TryBuildCalc

Yard Leveling Calculator (Cut & Fill Volume, Truck Trips, Days & Cost)

Calculate cut and fill volume, truck trips, days, and cost for land leveling.

Inputs

ℹ️Grid mode is best when you have site levels from a survey. Simple mode is faster for early planning.

Plot Size

High & Low Levels

ℹ️The simple method balances to the midpoint between highest and lowest levels.

Soil Allowances

ℹ️Use for bulking, shrinkage, handling loss, or practical site allowance.

Equipment & Cost

Enable Cost Estimation?

ℹ️Volume one vehicle, tractor trolley, or dumper trip can carry.

Level this plot to 0.244 m by planning for 23.786 m³ (840 cft) cut and 26.165 m³ (924 cft) fill.

Borrow Fill Needed: 2.379 m³ (84 cft)

Fill volume is greater than cut after allowances. Plan to import approved borrow fill from an outside source.

Calculations

Plot Area: 195.1

Target Level: 0.244 m

Cut Soil: 23.786 m³ (840 cft)

Fill Soil: 26.165 m³ (924 cft)

Total Soil Handling: 49.951 m³ (1,764 cft)

Estimates

Estimated Cost: 12,488

Trips Required: 7

Days Required: 1

Approximate results for planning only. Verify with a professional.

Simple High-Low VisualizationTarget: 0.244 mHigh: 0.366 mLow: 0.122 mCut: 23.786 m³Fill: 26.165 m³Soil is trimmed from higher ground and moved toward the lower side.Length: 60 ftWidth: 35 ftDiagram simplified for clarity (not to scale)

Looking for the verification checklist, reference tables, or tips and mistakes?See the complete Land Leveling Calculator.

Yard leveling calculation

This page is set up for a 60 ft x 35 ft yard (195.1 m²) with a modest 0.8 ft (0.244 m) level difference — a smaller-scale job than a full building plot, needing about 23.79 m³ of cut and 26.17 m³ of fill after 10% compaction.

At a smaller 4 m³ truck capacity and 50 m³/day output (typical for a compact residential job rather than a large site), this works out to about 7 truck trips over 1 working day.

  • Yard: 60 ft x 35 ft.
  • Level difference: 0.8 ft.
  • Truck trips: ~7.

How the land leveling calculation works

Land leveling compares existing ground levels with a target level, then converts the level difference into cut volume, fill volume, handling quantity, and practical site estimates.

Step 1 - Calculate plot area

Plot Area = Length x Width

The calculator first converts plot dimensions to meters and calculates total area. This area is used for the simple high-low estimate and is also divided across spot levels in grid mode.

Step 2 - Choose the target level

Simple Mode Target = (Highest Level + Lowest Level) / 2
Grid Mode Target = Average Spot Level or User Target Level

In simple mode, the target level is the midpoint between the highest and lowest points. In grid mode, the calculator uses the entered target level, or if left blank, it balances cut and fill around the average of all grid spot levels.

Step 3 - Calculate cut and fill volume

Simple Mode:
Height Difference = Highest Level - Lowest Level
Cut Volume = Plot Area x (Height Difference / 2)
Fill Volume = Plot Area x (Height Difference / 2)

Grid Mode:
Cell Area = Plot Area / Number of Spot Levels
Point Volume = |Spot Level - Target Level| x Cell Area

In simple mode, the calculator assumes the plot balances around the midpoint, so the same average depth is used for both cut and fill. In grid mode, each spot level is compared with the target level to decide whether that point requires cut, fill, or no adjustment.

Step 4 - Apply soil allowances

Adjusted Cut = Cut Volume x (1 + Cut Soil Allowance / 100)
Adjusted Fill = Fill Volume x (1 + Fill Compaction / 100)

Cut allowance can represent bulking, shrinkage, or practical handling loss. Fill compaction allowance increases loose fill quantity so the required compacted fill can be achieved on site.

Step 5 - Calculate handling, trips, days, and cost

Total Handling = Adjusted Cut + Adjusted Fill
Trip / Day Quantity = Maximum of Adjusted Cut or Adjusted Fill
Trips = Trip / Day Quantity / Vehicle / Trolley Capacity
Days = Trip / Day Quantity / Earthwork Output per Day
Cost = Total Handling x Cost per m³

The calculator adds adjusted cut and fill to estimate total soil handling. For trips and daily productivity, it uses the larger of adjusted cut or adjusted fill so transport planning does not double count the same soil movement.

Real-World Example

This example walks through your current inputs above, using the same steps as the Formula section. Each table shows the calculation, the values substituted in, and the result it produces.

Input Values Used

InputValueWhy it is used
Calculation methodSimple high-low estimateSets whether target level comes from two points or a full grid
Plot size60 ft × 35 ftSets the plot area every volume is built on
Highest / lowest level1.2 ft / 0.4 ftSets the target level and height difference
Soil allowances0% cut, 10% fill compactionConverts raw volume into adjusted cut/fill quantity
Equipment & cost4 /trip, 50 /day, 250 per Sets trips, days, and total cost

Step 1 — Calculate plot area

CalculationSubstitutionResult
Plot Area60 × 35195.1

Step 2 — Find the target level

CalculationSubstitutionResult
(Highest + Lowest) / 2(1.2 + 0.4) / 20.244 m

Step 3 — Calculate cut and fill volume

CalculationSubstitutionResult
Height difference1.2 - 0.40.244 m
Cut volume (raw)195.1 × (0.244 ÷ 2)23.786
Fill volume (raw)195.1 × (0.244 ÷ 2)23.786

Step 4 — Apply soil allowances

CalculationSubstitutionResult
Adjusted cut23.786 × (1 + 0/100)23.786
Adjusted fill23.786 × (1 + 10/100)26.165

Step 5 — Handling, trips, days, and cost

CalculationSubstitutionResult
Total handling23.786 + 26.16549.951
Trips26.165 ÷ vehicle capacity7 trips
Days26.165 ÷ daily output1 days
Cost49.951 × rate12,488

Therefore, this 195.1 plot needs a target level of 0.244 m, with 23.786 adjusted cut and 26.165 adjusted fill, requiring 7 trips over 1 days at an estimated cost of 12,488. Because fill is greater than cut, this job needs to borrow in an extra 2.379 m³ of fill material.

This page keeps things focused on the calculation above. For the full construction guide — verification checklist, reference tables, usage steps, tips, common mistakes, and limitations.See the complete Land Leveling Calculator.

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FAQ

About 23.79 m³ of cut and about 26.17 m³ of fill. The yard converts to 195.1 m²; the 0.8 ft (0.244 m) level difference is split evenly, giving 23.79 m³ each before the 10% fill compaction allowance.
This page's defaults reflect that assumption — a 4 m³ truck capacity and 50 m³/day output (versus a larger job's 8-10 m³ trucks and 100+ m³/day) — but these are just starting defaults; edit them to match your specific equipment and crew size.