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Conventional Survey vs BIM Workflow

Conventional survey vs BIM workflow compared for Australian industrial and mining projects: accuracy, deliverables, cost, AS standards and when to use each.

12 min read


TL;DR

The conventional survey vs BIM workflow question is not really "either/or"—it is a choice about what happens to your measurements after they leave the field. A conventional survey delivers discrete coordinates, levels, and 2D drawings (DWG/DGN, PDF) tied to a control network; a BIM workflow ingests that same spatial data into a coordinated, attributed 3D model (IFC, Revit) that other disciplines build on. For a quick stockpile volume or a setout, conventional is faster and cheaper. For a brownfield plant upgrade, a shutdown tie-in, or any project where multiple disciplines need to clash-check against reality, a survey feeding a BIM workflow pays for itself.


Key takeaways

  • A conventional survey produces points, lines, levels, and 2D deliverables; a BIM workflow turns spatial data into a federated 3D model with object attributes that engineering, fabrication, and asset teams reuse downstream.
  • Both start the same way in the field—total station, GNSS, or laser scanner on a GDA2020/MGA2020 and AHD control network—so the field accuracy (often 2–6 mm on a scan, 5–10 mm on a control point) is identical. The divergence is in processing, not measurement.
  • BIM workflows carry real cost: a scan-to-BIM model at LOD 300 typically runs 2–4 times the field survey fee because every object must be modelled and verified from the point cloud.
  • Australian projects increasingly reference ISO 19650 for BIM information management and AS 5488 for subsurface utilities; conventional surveys still anchor everything to GDA2020, MGA2020, and AHD regardless of the deliverable.
  • Choose conventional for setout, volumes, monitoring, and simple as-builts where a 2D drawing answers the question. Choose a BIM workflow for retrofits, multi-discipline coordination, clash detection, and digital twins where the model is the asset.

Table of contents


What is a conventional survey?

Definition: A conventional survey captures positions, levels, and dimensions of features in the field and delivers them as discrete coordinates and 2D drawings referenced to a survey control network. The deliverable is a measured record—not a model that other software can interrogate object-by-object.

This is the workflow most sites already know. A surveyor establishes control on GDA2020/MGA2020 (horizontal) and AHD (vertical), then picks up detail with a total station (Leica TS16, Trimble S7), GNSS rover (Trimble R12i, Leica GS18), or a terrestrial laser scanner (Leica RTC360, FARO Focus). The data is reduced to a CAD file: contours, spot levels, feature strings, setout marks, and a survey report with an accuracy statement.

A conventional survey answers a bounded question. Where is this pile boundary? What is the reduced level of this slab? Is the crane rail straight to within tolerance? How much material is in this stockpile? The output is direct, auditable, and—because it does not require modelling—fast to deliver, often within a few business days.

Conventional surveying remains the right tool for the majority of day-to-day industrial work: construction setout, formwork checks, volumetric pickups, deformation monitoring, and the simple as-builts required at practical completion.


What is a BIM workflow?

Definition: A BIM (Building Information Modelling) workflow uses survey-grade spatial data to build or update a coordinated 3D model in which every element is an object carrying geometry and attributes. The model becomes a shared source of truth that engineering, fabrication, construction, and asset-management teams work from.

In a BIM workflow the survey is the starting point, not the finished product. A laser scanner captures a dense point cloud of the existing plant or structure; that cloud is registered, georeferenced to the site control, and then modelled—pipe by pipe, beam by beam, vessel by vessel—into an intelligent model (Autodesk Revit, AVEVA E3D, Bentley OpenBuildings) and exchanged via the open IFC format.

The point of the exercise is reuse. A designer routes a new pipe spool against the as-existing model and runs automated clash detection before a single flange is fabricated. The fabricator pulls dimensions straight from the model. The asset team inherits a digital twin that links each object to maintenance records. This is "scan to BIM," and it is where most brownfield mining and processing upgrades now live.

A BIM workflow is governed by an information management framework—typically ISO 19650 in Australia—that defines naming, levels of information need, and the common data environment (CDE) where everything is shared.


Side-by-side comparison

Aspect Conventional survey BIM workflow (survey-led)
Primary output Coordinates, levels, 2D drawings Coordinated, attributed 3D model
File formats DWG, DGN, PDF, CSV, LandXML IFC, RVT, plus point cloud (E57, RCP)
Field method Total station, GNSS, laser scanner Laser scanner (primary), total station for control
Datum GDA2020 / MGA2020 / AHD GDA2020 / MGA2020 / AHD, carried into model
Governing framework AS standards, project spec ISO 19650 + AS standards
Downstream reuse Limited—humans read the drawing High—software interrogates each object
Clash detection Manual, drawing-based Automated against the federated model
Typical turnaround 2–7 business days 2–6 weeks (modelling effort)
Relative cost Baseline 2–4× the field survey fee
Best for Setout, volumes, monitoring, simple as-builts Retrofits, coordination, digital twins

Accuracy: the same field data, different downstream

A persistent myth is that a BIM workflow is "more accurate" than a conventional survey. It is not. Both capture the field the same way, and the accuracy ceiling is set by the instrument and the control network, not by the deliverable.

