Excavation pricing depends on the work below the surface and the material moving through the site. For owners and general contractors in Fulton, Oswego, Syracuse and the wider Central New York region, these are the details that make a project price useful. Lindsley prepares pricing from a defined scope; this guide does not substitute a generic rate for a site estimate.
A building footprint or driveway area describes the surface, not the full excavation. Depth, side slopes, working room, stripping and the finished elevation determine how much material must move. Send both existing and proposed grades when available. For a foundation, include the footing plan, basement depth and space needed by the foundation contractor. An addition beside an occupied building may need a different approach from the same excavation in open ground.
Reusable soil, wet material, rock and unsuitable fill require different handling. Share the geotechnical report, test-pit information and known fill history. Ask the estimate to identify ordinary excavation separately from undefined conditions and to explain how additional work would be measured and authorized. A soil allowance should have a stated assumption; it should not be interpreted as a verified quantity. Material acceptance and compaction requirements come from the project specifications.
On-site reuse, stockpiling and export each affect the equipment and trucking required. Identify the receiving location and who is responsible for acceptance and disposal fees. Imported structural fill or stone also needs purchase, delivery, placement and compaction. Keep bank, loose and compacted volumes distinct: they describe different material states. A cubic-yard quantity cannot be treated as a tonnage without a material-specific conversion.
Gate width, overhead restrictions, truck turning space and staging room affect how the crew can work. Include occupied entrances, utility shutdowns and hours when deliveries are allowed. Repeated mobilizations or work around another trade may change the price even when the excavation quantity stays the same. For regional projects in Watertown, Utica, Cortland or Rochester, send the expected duration and daily work window so travel can be evaluated with the scope.
An excavation proposal may include bedding, aggregate, drainage, backfill and surface restoration, but only the written scope establishes those responsibilities. State whether the finish is rough grade, compacted stone, topsoil or asphalt. New concrete and landscaping are separate unless expressly included. Survey, testing, utility connections and engineering also need an assigned party. These interfaces matter as much as the digging quantity when comparing totals.
Send the address, plans or measured sketch, available soil information, site photos and target dates to Shawn. Ask for a lump sum for the defined work and breakouts or unit prices for items that remain uncertain. If plans are preliminary, identify that stage so an allowance is not mistaken for a final construction price. Lindsley can review earthwork with hauling, utilities, drainage and paving as one coordinated request.
| Scope item | Quantity to define | Also confirm |
|---|---|---|
| Clearing and stripping | Acres or square feet; stripping depth | Protection limits and disposal |
| Bulk excavation | Cubic yards with measurement basis | Soil assumptions and cut/fill limits |
| Imported aggregate | Tons or compacted cubic yards | Material specification and placement |
| Utility trench | Linear feet, width and depth | Bedding, connections and restoration |
| Hauling | Loads, tons or volume with units | Route, loading and receiving fees |
| Finished surface | Square feet or square yards | Section thickness and finish condition |
Central New York and regional project inquiries are reviewed for scope, travel and scheduling. These are service areas; our business address is in Fulton, and this is not a separate branch office.
Send the location, drawings, scope and target dates to Shawn. Pricing and availability are confirmed after project review.