Sitework Estimate Template
Download a sitework estimate template to calculate excavation, grading, aggregate, utilities, labor, equipment, trucking, overhead, profit, and bid pricing.
Build Detailed Sitework Estimates From Takeoff Through Final Price
A sitework estimate gives specialty contractors a structured way to calculate excavation, earthmoving, grading, aggregate, utilities, drainage, labor, equipment, trucking, disposal, subcontractor costs, overhead, and profit before submitting a bid. Breaking the work into measurable activities and cost codes makes it easier to account for soil movement, haul requirements, equipment production, material quantities, and project-specific site conditions.
This Sitework Estimate Template is designed for sitework contractors, excavation and grading contractors, underground utility subcontractors, earthwork crews, civil contractors, estimators, project managers, operations managers, and construction business owners.
What Is a Sitework Estimate?
A sitework estimate is an internal pricing document used to calculate the expected labor, material, equipment, trucking, subcontractor, indirect, overhead, and profit requirements for a civil or site-development package. Depending on the project, the work may include clearing, stripping topsoil, excavation, cut and fill, rough grading, fine grading, undercut, imported fill, aggregate base, trenching, storm drainage, sanitary sewer, water service, structures, erosion control, paving preparation, trucking, disposal, and restoration.
Sitework estimating depends heavily on quantity balance and logistics. Moving 5,000 cubic yards from a cut area to a nearby fill area can have a very different cost than excavating the same quantity for export, loading trucks, hauling offsite, paying disposal fees, and importing replacement material. A useful estimate keeps these operations distinguishable.
When to Use This Template
- Preparing commercial site-development estimates
- Pricing excavation, cut, fill, and grading work
- Estimating topsoil stripping, stockpiling, and respreading
- Pricing imported fill, aggregate base, and stone placement
- Estimating storm, sanitary, water, and underground utility work
- Pricing trench excavation, bedding, backfill, structures, and restoration
- Calculating trucking, export, import, borrow, and disposal requirements
- Estimating erosion-control, dewatering, or temporary site measures when included
- Pricing phased work, remobilization, or restricted-access operations
- Preparing change-order estimates for changed grades, unsuitable soils, additional utilities, or revised quantities
Who Should Use This Template?
This template is suitable for sitework subcontractors, excavation contractors, grading contractors, underground utility contractors, civil subcontractors, earthwork contractors, estimators, project managers, superintendents, operations managers, and construction business owners.
It can be adapted for commercial developments, subdivisions, industrial sites, institutional projects, multifamily developments, municipal work, road improvements, parking lots, utility installations, and other civil construction projects.
What a Sitework Estimate Should Include
| Estimate Section | Purpose |
|---|---|
| Project and Bid Details | Identifies the customer, project, bid package, drawings, specifications, addenda, estimator, site visit, and estimating assumptions. |
| Earthwork Takeoff | Tracks clearing, stripping, excavation, cut, fill, undercut, stockpile, export, import, backfill, and grading quantities. |
| Materials | Tracks imported fill, aggregate base, bedding stone, drainage stone, topsoil, pipe, structures, geotextile, erosion-control products, and other materials. |
| Underground Utilities | Estimates trenching, bedding, pipe, structures, fittings, connections, backfill, testing, dewatering, and restoration. |
| Labor | Estimates operators, laborers, pipe crews, grade crews, truck drivers, foremen, layout support, supervision, overtime, and handwork. |
| Equipment | Includes excavators, dozers, loaders, scrapers, graders, skid steers, rollers, compactors, trench boxes, pumps, and support equipment. |
| Trucking and Hauling | Calculates truck requirements for export, import, aggregate, pipe bedding, spoils, topsoil, debris, and other hauled materials. |
| Disposal and Borrow | Tracks disposal facilities, borrow sources, tipping fees, material purchase costs, haul distance, surcharges, and quantity assumptions. |
| Erosion Control and Temporary Work | Includes inlet protection, silt fence, stabilized entrances, sediment controls, temporary drainage, dewatering, and other required measures when in scope. |
| Subcontractors and Services | Tracks surveying, testing, trucking, drilling, blasting, dewatering, traffic control, utility locating, or other subcontracted services. |
| Indirect Costs | Accounts for mobilization, supervision, project management, safety, permits, temporary facilities, small tools, fuel, cleanup, and closeout. |
| Pricing Summary | Calculates direct cost, contingency, overhead, profit, applicable taxes, allowances, alternates, unit prices, and final estimate value. |
How to Use the Template
- Enter the customer, project, estimate number, bid date, drawings, specifications, addenda, estimator, and site-visit information.
- Break the sitework into clearing, earthwork, grading, aggregate, utilities, drainage, erosion control, trucking, disposal, and restoration activities.
- Measure quantities using the appropriate unit, such as acres, square feet, linear feet, cubic yards, tons, each, hours, loads, or lump sum.
- Develop the cut-and-fill balance and distinguish onsite reuse from exported spoils and imported material.