A Leica RTC360 or FARO Focus Premium captures ranging accuracy of roughly 1–2 mm at 10 m, with registered point clouds commonly holding 3–6 mm across a well-targeted plant scan. A total station traverse closes to a few millimetres over a control loop; a properly initialised RTK GNSS observation sits around 8–15 mm horizontally and 15–25 mm vertically. Those numbers are the same whether the data ends up in a DWG or an IFC model.

Where accuracy can drift is in the BIM modelling step. When a modeller fits a cylinder to a scanned pipe or a plane to a wall, they introduce a small representation error on top of the survey error. A disciplined scan-to-BIM process keeps model-to-cloud deviation inside a stated tolerance (commonly 10–15 mm at LOD 300 for industrial plant) and reports it. A sloppy one quietly bakes in deviation no one ever checks. The lesson: a BIM model is only as trustworthy as the registered point cloud and the control behind it—so insist on a deviation report, not just a pretty model.


Standards and compliance

Both workflows share the same Australian spatial foundation, then diverge on management.

  • GDA2020, MGA2020, AHD: Every ISS survey—conventional or BIM-bound—is tied to the national datum (GDA2020), the relevant MGA2020 zone, and Australian Height Datum. A BIM model that is not correctly georeferenced to site control is a coordination liability, no matter how detailed it looks.
  • AS 5488 (Classification of Subsurface Utility Information): Applies to both when underground services are involved, defining quality levels A–D. Clash-critical services going into a BIM model should be located to AS 5488 Quality Level B (geophysical) or A (potholing).
  • ISO 19650: The international standard for managing information over the asset lifecycle using BIM. It governs the BIM workflow specifically—the CDE, information delivery, and naming—and is the framework most Australian principal contractors now specify.
  • AS/NZS 5488 and surveyor registration: Survey control and certification on regulated works still requires a surveyor competent under the relevant state legislation; the BIM deliverable does not remove that obligation.
  • CASA Part 101: Where a drone (DJI Matrice 350 RTK or similar) feeds either workflow with photogrammetry or LiDAR, operations must comply with CASA Part 101 and be flown under an appropriate RePL/ReOC.

Deliverables compared

Conventional survey deliverables

Deliverable Format Content
Survey drawing DWG / DGN / PDF Contours, levels, feature strings, setout
Coordinate schedule CSV / TXT Point IDs, eastings, northings, RLs
Surface model LandXML / DTM Triangulated surface for volumes/design
Survey report PDF Method, datum, accuracy statement
Volume report PDF + surface Cut/fill or stockpile quantities

BIM workflow deliverables

Deliverable Format Content
Federated 3D model IFC / RVT / DGN Attributed objects by discipline
Registered point cloud E57 / RCP / LAS Source reality data for verification
Deviation report PDF Model-to-cloud tolerance verification
Clash report BCF / PDF Detected interferences with locations
Model setout / extraction DWG / CSV 2D and coordinate data pulled from model
BIM execution compliance Per ISO 19650 CDE naming, LOD/LOIN confirmation

Note that the BIM workflow does not replace 2D outputs—it generates them. Drawings, schedules, and setout files are extracted from the model, which is part of why a single coordinated source reduces drafting drift between disciplines.


Cost comparison

The field cost of capturing a site is broadly similar for either path. The cost difference is in modelling labour.

Project type Conventional survey Scan-to-BIM workflow
Small plant area / single asset AUD 2,500–6,000 AUD 8,000–18,000
Medium process area AUD 8,000–18,000 AUD 25,000–60,000
Large industrial / processing facility AUD 25,000–60,000 AUD 80,000–250,000+
Linear corridor (per km) AUD 8,000–25,000/km AUD 30,000–80,000/km

The multiplier is driven by level of detail. Modelling structural steel and major equipment at LOD 200 is comparatively quick; modelling every small-bore pipe, valve, support, and cable tray at LOD 350 is labour-intensive and is where budgets blow out. The single most effective cost control is to specify the level of information need by system—model the congested tie-in zone at high detail and the empty bays at low detail—rather than blanket-modelling the whole facility.

For ROI, the BIM premium is justified when the model is reused: avoiding one fabrication clash on a shutdown tie-in, or one wasted mobilisation to re-measure a missed dimension, routinely covers the modelling cost several times over.


