Scope Precision EstimateContact Us

Civil Estimating Services

Send your civil plan set and specs. We return a CSI-organized Excel and PDF takeoff with marked-up drawings, quantities by pay item, and ZIP-adjusted pricing.

24–48 hours for most projectsTypical turnaround
Excel + marked-up PDFsOrganized by CSI section
ZIP-code pricingLocal material and labor
Price confirmed firstBefore any work starts
Sample estimate sheet
Division 31/33 — Civil & InfrastructureSample format
Line itemQtyUnitQuantity
Unclassified excavation18,400CY18,400 CY
RCP storm pipe 24" dia.3,250LF3,250 LF
Asphalt pavement 2" lift9,800TON9,800 TON
Curb & gutter 24"5,600LF5,600 LF
Storm inlets42EA42 EA
Total measured quantities—
Illustrative quantities. Waste factor applied as a separate line.
Trench backfill separated

What is civil estimating?

Civil estimating measures and prices heavy civil and infrastructure scope by CSI MasterFormat division, using units like CY, LF, TON, and SY. The deliverable is an auditable Excel workbook with formulas, a PDF for review, and a marked-up plan set showing quantity sources.

  • Units include CY, LF, TON, SY, and EA for civil pay items.
  • Typical waste factors range from 5–10% for pipe and 10–15% for concrete.
  • The most common costly miss is rock excavation not separated from unclassified excavation.

Civil estimating services cover the heavy civil and infrastructure scope that sits outside the building envelope: mass grading, storm drainage, water and sanitary utilities, roadway paving, and the erosion and traffic control that holds the site together. You need this takeoff when you are bidding a public or private civil package and the plans are organized by pay item rather than by CSI division, or when the engineer's estimate is thin and you need a second set of quantities before you set your number.

Deliverable
Excel estimate + marked-up PDF plans
Organized by
CSI MasterFormat section
Turnaround
24–48 hours for most projects
Pricing
ZIP-code-adjusted material and labor pricing
Software
Bluebeam Revu, PlanSwift, RSMeans data

We take off directly from the grading and drainage plan, utility profiles, roadway sections, and the erosion control sheets, then organize everything by CSI MasterFormat division and section, with Division 31 work such as earthwork takeoff, cut and fill, and aggregate base course separated from Division 33 work such as site utilities, storm sewer plan quantities, and sediment basin excavation. Every pipe run is measured by diameter and depth range, every structure is counted by type, and every pavement lift is computed from the section detail rather than a single average thickness. The result is an Excel workbook with formulas you can audit, a PDF for review, and a marked-up plan set showing where each quantity came from.

If your project also includes vertical work, the civil package usually runs alongside sitework estimating, concrete estimating, and demolition estimating. We can price all of them in one pass so the divisions reconcile instead of overlapping. Turnaround is 24–48 hours for most civil packages, with rush available when a bid date moves up.

As a civil estimating company, we read plan and profile sheets, utility plans, and roadway cross sections the same way your superintendent will in the field. Developers use the bid estimate to test pro formas, general contractors use it to level subcontractor quotes, and subcontractors use it to check the quantities behind a unit-price schedule before signing.

Services

What our civil takeoff services include

The scope below is the heavy civil core: everything measured from the grading, drainage, utility, and roadway sheets. We separate pay items the way the bid form asks for them, so trench backfill does not get buried inside structural fill and rock does not get averaged into unclassified excavation.

Clearing & Grubbing

Measure and price site clearing, grubbing, and topsoil stripping by area from the limits of disturbance.

AC · SF

Mass Excavation

Compute unclassified and rock excavation volumes from cross sections and borings, including haul and spoil.

CY

Storm Drainage

Take off storm pipe by diameter and depth range, and count inlets, manholes, and headwalls by type.

LF · EA

Water & Sewer

Measure water main, fittings, valves, hydrants, sanitary sewer main, manholes, and laterals by length and count.

LF · EA

Roadway Paving

Compute aggregate base and asphalt pavement by ton or square yard per lift from the roadway section.

TON · SY

Curbs & Sidewalks

Take off PCC pavement, curbs, gutters, and sidewalks by area and linear feet from the plan details.

SY · LF

Erosion Control

Measure silt fence, inlet protection, and other erosion and sediment control items by length, count, or lump sum.

LF · EA · LS

Traffic Control

Price maintenance of traffic, signage, pavement markings, and guardrail by lump sum, day, or linear feet.

