Scaffolding SWMS — Safe Work Method Statement for Scaffold Erection and Dismantling
A Safe Work Method Statement (SWMS) for scaffolding is a mandatory safety planning document required under the Work Health and Safety (WHS) Regulation 2025 before any high risk construction work involving the erection, alteration, or dismantling of a scaffold commences on an Australian construction site. Scaffold erection and dismantling is when the majority of serious scaffold injuries occur — before the guardrails are in place, before the platforms are complete, and before the scaffold looks like a scaffold. Workers are literally building the fall protection system they depend on, which means they temporarily work without the very controls that will protect scaffold users later. The WHS Regulation 2025 captures scaffold work under at least two HRCW categories — risk of fall from a height of more than 2 metres, and erection or dismantling of scaffolding from which a person could fall more than 4 metres. Scaffolding from which a person could fall more than 4 metres may only be erected, altered or dismantled by a person holding a High Risk Work Licence in the appropriate scaffolding class — Basic (SB) under CPCCLSF2001A, Intermediate (SI) under CPCCLSF3001A, or Advanced (SA) under CPCCLSF4001A. The class required depends on the type of scaffold and the complexity of the work. Scaffold collapses, erection falls, and dismantling falls are regularly investigated and prosecuted by the Australian state WHS regulators. Common root causes cited in the SafeWork NSW Prosecution Register and WorkSafe Victoria prosecution records include inadequate bracing and ties during erection, incorrect sequencing that allows workers to access lifts without guardrails, premature removal of edge protection during dismantling, overloading of standards beyond rated capacity, and the use of damaged or mis-matched components. The Code of Practice: Scaffolds and Scaffolding Work (2021) sets out the competent person requirements, inspection obligations and technical controls required to prevent these incidents. This pre-filled scaffolding SWMS template has been developed in accordance with the WHS Act 2011, WHS Regulation 2025, the Code of Practice: Scaffolds and Scaffolding Work (2021), the Code of Practice: Managing the Risk of Falls at Workplaces (2018), AS/NZS 1576.1 (Scaffolding — General requirements), AS/NZS 1576.3 (Prefabricated and tube-and-coupler scaffolding), and AS/NZS 4576 (Guidelines for scaffolding). It is designed to be customised for the specific scaffold design, site conditions, and trade programme before use. A generic template that has not been made site specific does not satisfy the Regulation.
SWMS variants reference your state's WHS legislation. Instant download after payment.
Legal Requirements
WHS Regulation 2025 Part 6.1 Division 3 — High Risk Construction Work; Part 4.4 — Falls; Part 4.5 — Plant (structural)
Risk of fall from a height of more than 2 metres; erection, alteration or dismantling of scaffolding from which a person could fall more than 4 metres (WHS Regulation 2025, Schedule 1)
Code of Practice: Scaffolds and Scaffolding Work (2021); Code of Practice: Managing the Risk of Falls at Workplaces (2018); Code of Practice: Construction Work (2019)
Binding under Section 26A — the principal contractor must obtain, review, and keep the SWMS on site for the duration of the HRCW
A licensed scaffolder is required to erect, alter, or dismantle scaffolding from which a person could fall more than 4 metres. Licence classes: Basic Scaffolding (SB) under CPCCLSF2001A for tube and coupler, prefabricated modular, and prefabricated frame scaffolds; Intermediate Scaffolding (SI) under CPCCLSF3001A for cantilevered materials hoists and hung scaffolds; Advanced Scaffolding (SA) under CPCCLSF4001A for cantilevered scaffolds, suspended scaffolds, and mast climbing work platforms. All workers require a construction induction (CPCCWHS1001)
Hazards
| Hazard | Consequence | Likelihood |
|---|---|---|
| Falls from a partially erected scaffold before guardrails and edge protection are installed | During the erection phase workers are exposed to the open edge of each new lift as it is built. Falls typically occur when workers step onto a newly placed platform to install the ledger, transom or guardrail above them. A fall from a scaffold lift at 4, 6, 8 or more metres onto the ground or onto lower scaffold components is almost always fatal or catastrophic. The hazard is the reason an advance guardrail system or an equivalent engineering control is the preferred control under the Code of Practice. | Possible (C) — this is the highest-risk phase of the scaffold lifecycle |
| Falls during dismantling as guardrails, platforms and bracing are progressively removed | Dismantling is the mirror image of erection and carries many of the same risks, compounded by worker fatigue at the end of a job and by the temptation to speed the process. Incidents recur where guardrails are removed before the worker is tied off or before the advance guardrail is in place. In 2023 SafeWork NSW prosecuted a NSW scaffold contractor after a scaffolder fell 8 metres during dismantling because the guardrails had been removed before the harness system was connected. | Possible (C) — risk is highest in the final stage of the job |
| Complete or partial scaffold collapse from inadequate bracing, missing ties, or under-designed base | A scaffold relies on diagonal bracing, ties to the permanent structure, and a load-bearing base to resist overturning, racking and vertical compression. Where bracing is missing, ties are omitted at specified intervals, or the base is not level and firm, the scaffold can fail progressively or suddenly, taking every worker on the platforms to the ground. WorkSafe Victoria prosecuted a scaffold contractor in 2022 after three workers fell when a scaffold collapsed during erection due to inadequate bracing and ties, with two workers suffering serious spinal injuries. | Unlikely (D) — but consequences are catastrophic; controlled by engineered design and competent erection |
| Overloading of standards, ledgers and transoms beyond the rated duty causing progressive structural failure | Scaffolds are rated to a specific duty category — light, medium, heavy or special — set by the designer. Overloading a lift by stacking bulk materials beyond that rating, or by concentrating point loads on inadequately supported transoms, can cause deformation of the tubing, failure of the couplers, and progressive collapse. Collapse incidents typically drop every worker on the platform at once and can also strike workers below. | Possible (C) — particularly on masonry and render jobs where bulk materials are brought directly to the face |
