External Render Quantity Calculator: Coverage per Bag for Scratch Coat, Float and Finish
Quick Answer: Traditional sand-and-cement render is typically applied as a 12–15 mm scratch coat plus an 8–12 mm finish coat, giving 20–25 mm total thickness. A 25 kg bag of cement at 1:1:5 mix (cement:lime:sand) yields approximately 2 m² of finished render at 20 mm thickness, with sand consumption of approximately 65 kg per m². Modern monocouche through-coloured render (Weber, Parex, K-Rend) covers approximately 1.4–1.7 m² per 25 kg bag at 12–15 mm thickness in a single application.
Summary
External render performs three jobs simultaneously: weather protection, thermal mass, and visual finish. Quantity estimation needs to track each layer separately because the scratch (basecoat), float, and finish all have different thicknesses and material consumption. The cumulative effect is that a typical 50 m² gable end needs approximately 200–250 kg of cement, 1.0–1.3 tonnes of building sand, plus lime or plasticiser — totals that are easy to under-estimate without working through the takeoff layer by layer.
The materials decision has shifted in the last 15 years. Traditional sand-cement render is still common for renovation matching and budget work, but monocouche (through-coloured silicone-modified) renders have largely displaced sand-cement on new builds because they apply in a single coat, are pre-coloured (no painting), and are more crack-resistant. The bag yield is different — a 25 kg bag of monocouche covers roughly 1.5 m² at 12–15 mm; a 25 kg bag of cement in sand-cement mix yields roughly 2 m² of two-coat finish.
For owners and homeowners, the take-away is that render thickness matters as much as colour. A skim-coat repair of 4–6 mm thickness will not be durable; proper external render needs the right base coat thickness (12–18 mm) with mesh reinforcement to prevent cracking.
Key Facts
- Total render thickness — typically 20–25 mm for traditional two-coat sand-cement; 12–15 mm for monocouche single-coat.
- Scratch coat (base coat) — 10–15 mm thickness; key coat that grips the substrate.
- Float coat — 8–12 mm thickness; smooth coat applied over scratch.
- Finish coat (texture) — 2–4 mm thickness; smooth, textured, dashed, or scraped finish.
- Sand-cement mix — 1:5 OPC:building sand for general work; 1:1:5 OPC:lime:building sand for traditional; 1:0.5:4 for parapets/copings.
- Mix coverage — 25 kg cement at 1:5 yields ~50 L of mortar = ~2 m² at 25 mm thickness.
- Sand consumption — ~65 kg per m² at 25 mm finished thickness.
- Lime consumption — ~10 kg per m² at 1:1:5 mix and 25 mm thickness.
- Bonding agent (PVA, SBR) — 1 L per 5–8 m² as primer on smooth substrates.
- Mesh reinforcement — fibreglass mesh embedded in scratch coat over crack-prone areas (e.g. brick-block junctions, around openings).
- Dpc level — minimum 150 mm above ground; render must not bridge DPC.
- Bell-cast bead — at base of render to throw water clear; prevents wicking.
- Stop-bead — at top of render; prevents water ingress at junctions.
- Movement joint — every 5–7 m horizontally on long elevations; vertical joints at material changes.
- Wet curing — 7-day cure for sand-cement; protect from sun and frost during cure.
- Application weather — minimum 5°C ambient; not in driving rain or strong sun; cover with hessian if necessary.
- Monocouche bag yield — 1.4–1.7 m² per 25 kg bag at 12–15 mm thickness.
Quick Reference Table
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Try squote free →| Render type | Total thickness | Bag yield (25 kg) | Cement per m² | Sand per m² |
|---|---|---|---|---|
| Sand-cement 1:5 (two coat) | 20–25 mm | 2.0 m² (25 kg cement) | 13 kg | 65 kg |
| Sand-cement 1:1:5 (lime, two coat) | 20–25 mm | 2.0 m² (25 kg cement) | 13 kg + 13 kg lime | 65 kg |
| Monocouche silicone (single coat) | 12–15 mm | 1.4–1.7 m² | n/a (premix) | n/a |
| Lime render (multi-coat) | 25–30 mm | 1.8 m² (25 kg lime) | n/a | 80 kg |
| Pebbledash on sand-cement | 25 mm + agg | 1.8 m² + 1 kg/m² agg | 13 kg | 65 kg |
| Tyrolean (gun-applied finish) | 4–6 mm | n/a | premix | n/a |
| Mix ratio | Use | Cement | Lime | Sand |
|---|---|---|---|---|
| 1:5 | General sand-cement | 200 kg/m³ | 0 | 1,250 kg/m³ |
| 1:1:5 | Traditional with lime | 200 kg/m³ | 100 kg/m³ | 1,250 kg/m³ |
| 1:1:6 | Low cement (older buildings) | 165 kg/m³ | 165 kg/m³ | 1,300 kg/m³ |
| 1:0.5:4 | Parapets, severe exposure | 250 kg/m³ | 125 kg/m³ | 1,150 kg/m³ |
| 1:2:9 | Internal sheltered | 110 kg/m³ | 220 kg/m³ | 1,300 kg/m³ |
Detailed Guidance
Calculation method — sand-cement render
For a typical two-coat sand-cement render at 20–25 mm total thickness:
Material per m² = thickness (m) × bulk density (kg/m³) × proportions
Example: 50 m² gable wall, 1:5 sand-cement at 25 mm thickness.
