Dirt or other material brought in to raise the ground level or fill in holes.
Soil, rock, or engineered material placed in an excavation or on a site to raise grades, provide structural support, or improve soil conditions. Fill must be suitable for its intended use — free of organic matter, excessive fines, and deleterious materials — and placed and compacted according to specifications. Engineered fill (controlled compacted fill) is tested to verify density.
Fill is a high-volume earthwork cost where small unit changes compound across thousands of cubic yards, so estimators must distinguish suitable on-site cut from imported borrow and engineered fill priced with testing and compaction. Misjudging fill suitability or quantity is a leading source of earthwork overruns and disputed change orders when unsuitable material must be exported and replaced.
After reviewing the geotech report, a sitework estimator prices imported structural fill under the building pad because the cut soils are too organic, and adds compaction testing to the unit cost.
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