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Quality Control Plan Template

Scaffolding Quality Control Plan Template 2026

Create comprehensive quality control plans for scaffolding work. Includes inspection test plans (ITPs), hold points, and QA/QC checklists.

Fast Generation

AI creates your complete scaffolding QCP with ITPs in minutes.

ISO 9001 Aligned

Quality management system principles built in.

Hold Points Defined

Critical inspection points for your specific work scope.

Scaffolding Quality Checkpoints

ITP Inspection Points

  • Design approval verification
  • Material condition check
  • Erection stage inspections
  • Weekly scaffold inspections
  • Post-incident inspections

Quality Control Measures

  • Base and foundation check
  • Vertical alignment verification
  • Tie spacing confirmation
  • Platform and guardrail inspection
  • Load capacity verification
  • Scaffold tag and inspection register
  • Handover documentation

What's Included in Your Scaffolding QCP

Quality Control Plan

  • Project quality objectives
  • Roles and responsibilities
  • Document control procedures
  • Non-conformance management
  • Corrective action procedures

Inspection Test Plan (ITP)

  • Activity-specific inspections
  • Hold, witness & review points
  • Acceptance criteria
  • Reference standards
  • Required documentation

Applicable Standards

OHSA Construction Regulations 2014 (Reg 14)
SANS 10085 (Scaffolding)
Fall Protection Plan requirements
ISO 9001 Quality Management
CIDB Requirements (GB)

Scaffolding Activities Covered

Scaffold design and planning
Base preparation
Scaffold erection
Tie installation
Platform installation
Handrail and toe board installation
Scaffold modification
Scaffold dismantling
Inspection and tagging

Scaffolding Quality Control in South Africa

Scaffolding in South Africa is regulated by the OHSA Construction Regulations 2014 (Regulation 16) and SANS 10085 series. Falls from scaffolding remain one of the top three causes of construction fatalities in SA, making scaffold compliance a critical focus area for government tender evaluations. All scaffolding above 2 metres must be erected from a design by a competent person — and for scaffolds above 50 metres or with unusual loading, a Pr.Eng design is required. CIDB registration is not requried specifically for scaffolding as a standalone trade, but scaffolding contractors typically operate under CE or GB classes. Key tender requirements include: proof of scaffolder training (CETA-accredited), scaffold inspection registers, detailed erection/dismantling method statements, and a scaffold design document or engineering certificate. All scaffold inspectors must be formally appointed per Section 16(2) of the OHSA and must demonstrate competence in scaffold inspection per SANS 10085-1.

QCP Critical Points for Scaffolding

Foundation/base: verify base plates on proper sole boards, confirm ground bearing capacity, check levels (plumb within 15mm per 3m per SANS 10085)
Couplers: torque test right-angle and swivel couplers to 50-70 Nm — sample 10% of couplers per scaffold bay. Record results
Bracing: confirm ledger bracing and cross bracing installed per design. Every façade frame must have diagonal bracing to prevent sway
Platforms: verify platform width (≥600mm for working, ≥430mm for access), check board overlap (50mm minimum), confirm guardrails at 950-1050mm
Weekly inspection: documented on SANS 10085 scaffold inspection register, signed by competent person, tag colour updated. Defects closed within 24 hours or scaffold taken out of service

Common Scaffolding QCP Mistakes to Avoid

Erecting scaffolding without a design document — Regulation 16 requires a competent person's design before erection starts, regardless of scaffold height
Not tying to the building at the required intervals — insufficient ties is the leading cause of scaffold collapse
Failing to maintain the inspection register — weekly inspections must be formally documented per Reg 16(3) with green/red tag display
Overloading working platforms beyond the specified duty class — common when trades store materials on scaffold without checking loading limits
Modifying scaffold without a revised design — removal of ties or bracing for access or work requires an engineering assessment

Key Legislation for Scaffolding Quality Control

Legislation / StandardQCP Requirement
OHSA Construction Regulations 2014, Reg 16Scaffolding must be erected from a design. Weekly inspections by a competent person. Inspection register to be maintained. Green/red tag system for in-service/out-of-service.
SANS 10085-1:2013Design requirements for tube-and-coupler scaffolding — covers foundation design, loading classes (Duty 1-6), tie patterns, bracing, and inspection criteria.
SANS 10085-2Proprietary (system) scaffolding requirements — applies to Cuplock, Layher, Kwikstage, etc. Specific assembly rules, component compatibility, and load tables.
OHSA General Safety Regulations, Reg 13AFall protection plan required for all work above 2m. Applies to scaffold erection/dismantling phases where full guardrails are not yet in place.

Scaffolding Quality Control Plan FAQ

Who is a "competent person" for scaffold design under Reg 16?
A competent person must have formal scaffold training, relevant experience, and knowledge of SANS 10085. For scaffolds above 50m or with unusual loads, the design must be done by a Pr.Eng (Professional Engineer) registered with ECSA.
How often must scaffolding be inspected?
Per Construction Regulation 16(3): after initial erection (before use), weekly thereafter, after any incident that could affect stability, after adverse weather (strong wind, rain), and after any modification. Each inspection must be recorded in the scaffold register.
What is the duty class system for scaffolding?
SANS 10085 defines duty classes 1-6 based on imposed load per platform: Duty 1 = inspection only (0.75kN/m²), Duty 4 = general building work (2.0kN/m²), Duty 6 = heavy duty (3.0kN/m²). Your method statement must specify the duty class based on the planned work activities.
Can scaffolders self-inspect their own scaffolding?
The erecting scaffolder should NOT be the sole inspector. The competent person who inspects must be independent of the erection team. Best practice is to appoint a dedicated scaffold inspector who inspects all scaffolds on site.

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