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Construction Intelligence · Site Work

Excavation Calculator

Earthwork volume for pits and trenches, the loose volume to carry away, the number of truck trips and the cost.

Engineering Calculator

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Engineering Analysis

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Industry Benchmark

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Project Snapshot

This sets the context for every benchmark, health score and recommendation — a residential project in Maharashtra and a government road project in Bihar do not share the same "normal." Adjust it and calculate again to sharpen the comparison.

Professional Practices

Why Contractors Lose Money Here

Earthwork is paid by the cubic metre and the truck trip, and both are easy to inflate: pits dug wider than needed, trips counted twice, or loose volume billed as in-situ volume.

Real Site Example

A 2 × 2 m footing, 1.5 m deep, with 0.3 m working space and vertical sides: 2.6 × 2.6 × 1.5 = 10.14 m³. In ordinary soil (25% swell) that is 12.7 m³ loose — 3 trips in a 6 m³ tipper.

Professional Best Practices

Measure excavation by levels before and after, pay on in-situ volume, and log every truck trip with the vehicle number and time.

Engineering Checklist

  • Mark out pits with the working space shown on the drawing
  • Slope or shore the sides of deep pits and trenches
  • Measure in-situ volume, not the loose heap
  • Keep back-fill soil on site
  • Log every disposal trip

Government & Standards References

  • IS 1200 (Part 1) — Method of measurement of building and civil engineering works: earthwork
  • IS 3764:1992 — Code of safety for excavation work
  • CPWD DSR — earthwork items and lead / lift

How Experienced Contractors Handle This

Contractors take levels before and after excavation, agree the quantity with the client's engineer, and reconcile truck trips with the loose volume.

Common Mistakes

Patterns we see repeatedly across Indian construction sites — worth checking against your own process.
1
Paying for loose volume as if it were in-situ
Overpays by the swell factor — 25% or more.
2
Ignoring working space
Under-estimates excavation for small footings by 50% or more.
3
Vertical sides in deep or loose soil
Collapse risk; IS 3764 requires protection for deep excavations.

How Rebota Automates This

Rebota's Daily Site Log records excavation progress and equipment hours, and the equipment module compares fuel and trips with the work done.

BOQ & Estimation
Daily Site Logs
Equipment Monitoring
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Related Resources

Frequently Asked Questions

How do you calculate excavation volume?▾
For vertical sides, length × width × depth, including working space. For sloped sides use the prismoidal formula: V = depth ÷ 6 × (bottom area + 4 × middle area + top area).
What is swell in excavation?▾
Dug soil takes up more space than it did in the ground. Typical swell is about 10–15% for sand, 25% for ordinary soil, 30–40% for clay and 50% or more for blasted rock.
How many cft are in 1 m³?▾
1 m³ = 35.315 cft.
Does this calculator store my data?▾
No. The calculation runs in your browser.
This is one item, on one day.Rebota holds consumption against your BOQ on a live stock ledger, so wastage shows up while you can still act on it.
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