Civil and Infrastructure Estimating Services

We estimate civil and infrastructure work from your plans — earthwork by cut and fill, utilities by size and depth, structures, paving and the traffic control and environmental compliance that public work carries. Unit-price bid schedules are priced item by item, because that is how you get paid.

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Civil Work Is Priced by the Unit-Price Schedule

On most public civil work you are not bidding a lump sum, you are bidding a schedule of unit prices — and how you load it matters as much as the total.

The bid schedule is the contract. Every item on it has a unit and an estimated quantity, and you are paid the unit price against the measured quantity. Getting the unit right matters more than getting the extension right, because the quantity will change and the price will not.

Quantities on the schedule are the owner's estimate. They are not guaranteed and they routinely move. An item where the actual quantity exceeds the estimate pays at your unit price, which is an opportunity or an exposure depending on how the item is priced.

Mobilisation and lump sum items carry the front end. How much of the project cost sits in the lump sum items against the unit price items affects cash flow through the whole job, not just the total.

So every item is priced on its own basis. Rather than a total divided across the schedule. An item priced as a share of the whole rather than on its own cost is how a unit-price bid becomes unprofitable on a quantity swing.

What We Quantify

Earthwork. Cut and fill from the surfaces with bank, loose and compacted volumes kept distinct, plus haul distance, borrow and disposal, undercut and the topsoil strip and respread.

Underground utilities. Sanitary, storm, water and dry utilities by size, material and depth, with structures, valves, hydrants, services and the trench, bedding, backfill and pavement restoration each run requires.

Drainage and stormwater. Pipe, inlets, manholes, culverts, detention and retention structures, outfalls and the erosion and sediment control that runs the length of the project.

Paving and surfacing. Asphalt converted to tonnage at the specified section, concrete paving by area and thickness, base and subbase, and the milling and removal on rehabilitation work.

Structures. Retaining walls, headwalls, box culverts, foundations and cast-in-place concrete with reinforcement and formwork quantified separately.

Traffic control and phasing. Maintenance of traffic through every stage, temporary signage, barrier, flagging and the sequencing the plan requires — a substantial line on any project in a live right of way.

Environmental compliance. Erosion and sediment control installation and the maintenance obligation through the project duration, dewatering treatment, and any permit-driven monitoring.

Restoration. Pavement, landscape, fencing and private property restoration behind the work, which is frequently the item that finishes last and is estimated least.

Where Civil Estimates Go Wrong

Swell and shrink carried as one number

Soil occupies three different volumes in the ground, in the truck and compacted in place. One figure through all three gives a haul quantity that is short and an import quantity wrong in the other direction.

Traffic control underpriced

Maintenance of traffic on a project in a live right of way runs for the whole duration, changes with every phase, and on an urban job can rival a trade package. It is a plan sheet, not a lump sum.

Erosion control maintenance omitted

Silt fence and inlet protection are installed once and maintained for the entire project with inspection after every rain event. The installation is the small part.

Rock assumed absent

Where no geotechnical information exists, assuming no rock is assuming away the most expensive thing that can be in the ground — and the volumes all look correct until the excavator hits it.

Restoration left to the end and to nobody

Pavement, landscape and private property restoration behind a utility run is real work that finishes last, gets estimated least and is frequently the source of the final dispute.

Unit prices loaded without thinking about quantity risk

An item whose quantity is likely to grow and an item whose quantity is likely to shrink should not be priced the same way, and the bid schedule is where that judgment gets made or missed.

What Moves a Civil Number

The variables that decide more than the measurement does.

Haul distance. Earthmoving cost is a truck cycle problem rather than a volume one. The same cubic yard at two miles and twenty miles is not the same price, and where the disposal or borrow site is not identified, that is a large open assumption.

Subsurface conditions. Rock, groundwater and unsuitable material are the three largest variables in civil work, none appears on a plan sheet, and all three come from the geotechnical report.

Traffic and access constraints. Working in a live right of way with lane closures, restricted hours, pedestrian access and utility conflicts is a different operation from an open site at the same quantity.

Existing utility conflicts. Locating, protecting, supporting and occasionally relocating live services is slow work, and the record drawings for buried utilities are reliably incomplete.

Permit and agency requirements. Environmental permits, agency approvals and inspection requirements each carry duration as well as cost, and on public work they frequently govern the schedule rather than the construction does.

Season and weather. Earthwork is the most weather-exposed work there is. Saturated ground cannot be compacted, frozen ground cannot be placed, and a programme that runs mass earthwork through a wet season is a different estimate.

Trades on a Civil Project

Weighted entirely toward site work rather than building trades.