Volume of mortar:
- 50 m² × 0.025 m = 1.25 m³
Materials:
- Cement: 1.25 × 200 = 250 kg = 10 × 25 kg bags
- Sand: 1.25 × 1,250 = 1,562 kg = 1.6 tonnes (one bulk bag + ~600 kg)
- Plasticiser: 1 L per 25 kg cement = 10 L
For 1:1:5 mix (with lime):
- Cement: 250 kg
- Hydrated lime: 250 kg = 10 × 25 kg bags
- Sand: 1,562 kg
- (No plasticiser — lime provides workability)
Calculation method — monocouche
For monocouche single-coat at 12 mm (typical) over 50 m²:
Bag count:
- 50 m² ÷ 1.5 m²/bag = 33 bags
- Plus 5% waste: 35 bags
- 35 × 25 kg = 875 kg total material
Compare with sand-cement: monocouche yields less coverage per kg but is single-coat, pre-coloured (no painting), and has mesh reinforcement built-in (in some products). The labour saving and elimination of painting offsets the higher material cost.
Surface preparation
The render's adhesion to the substrate is the most failure-prone aspect of external render. Preparation steps:
Brick or block substrate:
- Brush off dust and loose material.
- Damp down before application (prevents the substrate sucking moisture out of the wet render).
- For smooth or dense substrates, apply a bonding primer (SBR or PVA, 1:5 dilution).
- Mesh reinforcement on first coat over: brick-block junctions, around openings, on cracks.
Old render substrate (re-rendering):
- Hammer test: a hollow ring indicates de-laminated render — must be removed back to sound material.
- Cracks: V-cut and patch before re-rendering.
- Apply bonding primer to the old surface.
Insulated board substrate (EWI external wall insulation):
- Specialist render system (typically polymer-modified) per the manufacturer's spec.
- Embedded fibreglass mesh in the basecoat.
- 5–8 mm basecoat + 2–4 mm topcoat is typical.
Bell-cast bead and stop-bead
The bell-cast bead at the base of the render directs water away from the wall and prevents wicking up into the render. It must be installed:
- At least 150 mm above DPC level.
- Bedded in the first coat of render.
- Continuous around the elevation.
The stop-bead at the top of the render seals the upper edge against water ingress where the render meets a soffit, fascia, or roof line.
Other beads:
- Corner bead — protects external corners.
- Reveal bead — at window and door openings.
- Movement joint bead — at expansion joints.
Mesh reinforcement
Fibreglass alkali-resistant mesh (typically 145 g/m² for sand-cement, 165 g/m² for monocouche) is embedded in the scratch coat over:
- Material changes (brick to block, brick to timber).
- Around all openings (windows, doors).
- At any pre-existing cracks.
- On thin-section areas (e.g. above lintels).
Lap mesh by 100 mm at joins. Fully embed in the scratch coat — half-buried mesh provides limited reinforcement.
Movement joints
External render is brittle and cracks at thermal and structural movement. Movement joints break the elevation into manageable areas:
- Every 5–7 m horizontally on long walls.
- Vertical joints at building junctions or material changes.
- Around large openings.
Movement joint bead provides the visible joint; sealant fills it.
Application sequence
Day 1 — Scratch coat:
- Mix mortar to plastic consistency.
- Apply 12–15 mm thick.
- Embed mesh in problem areas.
- Scratch the surface with a notched trowel for keying.
- Damp curing for 24 hours.
Day 2–3 — Float coat:
- Apply 8–12 mm thick over scratch.
- Float to even thickness.
- Damp curing.
Day 3–4 — Finish coat:
- Smooth, textured, scraped, or dashed finish.
- Allow curing for 7 days minimum before painting (if sand-cement).
Monocouche — single coat 12–15 mm thick, scraped finish texture applied while still wet. No painting.
Pebbledash, dashing and scraped finishes
Pebbledash — dry pea gravel or shingle thrown onto wet float coat; consumed at ~1 kg per m² of pebble. Aesthetic period detail; high maintenance.
