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Excavation Estimate Template

Machine time, mobilisation, haul-off and a rock clause — a dig priced before anyone breaks ground. Free PDF.

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Excavation is priced against a soil report, a survey and whatever the last job on that street turned up. None of it tells you where the bedrock starts, how high the water table is in March, or which unmarked line the previous owner buried in the side yard. So an excavation estimate is a unit-price document: machine hours, loads hauled, cubic yards moved, each with a rate beside it, so that the day the ground disagrees with the plan there is already a way to price the difference.

ESTIMATE Issued
Estimate number:EST-5120
Date of issue:August 6, 2026
Valid until:August 27, 2026
Currency:USD
Issued by
Granite Hollow Earthworks
2140 South Cole Road
83705 Boise, ID
United States
dispatch@granitehollow.example
Bill to
Fairweather Homes LLC
1450 Ridgeline Parkway
83642 Meridian, ID
United States
site@fairweatherhomes.example
Estimated total
$18,192.00
Valid for 21 more days · Aug 27, 2026
This is an estimate, not a bill. Prices may change.
Basis of estimate
Volumes are taken from the site survey and the geotechnical borings at the two test locations. Nothing is known about the ground between them.
Description Qty Rate Tax Amount
Mobilisation and demobilisation
Lowbed both ways for excavator and skid steer
1$1,450.00$1,450.00
Basement excavation — 22 ton excavator with operator
Estimated 38 machine hours; billed by the hour
38$215.00$8,170.00
Spoil haul-off
Estimated 44 loads to the clean-fill site, 12 miles
44$168.00$7,392.00
Rock allowance — hydraulic hammer
Provisional 4 hours; billed only for hours actually hammered
4$295.00$1,180.00
Subtotal$18,192.00
Total$18,192.00
Terms
Billed weekly against the unit rates above. Fuel surcharge applies at the rate posted on the day the machines are moved.
Estimate #EST-5120 · Granite Hollow Earthworks · Page 1 of 1

What this estimate commits you to

How long it stands
Twenty-one days, and the fuel surcharge is the one posted on the day the machines are floated in rather than the day this was written.
What it does not cover
Blasting, dewatering and pumping, imported structural fill, engineered compaction testing, and the repair of any private utility the 811 locate does not mark.
What would change the price
What is under the topsoil: bedrock shallower than the borings showed, groundwater that needs a pump running around the clock, unsuitable soil that has to leave the site, and volumes over the surveyed cut.
How the client accepts it
Sign and give a start date at least ten working days out; the 811 locate must be open and unexpired on the day, and the machines are floated in the afternoon before.

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What to put on an excavation estimate

  • Mobilisation and demobilisation as their own line — floating a machine costs the same whether it digs for a day or a week
  • Machine time by unit, with the class of machine and whether the rate includes the operator
  • Cut and fill volumes in cubic yards, and whether spoil stays on site or leaves it
  • Haul-off by the load, with the tipping or clean-fill site named and its charge stated
  • The rock clause: what happens when the bucket stops, and the hourly rate for hammering
  • Whose 811 ticket is open, whose survey stakes the work is dug to, and who is responsible for a line that was not marked

Questions

Should an excavation estimate be a lump sum or unit prices?

Unit prices for anything underground, lump sum only for what you can see. The volume of soil that has to move is the one number an excavation estimate cannot know, and a lump sum turns every surprise into an argument instead of a multiplication.

What does a rock clause need to say?

What counts as rock, how it is measured and what it costs. Usually: material that cannot be dug by the machine specified without hammering, measured in place, billed at a stated hourly or cubic-yard rate. Without those three, the word rock on an estimate settles nothing.

Who is liable for an unmarked utility?

State it, because the default assumption differs by state and by whose ticket it is. Typically the contractor is liable for lines the locate marked and the owner for lines it did not — private lines to a shed, a pool or a well are almost never marked, and they are the ones that get hit.

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