Build a grading and excavation planning scenario from entered earthwork volume, equipment, fill material, hauling or disposal, compaction, erosion-control material, labor, access, and permit assumptions. The calculator is not a survey, utility locate, geotechnical evaluation, excavation-protection plan, drainage design, grading design, or permit determination.
Reviewed 2026-08-24
Methodology and sources
This earthwork planning result is derived from entered cubic-yard volume and equipment cost per cubic yard, fill materials, haul or disposal, compaction, erosion control, labor, permit, site access, and matching ZIP inputs; it does not estimate volume from an unverified site shape.
Planning answer
This page answers what the entered inputs produce under the calculator's documented assumptions. It does not answer what a local provider will charge, approve, diagnose, finance, or guarantee.
Use the result to compare like-for-like scenarios, then replace placeholders with current project records, bids, supplier quotes, authority requirements, or qualified professional review before acting.
Formula in plain English
For the grading-excavation model, the calculator multiplies earthworkVolumeCubicYards by equipmentCostPerCubicYard, adds fillMaterialAllowance, haulDisposalAllowance, compactionAllowance and erosionControlAllowance, adds laborHours times laborHourlyRate adjusted only by siteAccess, and adds permitAllowance.
Visible assumptions
Earthwork volume is entered from the planning takeoff and is not surveyed by the calculator.
Equipment, fill, haul, compaction, erosion control, and labor are explicit components.
Site access affects labor only; haul and other direct allowances remain entered amounts.
Worked example
Example entered grading and excavation scenario
80 cu yd at an entered $35 equipment cost per cu yd
$900 fill, $700 haul, $400 compaction, and $250 erosion-control allowances
30 labor hours at an entered $75 plus a $200 permit allowance
With open access and neutral matching factors: 80 x $35 + $900 + $700 + $400 + $250 + 30 x $75 + $200 = $7,500.
The modeled planning total is $7,500 for the entered earthwork assumptions, not a surveyed quantity or safe-work determination.
Limitations
The model does not perform a survey, utility locate, geotechnical review, or drainage design.
It does not determine excavation protection, soil classification, shoring, permits, or erosion controls.
The output is not a safe-work plan, engineering design, permit decision, or contractor quote.
U.S. Occupational Safety and Health Administration
Dates
Source dated 2026-08-24; retrieved 2026-08-24
Supports
Worker-safety and site-control context for excavation hazards, utilities, access, inspections, and protective planning.
Not price evidence
Does not support an equipment rate, production quantity, excavation method, safety approval, or contractor quote.
Grading and Excavation Cost Calculator FAQs
A reliable project estimate depends on the scope and units you enter. A canned national range is withheld until a reviewed source matches this calculator's exact project type, unit, geography, and evidence date.
Use the result to compare input scenarios and prepare a budget. Confirm quantities, site conditions, included work, permits, and final pricing with itemized quotes from qualified local professionals.
Local labor availability, materials, access, project complexity, code requirements, permits, and contractor scope can change the final price. The calculator result is a planning estimate, not a contractor offer or guaranteed quote.
CostSignals reviews applications from contractors interested in calculator-originated customer requests. Availability and coverage are confirmed before activation.
CostSignals results are planning estimates based on the values you enter and the calculator’s configured assumptions. Verify current rates, rules, project scope, and quotes independently before making decisions.
Enter Your Details
Fill in the form to get your estimate
Enter the cut, fill, or handled volume from the documented project takeoff. The calculator does not derive volume from area, slope, contours, or soil conditions.
Enter a documented equipment or earthwork-service amount using the same volume basis. It remains unindexed and is not a supplied market rate.
Enter a material-only allowance for the specified imported fill, aggregate, topsoil, or other approved material. The calculator does not select or approve fill.
Enter the quoted or budgeted hauling, tipping, and disposal amount. It remains unindexed and does not classify soil or waste or select a facility.
Enter the documented allowance for the defined compaction service, equipment, or testing coordination. It remains unindexed and does not define a specification or verify results.
Enter a material-only allowance for the project-specific erosion and sediment controls. The calculator does not design or approve controls.
Enter billable labor hours from the documented layout, site preparation, earthwork, hauling support, compaction, controls, cleanup, and closeout scope.
Enter a documented billable rate matching the labor-hours definition. The calculator does not supply a current local wage or contractor rate.
Enter only a current amount verified with the applicable authority. This field does not determine grading, excavation, stormwater, environmental, or other approval requirements.
Apply an explicit labor-only access factor. It does not assess trench hazards, protective systems, utilities, soil classification, slopes, groundwater, equipment paths, or safe work methods.
Used only for available material, labor, or permit factors. It does not provide a survey, locate utilities, supply a design, issue an approval, or establish safe excavation conditions.
All figures shown are estimates based on average costs and may vary significantly based on your specific situation, contractor, materials, and local conditions.
We recommend consulting with licensed professionals in your area for accurate quotes tailored to your specific needs.
Past results do not guarantee future outcomes. Individual results may vary significantly.