Roughcast (wet dash) — gravel mixed in a thinner mortar slurry and thrown onto the wall; faster than pebbledash.
Scraped finish — partially set monocouche scraped with a wire brush or specialist tool to reveal the aggregate; common modern finish.
Smooth finish — final coat steel-trowelled smooth; used for traditional houses.
Tyrolean — textured sprayed-on coat applied over a basecoat; granulated finish.
Painting sand-cement render
After 7 days minimum curing:
- Apply mineral or breathable masonry paint.
- Avoid plastic-based paints that trap moisture.
- Two coats typical; may be three on light colours over dark substrate.
Monocouche is pre-coloured and not painted.
Common failures
| Failure | Cause | Prevention |
|---|---|---|
| Render falling off (debonding) | Poor substrate preparation; smooth substrate without primer | Bonding primer; key coat |
| Cracking at openings | No mesh reinforcement | Embedded mesh at openings |
| Crazing (random fine cracks) | Mortar dried too fast; sand too fine | Damp curing; use coarser sand |
| Damp patches behind render | Wicking through bell-cast or stop-bead failure | Correct bead detailing |
| Render coming off in sheets | Frost damage during cure | Don't apply in freezing conditions |
Worked example — re-rendering an older property
Job: re-render existing 80 m² semi-detached gable, with mesh reinforcement and stop-beads.
Materials:
- Cement (1:1:5 mix at 22 mm thickness): 80 × 0.022 m × 0.16 m³/m³ = 0.28 m³ × 200 kg/m³ = 56 kg cement... wait, let me re-calculate.
- Volume: 80 × 0.022 = 1.76 m³
- Cement: 1.76 × 200 = 352 kg = 14 bags
- Lime: 352 kg = 14 bags
- Sand: 1.76 × 1,250 = 2,200 kg = 2.2 tonnes
- Beads: 60 m of bell-cast + 40 m of stop-bead + 30 m of corner bead = ~£300 in beads
- Mesh: 35 m² of mesh at openings and junctions
- Bonding primer: 16 L (1 L per 5 m²)
Total cost (materials only): approximately £600–£900 for sand-cement; approximately £900–£1,400 for monocouche.
Consumer-facing question — "how thick should external render be?"
For traditional sand-cement, two-coat at 20–25 mm total. A "skim coat" at 4–6 mm is interior plaster, not external render — applying that thickness externally will not be durable.
For monocouche, single coat at 12–15 mm is correct and durable.
A thin render (less than 10 mm) cracks within 1–2 winters and lets moisture in.
Frequently Asked Questions
How much render do I need per square metre?
For sand-cement two-coat at 25 mm: approximately 13 kg cement + 65 kg sand per m². For monocouche at 15 mm: approximately 17 kg of material per m².
Can I render in winter?
Avoid below 5°C ambient temperature. Frost during cure causes render to fail. Cover protected work with hessian if temperatures drop overnight.
Should I use lime in the render mix?
Lime improves workability, slightly improves crack resistance, and provides "autogenous healing" of micro-cracks over time. Modern alternative: plasticiser (synthetic admixture) — gives workability without lime but no healing.
What's the difference between scratch coat and float coat?
Scratch coat is the first coat (12–15 mm) keyed with a notched trowel for adhesion. Float coat is the second coat (8–12 mm) floated smooth before the finish.
Does monocouche need mesh?
Most monocouche systems include or recommend mesh in critical areas (around openings, at material changes). Some systems are mesh-everywhere; others spot-mesh only.
How long before I can paint?
7 days minimum for sand-cement; some manufacturers specify 14 days. Test by sprinkling water on the surface — beading water means it's not ready; absorbed water means OK to paint. Use breathable masonry paint.
Regulations & Standards
BS EN 998-1 — Specification for mortar for masonry; rendering and plastering mortars (R designations).
BS EN 13914-1 — Design, preparation and application of external rendering and internal plastering — Part 1: External rendering.
BS 5262 (superseded) — legacy code of practice for external renderings.
BS 8000-10 — Workmanship on building sites; application of plaster and external rendering.
NHBC Standards Chapter 6.1 — External masonry walls including render.
MCS — for solar PV mounting on rendered walls — specific requirements for fixings.
BSI — BS EN 13914-1 — external rendering standard.
The Mortar Industry Association — mortar mix selection and application.
Weber UK — render technical data — manufacturer technical guidance for monocouche.
Parex UK — render systems — manufacturer technical guidance for monocouche.
plaster quantities — internal application — companion calculator for internal plastering.
skim coat pricing guide — for internal plaster work.
brickwork quantity calculator — substrate for external render.
decking materials calculator — comparable trade calculator format.