| Dropped tools and components during erection and dismantling striking workers and public below | Tubes, couplers, spanners, boards, ties and fittings handled at height will be dropped occasionally even by careful scaffolders. A falling tube from 6 metres has energy sufficient to cause fatal head injury, and a dropped coupler can fracture a skull. Dropped object events are a recurring source of injuries in the Australian scaffold trade and are the reason for toe boards, brick guards, exclusion zones and tool tethering. | Likely (B) — dropped object events occur routinely without disciplined tethering and exclusion zones |
| Contact between scaffold tubing and overhead electrical power lines causing electrocution | A steel scaffold tube handled vertically can reach 6 metres and brings the scaffolder within range of distribution power lines commonly encountered on Australian building sites. Contact with an 11 kV or 33 kV conductor is virtually always fatal. The Code of Practice: Work Near Overhead Power Lines requires identification of every line within the work area, confirmation of voltage, calculation of minimum approach distances in accordance with the state network operator's rules or AS/NZS 4576, and implementation of controls such as shutdown, insulation, tiger tails or exclusion zones. | Unlikely (D) — but consequence is catastrophic; eliminated by identifying lines before work commences |
| Scaffold erected on unstable, soft, sloping or uncompacted ground causing base failure | A scaffold imposes significant compressive load at each standard. Where the base is soft soil, fill, recently backfilled excavation, or uncompacted aggregate, the base plates can settle differentially and cause the scaffold to lean, rack, or fall. Water infiltration during rain events can liquefy fill and trigger sudden settlement. Sole boards of adequate size are required to distribute the load and compacted bases must be verified before erection begins. | Possible (C) — particularly on early-stage construction sites with recently placed fill |
| Wind loading on sheeted scaffolds, debris netting, and shade cloth increasing overturning forces | Scaffold sheeting, debris netting and shade cloth significantly increase the wind load on the scaffold structure. A sheeted scaffold in a 60 km/h wind can experience forces several times greater than an unsheeted equivalent, and overturning or component dislodgement becomes a real possibility. The scaffold designer must allow for sheeting loads and the erection crew must know when to cease work and secure loose components during wind events. | Possible (C) — elevated in coastal regions, during seasonal storms and on exposed elevations |
| Premature access to an incomplete scaffold by trades who bypass the inspection and tagging process | A scaffold that is not yet complete — missing boards, incomplete guardrails, missing ties — is not safe for use by trades. Trades who access the scaffold before the competent person has inspected it and applied the green tag expose themselves to fall through gaps, collapse, and fall from unprotected edges. The tagging system exists to prevent this and must be enforced by both the scaffold contractor and the principal contractor. | Possible (C) — occurs routinely without disciplined tag control |
| Manual handling injury from repetitive lifting, carrying and positioning of scaffold tubes and boards | A 6 metre steel scaffold tube weighs 15 to 20 kilograms. A scaffolder working a full shift may lift, pass, and position several hundred tubes, along with transoms, braces, boards and fittings, frequently in awkward postures on the lifts. Cumulative manual handling generates high rates of lower back, shoulder, elbow and wrist injury, and scaffold is one of the highest musculoskeletal injury trades in construction. | Likely (B) — a routine consequence of scaffolding work |
| Pinch and crush injury to hands and fingers during coupler tightening and component assembly | Scaffold couplers, wedge locks and fittings generate pinch points during tightening. Fingers and hands caught between tubes or in moving couplers are crushed, fractured or partially amputated. These injuries are high frequency and largely preventable with rigger's gloves and careful handling technique. | Likely (B) — occurs routinely without glove use and disciplined technique |
Controls (Hierarchy of Controls)
Recent Prosecutions
A scaffolder fell 8 metres during dismantling when the guardrails had been removed from the lift before the fall protection system was connected. SafeWork NSW investigated and prosecuted the scaffold contractor for failure to ensure a safe system of work during dismantling and for failing to prepare a SWMS that addressed the specific hazards of the dismantling sequence and the fall protection method at each stage.
2023 — SafeWork NSW Prosecution Register
A scaffold collapsed during erection due to inadequate bracing and insufficient ties to the permanent structure. Three workers fell from the scaffold at various heights and two sustained serious injuries including spinal fractures. WorkSafe Victoria prosecuted the scaffold contractor under the Occupational Health and Safety Act 2004 for failures to provide a safe system of work and for failing to comply with the manufacturer and engineered design specifications.
2022 — WorkSafe Victoria Prosecution Register
SafeWork Australia and the state regulators continue to identify scaffold erection and dismantling as a priority for compliance and enforcement activity under their construction falls-from-height programmes. Routine inspection actions target missing ties, inadequate bracing, under-designed bases, premature trade access, incomplete tagging, and non-current licences. Improvement and prohibition notices are routinely issued and prosecutions follow where breaches are serious or recurrent.
2024 — Safe Work Australia and state regulator compliance data
What Your SWMS Must Include
SWMS templates for this work
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Build Your Scaffolding SWMS in Minutes
This SWMS template pre-loads scaffold erection and dismantling hazards, advance guardrail controls, HRWL class requirements, and AS/NZS 1576 references so contractors can customise the document for the specific design, site, and crew. Select the activities, review the controls, and produce a site-ready SWMS before the first tube is lifted.
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