A plasterer is pricing a 180 m2 external sand-cement render job on a new brick veneer house. Before submitting the quote, they need the total product weight, bag count and a cross-check of the 15mm average thickness assumption.
Sand-cement render (15mm): ~25–30 kg/m² · Acrylic base coat (5mm): ~8–10 kg/m²
Texture/finish coat (3mm): ~3–5 kg/m² · Floor screed (50mm): ~70–80 kg/m²
Always check manufacturer's TDS (Technical Data Sheet) for exact coverage — products vary significantly.
1 What this calculator does
Calculates the quantity of render or screed in kilograms and bags from the area to be covered and the product type. Supports sand-cement render (15mm), acrylic render (5mm), texture coat (3mm), floor screed (50mm) and thin-set screed (25mm). Includes 8% waste.
2 Formula & professional reasoning
Approximate kg per m2 by product type:
Sand-cement render 15mm: ~27 kg/m2
Acrylic render 5mm: ~9 kg/m2
Texture coat 3mm: ~4 kg/m2
Floor screed 50mm: ~75 kg/m2
Thin-set screed 25mm: ~38 kg/m2
Total kg = Area x kg/m2 x 1.08 (8% waste)
Bags = Ceiling(Total kg / Bag size)
Product consumption depends on thickness and product density. Sand-cement render at 15mm uses approximately 27 kg/m2 because the dry density of the mixed mortar is approximately 1,800 kg/m3 (1,800 x 0.015 = 27). The 8% waste factor accounts for material lost in mixing and application, over-application in hollows, and any re-rendering of defective patches. Floor screed at 50mm uses 75 kg/m2 at a density of approximately 1,500 kg/m3 (1,500 x 0.050 = 75). Verify against the specific product data sheet as premixed products vary.
3 Worked examples
⚠️ Illustrative example only — not clinical or professional instruction.
kg/m2: 27 | Total kg: 180 x 27 x 1.08 = 5,248.8 kg | Bags: ceiling(5248.8/20) = ceiling(262.4) = 263 bagskg/m2: 75 | Total kg: 75 x 75 x 1.08 = 6,075 kg | Bags: ceiling(6075/20) = ceiling(303.75) = 304 bagsBase: 240 x 9 x 1.08 = 2,332.8 kg -> 117 bags | Texture: 240 x 4 x 1.08 = 1,036.8 kg -> 52 bags | Total: 169 bags across two products4 Sanity check
5 Common errors
| Error | Cause | Consequence | Fix |
|---|---|---|---|
| Using a generic coverage rate without checking the specific product TDS | Assuming all sand-cement renders have the same coverage rate | Material quantity off by 10-30% -- running short or overordering significantly | Every product has a stated coverage rate on its technical data sheet (TDS). The rate in this calculator is a generic approximation. Always cross-check against the TDS of the specific product being specified. |
| Not accounting for two-coat render systems in the material calculation | Calculating only one coat when the spec requires two | Material order for only half the required render | Traditional sand-cement render is typically two-coat: a 10mm scratch coat scratched to provide a mechanical key, followed by a 5mm finish coat. Calculate each coat separately from its thickness. The total 15mm is split as 10mm scratch + 5mm finish, not as a single application. |
| Not applying a bonding agent or primer on smooth concrete backgrounds | Applying render directly to smooth poured concrete | Render delamination -- the smooth concrete surface has insufficient mechanical key for render adhesion | On smooth or low-suction backgrounds (poured concrete, block paving, smooth block), apply a bonding agent or PVA primer to the background before rendering. Alternatively, a cement slurry coat or proprietary dash coat can be applied first to provide the key. |
| Estimating screed volume without confirming the substrate level and required finished level | Assuming a uniform 50mm thickness across the area | Screed volume and weight significantly underestimated if the substrate is irregular | On irregular substrates, establish the finished floor level (FFL) from the drawings and measure the depth to the existing substrate at multiple points. Use the average depth across the area for material calculation, not the nominal design thickness. |
6 Reference & regulatory links
7 Professional workflow
Common tools used alongside this one: