Sitework Estimating — Common Mistakes That Cost Contractors Money
Introduction
Sitework is one of the first and most expensive phases of a project. A small mistake in estimating excavation, grading, utilities or concrete can lead to large financial losses or rejected bids. Most contractors lose money on sitework not because of execution — but because of the estimate.
Below are the most common mistakes in sitework estimating — and how to avoid them.
1) Incorrect Cut & Fill Calculations
Even a small variance in elevation or soil volume can change costs drastically.
Fix: Use Civil 3D, AGTEK or Bluebeam takeoff — not manual guesswork.
2) Ignoring Haul Distances and Dump Fees
Hauling and disposal often cost more than excavation itself.
Fix: Always include trucking, fuel, dump fees and distance factors in the takeoff.
3) Not Accounting for Soil Conditions
Wet soil, rock, or unsuitable material can double excavation cost.
Fix: Review geotechnical reports and apply correction factors.
4) Missing Utility Crossings & Conflicts
Uncounted trenching, rerouting or protection leads to costly change orders.
Fix: Overlay utility plans and coordinate scopes before pricing.
5) No Contingency or Waste Allowance
Perfect drawings do not exist — conditions change in the field.
Fix: Add realistic contingency & waste factors based on project type.
6) Bidding Without Marked-Up Plans
Unmarked numbers increase the risk of misunderstanding and disputes.
Fix: Provide highlighted drawings that clearly show scope and limits.
7) Rushing Estimates Due to Lack of Time
Most inaccurate sitework bids happen because the contractor is estimating last-minute.
Fix: Outsource early to meet deadlines with proper detail.
Conclusion
Sitework requires precision. Even a small oversight can cost thousands of dollars. Professional sitework estimating helps you:
- Protect your profit
- Avoid disputes and rework
- Submit stronger and more reliable bids
- Win projects with confidence
The difference between winning a bid and losing money often starts at the estimate.
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