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Sitework & Earthworkaka: mass gradingaka: bulk grading

Rough Grading

In Plain English

The first major grading operation that moves large amounts of dirt to roughly establish the site's final shape and elevation.

Definition

The initial major earthwork operation that establishes approximate site grades and subgrades, moving large volumes of material to achieve the general form of the finished site. Rough grading is typically performed to within 0.5 feet of design grade, leaving fine grading to achieve final tolerances. It often includes cut-and-fill operations to balance earthwork on the site.

Why It Matters in Bidding

Rough grading drives the earthwork budget, which is one of the riskiest items to bid because quantities depend on a cut-and-fill analysis and on soil conditions that may not be fully disclosed. Estimators must price haul, import or export of material, and equipment time, and a poorly balanced site or unsuitable soils can blow the budget after award.

Example

Using a takeoff from the grading plan, an estimator runs a cut-and-fill calculation showing a 1,500 cubic yard fill shortfall and prices imported structural fill plus the haul to balance the site.

Related Terms

Frequently Asked Questions

Estimators perform a cut-and-fill analysis comparing existing topography to the proposed grading plan, usually with earthwork software, to determine net import or export volumes. The result drives equipment hours, haul costs, and material purchases. Always note assumptions about soil suitability and shrink/swell factors, since these heavily influence the final quantities.
Rough grading moves bulk material to approximate design grade, typically within a half foot, using large equipment. Fine grading trims to final tolerance for paving, slabs, or landscaping and is usually a separate, lower-volume line item. Pricing them together can hide labor and create disputes over which scope a tolerance belongs to.
Quantities hinge on the geotechnical report and on whether the site balances. Unsuitable soils, rock, groundwater, or inaccurate existing-grade data can force unplanned export, import, or over-excavation. Estimators should clarify exclusions, attach unit prices for imported fill and rock, and review addenda closely before locking the number.

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