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BIM & Design4 min read

Clash detection that actually saves site time

A clash report with 4,000 entries tells you nothing. What separates coordination that shortens a programme from coordination that just produces PDFs.

Vikram Shetty

Dubai has required BIM on significant buildings for over a decade, and every MEP contractor in the market now has a Revit team. What varies enormously is whether that team shortens the programme or simply produces a weekly report that nobody acts on.

The difference is not modelling skill. It is whether the coordination process is set up to produce decisions.

Why the clash count is the wrong number

A federated model of a tower will produce thousands of hard clashes on first run, and most of them are noise: a hanger passing through a ceiling void, a pipe touching a duct it will be strapped to, the same pipe crossing the same beam reported forty times on forty floors.

Reporting that number is worse than useless — it buries the fifty clashes that will actually stop a crew. Useful reporting looks different:

  • Grouped by cause, not by instance: one repeated riser-to-beam conflict is one issue, not forty.
  • Filtered by discipline pair and by zone, so a resolution meeting has an agenda someone can finish.
  • Prioritised by construction sequence: the clashes in the next release area come first, regardless of severity.
  • Assigned to a named person with a date, tracked to closure like any other issue.
  • Reported as resolved-per-zone against a dated freeze, which is the only number that correlates with site progress.

Model to the tolerances installation needs

The most expensive clashes are the ones the software does not report, because the model was drawn to nominal geometry rather than to installed reality.

Frequently missingWhy it bites on siteWhat to model
Insulation thicknessClears in the model, fouls once laggedModel insulated outside diameter, not pipe size
Valve and actuator envelopeFits, then cannot be operated or removedModel the operating and withdrawal envelope
Hanger and support zonesSupports conflict where services do notReserve a support zone above every service run
Access and maintenance spaceFilter cannot be changed, coil cannot be pulledModel access volumes as objects and clash against them
Thermal movement and anchorsExpansion loops and anchors appear lateInclude loops, guides and anchor positions
Fire-stopping and sleevesPenetrations too close together to seal to detailModel sleeves with the spacing the detail requires
Cable bending radius and pullingTray fits, cable cannot be installedModel tray with bend radius and pull-point clearance
Structural tolerance and camberCoordinated to a slab that is not where it was modelledAgree tolerance allowance with structures and hold it

The process that makes it stick

  1. Agree the information requirements

    Level of information need, model origin and units, naming, ownership by discipline, federation frequency, and the tolerance rules — written down and agreed before anyone models a pipe.

  2. Zone the building and set freeze dates

    Coordination follows the construction release sequence. Each zone gets a freeze date after which change requires a formal instruction.

  3. Run coordination on a fixed cycle

    Federate and clash on the same day each week. A meeting that produces assigned actions with dates, not a walkthrough.

  4. Sign off zone by zone

    A dated, signed sign-off per zone from every discipline. Without a signature, no zone is coordinated — it is merely modelled.

  5. Produce shop drawings from the signed model

    If drawings are drafted separately from the model, the model becomes decorative and site will build the drawing.

  6. Feed site reality back

    Deviations recorded, model updated, so the as-built model is credible and the asset data at handover is worth something.

Two failure modes worth naming

Coordination that finishes after site starts

If the first pour happens before zone one is signed off, coordination has become documentation of what was built. The programme has to place model sign-off ahead of the release, with enough lead time for shop drawings and procurement. When it does not, the honest response is to say so early, not to keep producing reports.

A model that nobody on site uses

If foremen are working from PDFs that came from somewhere else, the model's accuracy is irrelevant. Put the federated model in front of the crews — on tablets, at the pre-pour walk, in the daily brief. The fastest quality improvement available on most MEP packages is a supervisor who can rotate the model at the workface.

The test of coordination is not the clash report. It is whether the installation crew ever has to ask which service moves.

One closing point about handover. A coordinated model that carries asset data — equipment tags, manufacturer, model, service dates, room references — turns into an asset register the operator can use. That is the part of BIM the client eventually judges you on, and it costs almost nothing if the data is entered as the model is built rather than reconstructed at the end.

A note on accuracy. Authority procedures, code editions and submission portals in the UAE change regularly. Treat this article as engineering context, not as a substitute for the current circular, the project specification or a submission checked against the live requirement.

  • BIM
  • Revit
  • Coordination
  • ISO 19650

Vikram Shetty

BIM & Design Coordinator

Runs Revit MEP coordination to ISO 19650 and turns the federated model into buildable shop drawings.

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