- Separate trench excavation, pipe, bedding, structures, backfill, compaction, testing, and restoration for underground utilities.
- Estimate labor and equipment using production assumptions adjusted for depth, soil conditions, haul distance, access, groundwater, congestion, and phasing.
- Calculate trucking using material quantity, truck capacity, loading time, haul distance, dump time, return time, and expected cycle time.
- Add subcontractors, erosion control, dewatering, surveying, testing, permits, mobilization, and other indirect costs where required.
- Separate base scope from allowances, alternates, unit prices, exclusions, and work by others.
- Apply contingency, overhead, profit, and applicable taxes according to company policy before approving the estimate.
A sitework contractor prices a 12-acre commercial development requiring 18,500 cubic yards of cut, 11,200 cubic yards of onsite fill, 7,300 cubic yards of export, 4,600 cubic yards of imported structural fill, 9,400 tons of aggregate base, 2,100 linear feet of storm pipe, 1,350 linear feet of sanitary sewer, and 980 linear feet of water main. The estimate separates clearing, stripping, mass excavation, export trucking, imported fill, grading, aggregate placement, utility trenching, structures, bedding, backfill, testing, erosion control, and restoration instead of applying one blended sitework price.
Best Practices for Sitework Estimates
- Use current civil drawings, grading plans, utility profiles, details, specifications, addenda, and geotechnical information.
- Keep bank, loose, and compacted material quantities distinguishable when conversion assumptions matter.
- Develop a clear cut-and-fill balance before pricing export or imported material.
- Separate mass excavation from trench excavation and small-area handwork.
- Track utility work by system, pipe size, depth range, structure type, bedding, and backfill requirement.
- Use project-specific haul distances and truck-cycle assumptions.
- Account for dewatering, trench safety, access, utility conflicts, unsuitable material, and remobilization where applicable.
- Separate owned equipment, rentals, specialty attachments, pumps, and compaction equipment where useful.
- Clarify erosion-control, surveying, testing, traffic-control, and restoration responsibilities.
- Compare completed-job quantities, labor hours, equipment hours, and truck cycles with future estimating assumptions.
Common Sitework Estimating Mistakes
- Pricing cut and fill without developing a material balance
- Mixing bank, loose, and compacted quantities without documenting conversion assumptions
- Failing to distinguish onsite reuse from export and imported fill
- Ignoring haul distance and truck-cycle time
- Pricing utilities by linear foot without accounting for depth, structures, bedding, backfill, or surface restoration
- Omitting trench safety, dewatering, pumps, or temporary measures where required
- Using open-site production rates for congested or phased work
- Failing to account for unsuitable soils, rock, groundwater, or buried obstructions as assumptions or exclusions
- Leaving testing, surveying, erosion control, or traffic-control responsibilities unclear
- Submitting pricing without documenting material, production, trucking, and site-condition assumptions
Frequently Asked Questions
What should be included in a sitework estimate?
Include clearing, earthwork, grading, aggregate, utilities, drainage, labor, equipment, trucking, disposal, erosion control, subcontractors, indirect costs, overhead, and profit as applicable to the project.
How should cut and fill be estimated?
Calculate excavation and fill quantities from the grading information, then determine how much excavated material is suitable for onsite reuse. Separately track export, import, stockpile, shrink or swell assumptions, and compaction requirements where they affect the balance.
How should sitework trucking be estimated?
Use material quantity, truck capacity, load time, haul distance, travel time, disposal or delivery time, queue time, and return time to estimate required loads, trucks, and total truck hours.
How should underground utility work be estimated?
Break utility work into trench excavation, pipe, fittings, structures, bedding, backfill, compaction, dewatering, testing, connections, surface restoration, labor, equipment, and trucking.
How should unsuitable soil be handled in the estimate?
Use available geotechnical and project information to define the known scope. Where unsuitable material cannot be quantified reliably, identify the estimating assumption and consider an allowance, alternate, or unit price instead of silently carrying an arbitrary quantity.
Should equipment mobilization be included?
Yes when mobilization is part of the contractor's cost. Heavy excavators, dozers, graders, rollers, trench equipment, and specialty attachments may require delivery, pickup, permits, escorts, or multiple mobilizations depending on the project.
What sitework unit prices are useful?
Useful unit prices may include excavation or export by cubic yard, imported fill by cubic yard or ton, aggregate by ton, pipe by linear foot, structures by each, trucking by hour or load, and equipment by hour or day.
Can the estimate become the job budget after award?
Yes. The approved estimate can provide a baseline for labor, equipment, material purchasing, trucking, utility production, change management, billing, and job-cost review.
Turn Site Quantities Into Reliable Project Pricing
A structured sitework estimate connects earthwork, utilities, materials, crews, equipment, trucking, temporary measures, indirect costs, and pricing assumptions before a bid is submitted.
A spreadsheet is a practical starting point for repeatable estimating. As estimate volume grows, construction management software such as SimplySub can help connect estimates with customers, jobs, and job-cost information.