EarthworkCut and fill, haul and import, with swell and shrink stated on the face of the estimate.
ExcavationTrench and structural excavation with shoring, dewatering and rock where the geotechnical report identifies it.
Underground utilitiesSanitary, storm and water by size and depth with structures, bedding and restoration.
SiteworkClearing, grading, drainage, erosion control and the site restoration behind the work.
Asphalt and pavingConverted from area to tonnage at the specified section, with base, subbase and milling on rehabilitation.
ConcreteStructures, headwalls, retaining walls and concrete paving, with formwork measured as its own quantity.
RebarReinforcement in structures and paving, delivered as a bar list with laps carried.
FencingPermanent and temporary fencing, with gates priced individually and posts counted at actual spacing.

What You Receive

  • An estimate in editable Excel, priced against your bid schedule item by item where one exists
  • Earthwork with bank, loose and compacted volumes kept distinct and the conversion factors stated
  • Traffic control and maintenance of traffic quantified by phase rather than as a lump
  • Erosion and sediment control with the maintenance obligation over the project duration carried
  • A marked-up plan set showing where every quantity came from
  • An assumptions schedule, including anything assumed about rock, groundwater and unsuitable material
  • Restoration quantified rather than left to the end
  • The pricing basis and the date that basis was current
Marked-up plan crop

Documents We Need

  • Civil plans — grading, utility, drainage, paving and site plans
  • The bid schedule with items, units and estimated quantities, where the project is unit-price
  • Cross sections and profiles
  • Geotechnical report, for rock, groundwater and unsuitable material
  • Traffic control plans and phasing requirements
  • Erosion and sediment control plan and the permit conditions
  • Existing utility information and any completed locates
  • Specifications, including the applicable DOT or agency standard specifications
  • Restoration requirements and any private property agreements

Tools and Standards

Takeoff platformBluebeam, PlanSwift, Trimble, STACK
Organized byCSI MasterFormat
Cost basisRSMeans, reconciled with supplier quotes and our project history

Quantities, rates and assemblies are read against the published references that govern this work. Where a project specification conflicts with any general reference, the specification governs:

  • The applicable state DOT standard specifications, where the project follows them
  • AASHTO design and materials standards
  • ASTM D698 / D1557 — standard and modified Proctor compaction
  • MUTCD — traffic control device and work zone requirements
  • EPA and state construction general permit requirements for stormwater
  • CSI MasterFormat, or the agency's own bid item structure where one applies

What You Should Send Even If It Is Incomplete

Civil bids are frequently prepared from partial information. These are the items that change the number most, so tell us what you have.

Any subsurface information at all. Even a boring log from an adjacent project narrows the rock and groundwater assumption enormously. Where nothing exists, the assumption goes on the face of the estimate.

The disposal or borrow site. Haul is a cycle cost, so the distance is one of the largest single variables on an earthwork-heavy job. Unidentified means assumed, and an assumed haul distance can be wrong by a multiple.

Utility record drawings, however old. Record drawings for buried utilities are reliably incomplete, and knowing that they are incomplete is itself useful. Conflicts are slow work and the estimate should say what was assumed about them.

The permit conditions. Environmental permits frequently impose monitoring, restricted work windows and specific control measures that are real cost and appear nowhere on the plans.

Phasing and access constraints. Whether the road stays open, whether access has to be maintained to properties, and what hours work is allowed all change productivity more than the quantities do.

Whether the quantities on the schedule are reliable. If you have reason to think an item's estimated quantity is wrong, say so. That changes how the item should be priced regardless of what the schedule says.

Frequently Asked Questions

How do you price unit-price bid schedules?

Item by item on its own basis, against the units and estimated quantities on the schedule. A unit price derived by dividing a total across the schedule is how a civil bid becomes unprofitable on a quantity swing — the quantities will move and your unit price will not.

Do you handle earthwork swell and shrink?

Yes, with bank, loose and compacted volumes kept distinct throughout and the conversion factors stated on the face of the estimate. Carrying one number through all three gives a haul quantity that is short and an import quantity wrong in the opposite direction, and the two errors do not cancel.

Do you price traffic control?

Yes, by phase against the traffic control plan rather than as a lump sum. Maintenance of traffic in a live right of way runs the whole project duration, changes with every stage, and on an urban job can rival a trade package.

What if there's no geotechnical report?

We say so on the face of the estimate and state what was assumed about rock, groundwater and unsuitable material. Those are the three largest variables in civil work, none of them appears on a plan sheet, and an estimate that silently assumes the favourable case on all three is not describing the risk.

Do you include erosion control maintenance?

Yes. Silt fence, inlet protection and sediment basins are installed once and maintained for the entire project with inspection after every rain event — the installation is the small part and the maintenance obligation over a multi-month programme is what gets left out.

Do you estimate restoration?

Yes, explicitly. Pavement, landscape, fencing and private property restoration behind a utility run is real work that finishes last, is estimated least and is frequently where the final dispute on a civil project comes from.

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