EXCAVATION & PAVING · FIELD TOOL

Bulk Excavation Calculator

Bulk excavation = area × average cut depth. A 60 × 40 m area with corner cuts of 1.8, 2.2, 2.6 and 2.0 m averages 2.15 m, so 5,160 m³. At 80 m³ an hour that is about 65 excavator hours (8 working days) and 645 loads of 10 m³.

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Behind this panel: an example with the default sizes.

Inputs

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Site
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m
m
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Production
m³
m³
Bulk excavation plan with corner cuts60 m40 mAverage cut 2.15 m1.8 m2.2 m2.6 m2 mmyconstructioncalculator.com
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Results

Check the working before you order.

Bulk excavation (bank)
5,160m³
Loose volume to haul6,450.00 m³
Truck loads645 loads
Average cut depth2.15 m
Excavator hours64.5 h
Working days (one excavator)8.1 days

Four-corner averaging suits a fairly even surface. For uneven ground, split the site into a grid and add the cells, or use a survey model.

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Working
  1. Average depth = (1.80 + 2.20 + 2.60 + 2.00) ÷ 4 = 2.15 m
  2. Volume = 60.00 × 40.00 × 2.15 = 5,160 m³
  3. Loose = 5,160.00 × (1 + 25%) = 6,450.00 m³; loads = ⌈6,450.00 ÷ 10.0⌉ = 645
  4. Hours = 5,160 ÷ 80 per hour = 64.5; days = 64.5 ÷ 8 = 8.1

Results are estimates for planning and material ordering only. They are not a substitute for structural design or approval by a qualified engineer. Read the full disclaimer.

Formulas

Average depth  = (h₁ + h₂ + h₃ + h₄) ÷ 4
Volume         = L × W × average depth          (prismoidal with batters)
Hours          = volume ÷ excavator output
Days           = hours ÷ working hours per day

Worked Example

A 60 × 40 m area, corner cuts 1.8, 2.2, 2.6 and 2.0 m, vertical edges, 80 m³/h excavator, 8-hour days:

  1. Average depth = 8.6 ÷ 4 = 2.15 m
  2. Volume = 60 × 40 × 2.15 = 5,160 m³ → 6,450 m³ loose → 645 loads
  3. Hours = 5,160 ÷ 80 = 64.5 h → 8.1 days

Time to Dig 5,000 m³ (8-hour days)

Excavator output Hours Days
40 m³/h 125 15.6
80 m³/h 62.5 7.8
120 m³/h 41.7 5.2
150 m³/h 33.3 4.2

Frequently Asked Questions

What is bulk excavation?

Digging large open areas down to a reduced level (site strips, basements, car parks and platforms) usually with large excavators loading trucks, as opposed to trenches and pits.

How do I calculate cut volume from levels?

Find the cut depth at each corner (existing level minus formation level), average them, and multiply by the area. For uneven ground, divide the site into a grid and add up each square.

How long will bulk excavation take?

Divide the bank volume by the excavator's realistic hourly output (after delays), then by working hours per day. Trucks often limit output more than the excavator does.

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