When to use conventional vs a BIM workflow

Use a conventional survey when:

  • You need construction setout, formwork checks, or pour verification.
  • You are measuring stockpile or earthworks volumes (drone photogrammetry or scan into a surface model).
  • You are running deformation or settlement monitoring on a tailings dam, wharf, or structure.
  • You need a simple 2D as-built for practical completion or council handover.
  • The answer fits on a drawing and no other discipline needs to model against it.

Use a BIM workflow when:

  • You are designing a retrofit or expansion inside an existing plant and need to route new work around what is actually there.
  • Multiple disciplines (structural, mechanical, piping, electrical) must coordinate and clash-check before fabrication.
  • You are planning a shutdown or turnaround tie-in where a fabrication error costs days of downtime.
  • The owner wants a digital twin linked to asset and maintenance systems.
  • The same reality data will be reused across several future projects.

How the two work together

In practice ISS rarely treats this as a binary. A typical brownfield job at a Pilbara processing plant or a Bowen Basin coal handling facility starts with a conventional control survey to lock the project to GDA2020/MGA2020 and AHD, then a laser scan campaign over the work area. The registered point cloud serves two masters at once: it feeds a scan-to-BIM model for the design and coordination team, and it supplies conventional 2D setout and as-built drawings for the trades who do not work in a model.

This layered approach means the survey is paid for once and the data is reused in whatever form each stakeholder needs. The control network is the constant; conventional drawings and the BIM model are simply two views of the same measured reality.


Common mistakes

Mistake Why it happens How to avoid
Commissioning a full BIM model when 2D would do Assuming "BIM" equals "better" Match the deliverable to the question—volumes and setout do not need a model
BIM model not georeferenced to site control Modelling from an un-controlled cloud Insist the cloud is tied to GDA2020/MGA2020/AHD before modelling starts
Over-specifying level of detail everywhere Blanket LOD 350 across the whole site Define level of information need system-by-system
No model-to-cloud deviation report Treating the model as ground truth Require a stated tolerance and verification against the cloud
Ignoring AS 5488 for buried services Underground assumed from old records Specify Quality Level B or A for clash-critical services
Treating ISO 19650 as optional No BIM execution plan agreed Agree the CDE, naming, and information needs up front

Frequently asked questions

Is a BIM workflow more accurate than a conventional survey?

No. Field accuracy is governed by the instrument and the control network, which are identical for both. The difference is what happens afterwards. A BIM workflow can introduce a small additional modelling deviation when objects are fitted to the point cloud, which is why a credible scan-to-BIM deliverable includes a model-to-cloud deviation report against a stated tolerance.

Do I still need a registered surveyor if I am getting a BIM model?

Yes. The BIM model is a deliverable format, not a substitute for proper survey control and certification. Works that require a registered surveyor under your state's legislation still do, and the model must be georeferenced to GDA2020/MGA2020 and AHD by that controlled survey.

Can a drone survey feed a BIM workflow?

Yes. Drone photogrammetry or LiDAR (for example a DJI Matrice 350 RTK) is well suited to large sites, roofs, terrain, and stockpiles, and the resulting point cloud or surface can feed both 2D deliverables and a BIM model. The flight must comply with CASA Part 101 under an appropriate ReOC.

What level of detail (LOD) do I need for an industrial BIM model?

It depends on use. For general spatial coordination, LOD 200–300 is common. For shutdown tie-in design and fabrication, congested zones may need LOD 350. The economical approach is to specify the level of information need per system rather than applying one LOD to the entire facility.

How long does scan-to-BIM take compared with a conventional survey?

The field work is comparable—often a day or two of scanning. The difference is processing: a conventional drawing can be delivered in a few business days, whereas a coordinated BIM model typically takes two to six weeks depending on the area, detail, and number of disciplines.


What to do next

The conventional survey vs BIM workflow decision comes down to one question: who uses the data after it leaves the field, and in what form? If the answer is a person reading a drawing, conventional is faster and cheaper. If the answer is several disciplines coordinating in 3D, a BIM workflow earns its premium.

  1. Define the downstream use. List who needs the data and whether they work in a model or a drawing.
  2. Scope the level of information need. Decide which systems and zones truly need high detail—do not blanket-model.
  3. Lock the control first. Whatever the deliverable, tie everything to GDA2020/MGA2020 and AHD up front.
  4. Ask for verification. For BIM, require a model-to-cloud deviation report so you can trust the model.

Call ISS on 0407 057 015 to discuss your project. We will help you decide whether a conventional survey, a scan-to-BIM workflow, or a combined approach best fits your site, your budget, and the teams who will use the data—and provide a detailed scope and fixed-fee proposal.