Free Excavation Invoice & Estimate Template (Word, Excel, PDF)
Dirt work is sold three ways at once — by the machine hour, by the foot in the ground, and by the ton or the load through the gate — and an excavation invoice template has to hold all three without blurring them. The form keeps a line for every unit that turned, every dimension dug, and where the spoils finished.
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The machine is the product here, so the machine gets named. Every hour line carries the unit and its size — a 3-ton mini and a 20-ton excavator are not interchangeable hours — with the meter reading that opened the line and the one that closed it. Dig lines carry the hole itself: a trench by its length, its depth band and the width the bucket cut, a culvert by diameter and length, a footing or foundation dig by the footprint opened and the depth reached to bearing. Structures priced each carry their size too, a dry well at its 4 or 8 foot depth, a catch basin by its grate. Material lines name the product instead of a bare tonnage, because 3/4 minus, screened topsoil and clean fill are three different trucks. Hauling gets its own lines, truck named and trips counted. And the paper says where the spoils finished, hauled off or stockpiled on site and whereabouts.
How to fill in the excavation invoice template
Head the form with the site as well as the customer, because dirt work is often ordered by somebody who never stands on the ground you dug. Equipment mobilization leads: what came in on the lowboy, and whether the machines stayed over between days, since a weekend parked on site is not a second move. Then the machine and operator lines, one per unit, hourly off the meter or as a full day where a full day is what you sold. Then the work. Utility trenching and water line trench run by the foot inside a depth band, so a 24 inch run and a 48 inch run are two lines even in one ditch. A French drain also runs by the foot, but its foot is priced off stone, fabric and pipe rather than depth. Structures go each. Silt fence and erosion control go by the foot, hauling by the load, and a short call falls back to the two hour minimum.
Common excavation line items, and what each one runs
Here are 24 of the 321 jobs the online version can fill in for you, with the hours and materials a typical one takes. They are starting points, not prices — what you charge is yours.
| Line item | Typical hours | Materials at cost |
|---|---|---|
| Mini-ex work (per hour) | 4 hrs | — |
| Driveway grading & gravel | 6 hrs | $700 |
| French drain (per linear ft) | 8 hrs | $600 |
| Land clearing (per hour) | 8 hrs | — |
| Footing dig & backfill | 8 hrs | — |
| Excavator (per hour) | 8 hrs | — |
| Skid steer (per hour) | 4 hrs | — |
| Dump truck (per load) | 2 hrs | — |
| Basement / foundation dig | 20 hrs | — |
| Septic tank install | 10 hrs | $2,200 |
| Septic drain field (per linear ft) | 16 hrs | $3,200 |
| Utility trenching (per linear ft) | 6 hrs | $150 |
| Water line trench (per linear ft) | 8 hrs | $350 |
| Pond / retention dig | 24 hrs | $600 |
| Site grading (per sq ft) | 10 hrs | — |
| Topsoil delivered & spread (per yard) | 5 hrs | $400 |
| Gravel delivered & spread (per ton) | 4 hrs | $480 |
| Culvert install | 6 hrs | $700 |
| Stump & root removal | 4 hrs | — |
| Structure demolition | 16 hrs | $1,800 |
| Silt fence / erosion control (per linear ft) | 4 hrs | $250 |
| Equipment mobilization | 2 hrs | — |
| Culvert cleaning | 3 hrs | — |
| Retaining wall excavation | 8 hrs | $200 |
Three invoicing mistakes that cost excavation contractors money
None of the three happen in the hole. They happen on the paper. First, an hour line with nothing under it to check. Eight hours on the excavator invites a customer who was gone all day to remember six; put the meter at start and finish beside the arrival and departure times, and give a second machine its own line. Second, letting one machine line swallow the attachments. A day where the mini ran an auger for two hours, a breaker for three and a bucket for the rest is three rates, not eight hours of mini time. Third, running the machine for another trade without writing the boundary. When a plumber, an electrician or a builder hires you, name them and put the handoff in one sentence — trench opened to grade, pipe by others, backfilled after their inspection — because the homeowner at the window thinks all of it was you.
Common questions
How should trench depth show up on the invoice?
As a band on every trench line, because depth is what makes one foot cost more than another. Price in bands — 24 inch, 36 inch, 48 inch — and name the band on each run: a water line set under the local frost depth and a low-voltage run at 18 inches are not the same foot. At five feet, federal trench rules require a protective system: a box, shoring, or a sloped or benched cut, and benching is not allowed in loose sand and gravel. Trench box set-up and removal is its own line, not a fatter per-foot number. Rock is the other break point, billed as rock trenching by the foot at a rock rate or as the hydraulic breaker by the hour, never inside the ordinary footage. Frozen ground does the same in January; frost ripping is a line too.
What does 'cleared' have to mean on a land clearing invoice?
It has to name the finish state, because four different jobs go by that word. Trees pushed over and windrowed is one. Root balls pulled, grubbed out and the holes filled is another. Forestry mulching leaves the lot on site as chip. Machine raking to a seedbed is the one a customer reads as finished. Write which of those you sold, and say where the wood and the root balls ended up, burned and the ash buried, hauled off, or dropped in a pit on the property, which a future buyer's inspector will go looking for. Clearing bills by the acre where the ground is open and by the machine hour where it is not, and rock picking after grubbing is separate work.
What should a basement or foundation dig show on the invoice?
The hole you dug, which is bigger than the building. State the dug footprint and the depth reached, and say the over-dig outside the footing line is working room for forms and waterproofing rather than something you added. Topsoil strip and stockpile is its own line apart from the spoils, because one of those piles is coming back and one is not. If the bottom would not bear and somebody called for over-excavation and structural fill, name who called it and what went back in the hole. And give backfill its own line and its own date, since it happens once the walls are braced, days or weeks behind the dig: one job to the customer, two trips on your calendar.
How do I stage the billing on a dig that runs several days?
Against what the job spends, as it spends it. Money leaves before the machine turns — a culvert and its headwall rock ordered from the yard, a pit load of stone, the lowboy move to get the machines there — so an up-front payment against those named purchases is ordinary on dirt work. List them by name so the customer sees what it bought, and check your state's rules, since some cap what a residential contractor collects up front. Then bill at the hold points the dig already has, mobilization and rough grade now, final grade when it comes. Site work goes in first and comes back last, so the finish pass on a build can land months behind the hole; invoice the dig when the dig is done.
The same twenty designs, filled for other trades
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