Calculation method and use
Estimates paving-unit quantity and pallet requirements from paved area, unit dimensions and packing data.

Estimate the number of paving units required from total area, paver dimensions and waste allowance.
Calculate required paving block quantity, approximate pallet count and optional bedding sand volume from the paved area.
Joint widths, paver geometry and pallet quantities vary by product. For final ordering, use the manufacturer's technical data and site-specific cutting losses.
Estimates paving-unit quantity and pallet requirements from paved area, unit dimensions and packing data.
Divide 1 m² by the effective plan area of one paver.
Layouts with many cuts, curves or diagonal patterns generally need more allowance.
Divide total unit or area demand by the quantity supplied per pallet.
A useful paver takeoff goes beyond dividing surface area by the face area of one unit. The procurement quantity also depends on cutting and breakage allowance, laying pattern, edge geometry, manufacturer pallet content and bedding thickness. CivilCalc separates net quantity from planned order quantity so each assumption remains visible.
Engineering reference updated: 19 September 2026
Keep the area units consistent. A 200 × 100 mm unit has a theoretical face area of 0.020 m², equivalent to 50 units/m² before joints or manufacturer module adjustments.
For 2,400 ft² of paving with a 1.5 in bedding layer, the geometric volume is about 300 ft³ = 11.1 yd³. This is geometric volume only; procurement may need adjustment for compaction, screeding, moisture and delivery conditions.
| Nominal face size | Face area | Theoretical units/m² | Net units per 100 m² |
|---|---|---|---|
| 100 × 100 mm | 0.010 m² | 100 | 10,000 |
| 200 × 100 mm | 0.020 m² | 50 | 5,000 |
| 200 × 200 mm | 0.040 m² | 25 | 2,500 |
| 300 × 200 mm | 0.060 m² | 16.67 | ≈1,667 |
This table is geometric only. Joint width, interlocking geometry, chamfers, manufacturer module dimensions and laying pattern can change the actual coverage rate. Use current manufacturer coverage data for procurement.
A simple rectangular field and a site with curves, utility covers, trees, frequent edge cuts or diagonal patterns will not produce the same cutting loss. The waste percentage in CivilCalc is a user-selected planning assumption, not a universal standard value.
Bedding sand forms the screeded layer beneath the pavers. Jointing sand fills the joints after placement. The bedding-volume result on this page does not estimate jointing-sand consumption, which depends on unit geometry, joint width/depth and the selected paving system.
Divide one unit of area by the actual coverage area of one paver. For procurement, manufacturer coverage data is preferable because it can account for joints and interlocking geometry.
Yes. Areas that will not be paved should be deducted to obtain net paving area. Numerous small interruptions can still increase cutting waste.
Pallets may have to be ordered as whole packages. Divide the planned quantity by units per pallet and round up when full-pallet ordering applies.
Geometric bedding volume equals net paving area multiplied by bedding thickness. Procurement may require adjustment for compaction, screeding, moisture and delivery conditions.
No. Paver thickness and pavement structure depend on pedestrian or vehicle loading, traffic class, base layers, subgrade conditions and project requirements.