TryBuildCalcSite Leveling Calculator (Cut & Fill Volume, Truck Trips, Days & Cost)
Calculate cut and fill volume, truck trips, days, and cost for land leveling.
🕒 Last updated: July 30, 2026
Inputs
ℹ️Grid mode is best when you have site levels from a survey. Simple mode is faster for early planning.
Plot Size
Grid Spot Levels
Paste from Excel or enter levels using new lines, commas, tabs, or spaces. The plot area is divided equally across points.
Entry Order Guide
Enter or paste spot levels left to right, then top to bottom, just like reading a small site grid.
Example paste
1.20 1.50 1.00 1.30 1.10 1.40
Detected
9 spot levels
Min
0.95 m
Max
1.62 m
Average
1.264 m
| Point | Line | Level | Cue |
|---|---|---|---|
| P1 | 1 | 1.1 m | Low |
| P2 | 2 | 1.35 m | Mid |
| P3 | 3 | 1.62 m | High |
| P4 | 4 | 1.05 m | Low |
| P5 | 5 | 1.25 m | Mid |
| P6 | 6 | 1.48 m | High |
| P7 | 7 | 0.95 m | Low |
| P8 | 8 | 1.18 m | Mid |
Previewing the first 8 parsed levels in the order they will be used.
ℹ️Leave blank to balance cut and fill around the average grid level.
Soil Allowances
ℹ️Use for bulking, shrinkage, handling loss, or practical site allowance.
Equipment & Cost
ℹ️Volume one vehicle, tractor trolley, or dumper trip can carry.
Level this plot to 1.264 m by planning for 124.775 m³ (4,406.39 cft) cut and 133.093 m³ (4,700.15 cft) fill.
Borrow Fill Needed: 8.318 m³ (293.76 cft)
Fill volume is greater than cut after allowances. Plan to import approved borrow fill from an outside source.
Calculations
Plot Area: 1,350 m²
Target Level: 1.264 m
Cut Soil: 124.775 m³ (4,406.39 cft)
Fill Soil: 133.093 m³ (4,700.15 cft)
Total Soil Handling: 257.868 m³ (9,106.53 cft)
Estimates
Estimated Cost: ₹83,807
Trips Required: 17
Days Required: 2
| Point | Level | Action | Volume |
|---|---|---|---|
| A | 1.1 m | fill | 24.667 m³ (871.1 cft) |
| B | 1.35 m | cut | 12.833 m³ (453.2 cft) |
| C | 1.62 m | cut | 53.333 m³ (1,883.45 cft) |
| D | 1.05 m | fill | 32.167 m³ (1,135.96 cft) |
| E | 1.25 m | fill | 2.167 m³ (76.52 cft) |
| F | 1.48 m | cut | 32.333 m³ (1,141.84 cft) |
| G | 0.95 m | fill | 47.167 m³ (1,665.68 cft) |
| H | 1.18 m | fill | 12.667 m³ (447.32 cft) |
| I | 1.4 m | cut | 20.333 m³ (718.06 cft) |
Approximate results for planning only. Verify with a professional.
Looking for the verification checklist, reference tables, or tips and mistakes?See the complete Land Leveling Calculator.
Site leveling from grid spot levels
This page uses grid mode with 9 survey spot levels across a 45 m x 30 m site (1,350 m², 150 m² per cell) — with no target level entered, the calculator balances around the average of all 9 levels (1.264 m), giving 118.83 m³ of raw cut and the same raw fill.
After a 5% cut shrinkage allowance and 12% fill compaction, that's 124.78 m³ of adjusted cut and 133.09 m³ of adjusted fill — needing about 17 truck trips at 8 m³ per load and 2 working days at 120 m³/day output.
- Site: 45 m x 30 m, 9 spot levels.
- Target: average of levels (1.264 m).
- Total handling: ~257.9 m³.
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
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
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
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 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
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
| Input | Value | Why it is used |
|---|---|---|
| Calculation method | Grid spot levels | Sets whether target level comes from two points or a full grid |
| Plot size | 45 m × 30 m | Sets the plot area every volume is built on |
| Grid levels | 9 spot levels, balanced to average | Sets the cell area and cut/fill for each point |
| Soil allowances | 5% cut, 12% fill compaction | Converts raw volume into adjusted cut/fill quantity |
| Equipment & cost | 8 m³/trip, 120 m³/day, ₹325 per m³ | Sets trips, days, and total cost |
Step 1 — Calculate plot area
| Calculation | Substitution | Result |
|---|---|---|
| Plot Area | 45 × 30 | 1,350 m² |
Step 2 — Find the target level
| Calculation | Substitution | Result |
|---|---|---|
| Average of grid levels | average of 9 levels | 1.264 m |
Step 3 — Calculate cut and fill volume
| Calculation | Substitution | Result |
|---|---|---|
| Cell area | 1,350 ÷ 9 | 150 m² / point |
| Cut volume (raw) | sum of points above target | 118.833 m³ |
| Fill volume (raw) | sum of points below target | 118.833 m³ |
Step 4 — Apply soil allowances
| Calculation | Substitution | Result |
|---|---|---|
| Adjusted cut | 118.833 × (1 + 5/100) | 124.775 m³ |
| Adjusted fill | 118.833 × (1 + 12/100) | 133.093 m³ |
Step 5 — Handling, trips, days, and cost
| Calculation | Substitution | Result |
|---|---|---|
| Total handling | 124.775 + 133.093 | 257.868 m³ |
| Trips | 133.093 ÷ vehicle capacity | 17 trips |
| Days | 133.093 ÷ daily output | 2 days |
| Cost | 257.868 × rate | ₹83,807 |
Therefore, this 1,350 m² plot needs a target level of 1.264 m, with 124.775 m³ adjusted cut and 133.093 m³ adjusted fill, requiring 17 trips over 2 days at an estimated cost of ₹83,807. Because fill is greater than cut, this job needs to borrow in an extra 8.318 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.