Cut and fill volumes
across the site, by area if needed
Sitework is where a lot of construction risk lives: under the ground, out of sight on most drawings. The volume of dirt you move, whether it stays on site, what's waiting at the bottom of the trench: those questions decide whether a site package makes money.
Our sitework estimating services cover earthwork, site utilities, paving, and site improvements (CSI Divisions 31, 32, and 33), with volumes, soil factors, and assumptions stated plainly.
Earthwork quantities come from comparing the existing ground surface (from the survey) with the proposed finished surface (from the grading plan), adjusted for the depth of pavement sections, slabs, and topsoil.
We calculate:
across the site, by area if needed
of topsoil and organic material
excavation and fill
where the geotechnical report requires removing unsuitable soil
needed to balance the site
by area
A site that balances on paper may not balance in practice once soil factors and unsuitable material are accounted for, which is why the next section matters.
Soil changes volume as it's dug, hauled, and compacted:
soil in its natural, undisturbed state
after excavation; typically larger (swell), and what trucks carry
after placement and compaction; typically smaller (shrink)
Swell and shrink factors depend on soil type. We use the geotechnical report where available, or state the factors assumed. Getting this right decides how many truckloads are hauled and how much fill must be imported.
Whether rock is expected, at what depth, and whether it rips or needs blasting.
Dewatering for excavations and trenches.
Undercut and replacement quantities from the geotechnical report.
Demolition, relocation, or protection.
Special handling and disposal, if identified.
When the geotechnical report addresses these, we price from it. When it doesn't, we list them as assumptions or exclusions so the risk is visible on bid day.
pipe by size and material, structures (inlets, manholes, headwalls), detention systems
gravity pipe, manholes, cleanouts, and force mains
mains, services, valves, hydrants, and fire lines
excavation, bedding, backfill, and compaction based on pipe depth and trench width
taps, tie-ins, and pressure or video testing
Trench quantities are calculated from pipe inverts and finished grades, not just pipe length.
Silt fence, inlet protection, construction entrances, sediment basins, and stabilization: usually defined in the stormwater pollution prevention plan (SWPPP) and frequently left out of site bids.
Planting, irrigation, and hardscape finishes are covered in our landscaping estimates. Landscaping estimating →
Upload the drawings through our quote form, share a Google Drive or plan-room link, or email them. Large sets travel best as a shared folder.
Upload Your Plans →Or email info@primeestimation.com.
By comparing the existing ground surface from the survey with the proposed surface from the grading plan, adjusted for pavement, slab, and topsoil thicknesses.
Yes. We apply soil factors from the geotechnical report or state the assumed factors.
Yes, using contours and spot elevations. CAD files speed the work and improve detail.
Landscaping and irrigation are separate. Ask if you need both.
Only when the geotechnical report supports a quantity. Otherwise, we list it as an exclusion or a unit-price item.
Send the civil drawings, survey, and geotech report. We'll quote the estimate and delivery date.