Small decorative gravel path, 10 m²
A garden path over landscape fabric: 10 m² zone, 5 cm depth, generic bulk density 1600 kg/m³, 10% waste, no compaction allowance and no moisture adjustment because the gravel is a dry decorative topping, not a trafficked sub-base.
Raw volume = 10 × 0.05 = 0.5 m³. With 10% waste and 0% compaction: 0.5 × 1.10 × 1.00 = 0.55 m³. Weight = 0.55 × 1600 × 1.00 = 880 kg. Bags (25 kg each): ceil(880 ÷ 25) = 36 bags.
0.5 m³ is the theoretical volume, 0.55 m³ is the quantity after waste, and 36 bags is the final purchase figure — three bags more than the exact 35.2 that 880 kg divided by 25 kg would give, because bags cannot be bought as fractions.
⚠ No compaction allowance was applied here because a shallow decorative topping is not tamped like a sub-base; if this path will also carry occasional vehicle traffic, add a compaction percentage and recalculate.
Driveway sub-base with compaction and moisture, 30 m²
A vehicle driveway sub-base: 30 m² zone, 8 cm depth, bulk density 1650 kg/m³ for this crushed stone grading, 5% waste, 15% compaction allowance and 3% moisture because the load is delivered slightly damp.
Raw volume = 30 × 0.08 = 2.4 m³. With 5% waste and 15% compaction: 2.4 × 1.05 × 1.15 = 2.898 m³. Weight = 2.898 × 1650 × 1.03 ≈ 4925 kg. Bags (25 kg): ceil(4925 ÷ 25) = 198 bags. Bulk: ceil(4925 ÷ 100) ÷ 10 = 5.0 t.
2.4 m³ is the theoretical compacted-thickness volume; 2.898 m³ is the loose volume to order once waste and compaction are added; 4925 kg (≈4.93 t) is the moisture-adjusted weight that drives both the 198-bag figure and the 5.0 t bulk figure.
⚠ 15% compaction is an editable planning assumption for this grading and target thickness, not a guaranteed outcome — actual settlement depends on the stone type and how it is tamped; verify with your sub-base design or supplier if the driveway must meet a paving manufacturer's specification.
Bag vs. bulk cost comparison, patio sub-base 15 m²
A patio sub-base: 15 m² zone, 10 cm depth, bulk density 1600 kg/m³, 10% waste, 15% compaction, no moisture adjustment. Bags cost 6.50 per 25 kg bag; bulk gravel costs 68 per tonne plus a 40 delivery fee, with a 1 t supplier minimum.
Raw volume = 15 × 0.10 = 1.5 m³. With 10% waste and 15% compaction: 1.5 × 1.10 × 1.15 = 1.8975 m³. Weight = 1.8975 × 1600 = 3036 kg. Bags: ceil(3036 ÷ 25) = 122 bags → 122 × 6.50 = 793. Bulk: ceil(3036 ÷ 100) ÷ 10 = 3.1 t → 3.1 × 68 + 40 = 250.80.
Buying bags for this quantity would cost roughly 793, while a 3.1 t bulk delivery including the flat delivery fee costs about 250.80 — bulk is clearly cheaper once the load comfortably clears the supplier's 1 t minimum. The calculator surfaces both totals so you can compare rather than defaulting to bags out of habit.
⚠ Changing the selected currency only changes the displayed symbol — it does not convert 6.50, 68 or 40 into a different currency's equivalent value. Enter current local supplier prices in the currency you have selected, and confirm sales tax and any delivery surcharge separately.