Establish the civil measurement basis before using volume totals
Earthwork quantities depend on the available existing and proposed surfaces, datum and site limits. We review whether the supplied information supports the requested volume method before agreeing the scope. Bank, loose and compacted quantities are identified separately; shrink/swell or unsuitable-material assumptions are not silently applied as measured site conditions.
Utility trenches keep length, depth and width inputs visible, with bedding, pipe displacement, backfill and surface restoration separated as appropriate to the agreed method. Building connections are coordinated with plumbing and electrical package boundaries. Haul distance, disposal, rock, groundwater, shoring and dewatering need project information or explicit pricing assumptions rather than inference from a site plan alone.
Scope interfaces to settle before pricing
- Confirm building-versus-site utility tie-in points for each system.
- Distinguish measured excavation from assumptions for rock, groundwater, unsuitable soil and imported material.
- Identify survey, permits, traffic control, testing and restoration responsibilities before assembling a priced bid.