot ≤ 0.05 mm QA/QC, Mechanical Soft‑foot sheet
Preliminary laser alignment (cold) Laser readings Offset ≤ 0.05 mm; angular ≤ 0.05 mm/100 mm [Verify] QA/QC, Mechanical Alignment report (cold)
Piping fit‑up at pump nozzles Orientation, straight run, flange parallelism Parallelism ≤ 0.4 mm/100 mm; correct orientation QA/QC, Mechanical Fit‑up checklist
Pipe strain verification Nozzle movement measurement ≤ 0.5 mm movement when bolts loosened [Verify] QA/QC, Consultant (Witness) Pipe strain record
Electrical rotation check (uncoupled) Bump test, phasing Rotation matches arrow; IR/megger per spec Electrician, QA/QC Pre‑commissioning sheet
Hydrostatic test of connected piping Pressurization and hold No leakage/pressure drop; gauges calibrated QA/QC, Consultant (Hold) Hydrotest report
System flushing/cleanliness Flow velocity and clarity ≥ 1.5–2.0 m/s; clean strainers Commissioning, QA/QC Flushing log
Final coupling torque/guarding Torque check; guard fit Per OEM torque; guards installed Mechanical, QA/QC Torque sheet
Initial run vibration test ISO 20816‑3/HI 9.6.4 readings Within OEM/ISO limits [Verify] QA/QC, Consultant (Witness) Vibration report
Hot alignment verification (if specified) Laser alignment (hot) Meets alignment tolerances or OEM hot targets Mechanical, QA/QC Alignment report (hot)
Documentation and handover Dossier review All IRs/test reports approved; punch list cleared QA/QC, PM Handover dossier

This table is a read-only public reference. Download the PDF or Excel version, or customize this ITP to edit it for your project.

Frequently asked questions

Grout placement, anchor proof testing, and hydrostatic testing are typical hold points; consultant/TPI must witness and approve before proceeding.

Submit laser alignment reports (cold and hot if required), dial indicator TIR readings, shim records, and final coupling torque sheets.

Use ISO 20816‑3/HI 9.6.4 criteria and OEM limits; provide bearing‑location measurements in three axes and operating conditions in the report.

Related method statement

This Inspection and Test Plan is associated with the Method Statement – Installation of Chilled Water Pumps (End‑Suction and Split‑Case) method statement, which describes the step-by-step construction sequence, resources, materials, equipment, safety controls, and environmental controls for this activity.

View the Method Statement – Installation of Chilled Water Pumps (End‑Suction and Split‑Case) method statement →

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