Drilled Pier Cost Estimator

Plan foundation budgets with drilled pier estimates. Tune unit rates for labor, materials, and risk. Download a clear summary for bids and approvals quickly.

Calculator inputs
Enter geometry, rates, then risk and markups.
Quick guidance
Use realistic unit rates and allowances for your site.
Results show metric quantities for consistency.
Geometry
Shaft is cylindrical; optional bell increases volume.
Ignored if bell is off.
%
%
%
Reinforcement
Choose a ratio or compute from cage details.
kg/m³
mm
mm
mm
mm
m
%
Casing
Temporary casing can be fully charged or partially reused.
%
Unit rates and fees
Use local rates for reliable totals.
$ per m³
$ per m³
$ per kg
$ per m
$ per m³
$ per pier
$
%
Risk and markups
Applied sequentially after direct costs.
%
%
%
Reset
Example data table
Sample inputs and typical outcomes to sanity-check.
Scenario Piers Diameter (m) Depth (m) Rates (drill / conc / rebar) Notes
Small building 12 0.60 10.0 $140/m³, $120/m³, $1.20/kg Totals vary by spoil, casing, and markups
Medium bridge bent 20 1.00 18.0 $180/m³, $135/m³, $1.35/kg Depth drives production limits and testing
Industrial heavy load 30 1.20 22.0 $210/m³, $150/m³, $1.40/kg Casing and contingency are often higher
Formula used
The estimator converts geometry to quantities, multiplies by rates, then applies allowances and markups.
Excavation volume per pier
V = π × (D/2)² × H
Bell adds extra volume above the shaft over bell height.
Allowances
V_exc,total = V × N × (1 + overbreak)
V_conc,total = V_exc,total × (1 + waste)
Slurry factor increases spoil volume when used.
Rebar unit weight approximation
w (kg/m) ≈ d² / 162
Used for detailed cage estimates. Ratio uses kg per m³.
Cost build-up
Direct = Σ(quantity × rate) + mobilization
Total = Direct × access + contingency + O&P + tax
Percentages apply sequentially for transparency.
How to use this calculator
  1. Enter pier count, shaft diameter, and depth.
  2. Enable the bell option if your design requires it.
  3. Set overbreak, waste, and slurry allowances.
  4. Select rebar method and add ratio or cage details.
  5. Enter drilling, concrete, rebar, spoil, and casing rates.
  6. Apply contingency, overhead, and tax values if needed.
  7. Press Estimate Cost to view results above.

Cost drivers you can quantify early

Drilled pier cost is mostly controlled by excavation volume, concrete volume, and reinforcement weight. This estimator converts diameter and depth into cubic meters, then prices drilling, concrete, and steel. Use the access factor to reflect production limits, overhead clearance, staging, or night shifts.

Typical allowance ranges that affect totals

Overbreak is commonly 3–10% in firm soils and higher where caving or cleanup is frequent. Concrete waste often runs 2–6% depending on tremie placement, truck waiting, and cutoff trimming. If slurry is used, handling and disposal can increase spoil volume by 5–15%. When rock sockets are required, consider a higher drilling rate rather than inflating overbreak.

Rebar estimating options for different design maturity

When drawings are not final, a rebar ratio of 90–140 kg/m³ is a practical starting band for many building piers; heavily loaded elements may exceed this range. For detailed cages, the calculator uses bar count, bar diameter, tie spacing, cover, and a lap factor to approximate total kilograms. Tie length is based on an internal circumference estimate, so confirm cover and cage diameter. Replace these inputs with bar schedules when available.

Temporary casing and disposal planning

Casing requirements vary by groundwater, loose strata, vibration limits, and nearby structures. Enter casing length per pier and a reuse credit if casing is rotated across multiple shafts. Spoil disposal is priced per cubic meter; confirm whether disposal includes hauling, drying, dewatering, or slurry treatment, because those items can dominate on constrained sites. If disposal is priced per truckload, convert to an equivalent cost per cubic meter for consistent comparisons.

Markup structure for bid-ready summaries

The build-up follows a common estimating sequence: direct costs plus mobilization, then contingency, overhead and profit, and finally tax. This keeps each layer transparent for approvals. For competitive bids, tune contingency by geotechnical uncertainty, drilling method, and schedule risk. Record productivity assumptions, such as piers per day and concrete placement windows, and attach the exported report to your internal estimate log.

FAQs
Short answers for common estimating questions.

What does the estimate include by default?

It prices drilling, concrete, reinforcement, spoil disposal, testing per pier, and mobilization. Then it applies access adjustment, contingency, overhead and profit, and optional tax. Update unit rates to match your supplier quotes and subcontractor bids.

Why are results shown in cubic meters and kilograms?

The calculator converts imperial or metric inputs into metric quantities to keep formulas consistent. You can still enter feet or inches in the form. Use the currency symbol field to match your market and reporting format.

How should I choose an overbreak percentage?

Start with 5% for steady shafts in competent soils. Increase the value where cleanup, sloughing, or irregular sides are expected. If rock is present, adjust the drilling rate first, then fine‑tune overbreak.

When should I use the detailed rebar method?

Use it when you know bar counts, diameters, tie spacing, and cage extension requirements. It is better for pricing steel and fabrication. If design is early, the ratio method is faster and usually adequate for budgeting.

How do I handle casing that is reused?

Enter the casing length per pier, then set a reuse credit percentage. A 50% credit assumes half of the casing cost is avoided through reuse across multiple shafts. If casing is rented, use a rate that already reflects rental terms.

Can I use this for rock sockets or micropiles?

You can approximate rock sockets by increasing the drilling rate for the socketed portion and adjusting depth. Micropiles have different materials, drilling methods, and grouting assumptions, so treat results as a rough order‑of‑magnitude only.

Related Calculators

Foundation crack monitoring log calculatorCrack repair epoxy quantity calculatorPolyurethane crack injection material calculatorCrack stitching staple quantity calculatorCarbon fiber strap spacing calculatorBasement wall crack risk score calculatorFloor slope (in/ft or mm/m) calculatorFoundation levelness deviation calculatorDifferential settlement calculatorAllowable settlement check calculator

Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.