LS · DAY · LF

What every civil estimating takeoff includes

  • Site clearing and grubbing by SF or AC from the limits of disturbance
  • Unclassified and rock excavation by CY from cross sections and borings
  • Structural fill, backfill, and embankment by CY from the grading plan
  • Storm drainage pipe by diameter and depth range from the profiles
  • Storm structures (inlets, manholes, headwalls) counted by type
  • Water main, fittings, valves, and hydrants by LF and EA
  • Sanitary sewer main, manholes, and laterals by LF and EA
  • Aggregate base and asphalt pavement by TON or SY per lift
  • PCC pavement, curbs, gutters, and sidewalks by SY and LF
  • Erosion and sediment control by LF, EA, and LS
  • Traffic control and maintenance of traffic by LS or DAY
  • Pavement markings, signage, and guardrail by LF and EA
How we work

How we build a civil estimate for contractors

  1. Plan and profile reviewWe start on the grading and drainage plan, then work the utility profiles station by station. Each pipe run is logged with diameter, material, slope, and invert elevations so the depth range is set before any length is measured. Structures are tagged on the plan and matched to their detail sheet.
  2. Earthwork by cross sectionExcavation and fill are computed from cross sections or the grading surface, not from a single average depth. We strip topsoil as a separate line, separate unsuitable material, and classify rock only where the borings or the geotech report support it. Haul and spoil are calculated from the cut-fill balance.
  3. Pipe and structure measurementStorm, water, and sanitary runs are measured by diameter and depth band, with trench excavation, bedding, and backfill each carried as its own line. Manholes and inlets are counted by type and depth, and the frame, cover, and any drop connection are listed separately so nothing hides in the pipe price.
  4. Pavement and flatworkWe read the typical section, then compute base and each asphalt lift by area and compacted thickness. Concrete pavement is measured by SY with joint sealant and dowel bars as separate lines. Curb, gutter, sidewalk, and ADA ramps are taken off by type and length, including radii and transitions.
  5. Erosion, traffic, and closeoutSilt fence, inlet protection, and construction entrances are measured from the SWPPP sheets, and permanent seeding is separated from temporary stabilization. Traffic control is priced from the MOT plan duration. We finish by reconciling every line back to the bid form and flagging any pay item the plans show but the form omits.
  6. Quality check and deliveryA senior estimator reviews the takeoff against the plan sheets and specs, checking unit conversions, waste factors, and depth band assignments. We then assemble the Excel workbook with formulas, the PDF for review, and the marked-up plan set. Any assumptions or unresolved RFIs are listed in a scope memo so you know exactly what is firm and what is an allowance.

What we need from you

  • Civil plan setGrading, drainage, utility, roadway, and erosion control sheets, plus the cover and general notes. Profiles and details are required, not just the plan view.
  • SpecificationsThe civil spec sections for earthwork, pipe materials, paving, and erosion control. Material class and bedding type change the price.
  • Bid formThe pay-item list you are pricing against. We map our quantities to your line numbers so the estimate drops straight into your bid.
  • Geotech reportBorings and the soils report tell us where rock, groundwater, and unsuitable material are likely, which drives excavation classification and dewatering.
  • Project scheduleDuration drives maintenance of traffic, dewatering, and temporary erosion control. A phased MOT plan changes the traffic control quantity.
  • Addenda and RFIsAny addendum or answered RFI that changes pipe size, alignment, or pavement section. We price the current revision, not the original.
Sample output

Sample takeoff format

Every line carries the CSI section, the measured quantity, the unit, and the sheet it came from. This is the same layout you receive in Excel, with the formula visible in each quantity cell.

Sample format — illustrative quantities
SectionLine itemQtyUnitRef.
31 23 00Unclassified excavation, strip topsoil separate18,400CYC-101
31 23 00Structural fill from on-site borrow6,250CYC-102
33 40 00RCP storm pipe 24" dia., 0–8 ft depth3,250LFC-301
33 40 00Storm inlet, type A, 4 ft depth42EAC-302
32 12 00Asphalt pavement, 2" compacted lift9,800TONC-401
32 16 00Curb and gutter, 24" type5,600LFC-402
31 25 00Silt fence, 36" height8,900LFC-501
33 11 00Water main, 8" PVC, 4–6 ft depth2,100LFC-601
33 30 00Sanitary sewer, 8" PVC, 6–10 ft depth1,850LFC-701
32 13 00PCC pavement, 6" thickness4,200SYC-801
31 25 00Inlet protection, type B18EAC-502

Units of measure we use on civil quantity takeoffs

Civil plans mix pay-item units, so we keep the unit attached to every line and note the measurement basis. If the bid form uses a different unit, we convert and show the factor.

ItemUnitHow it's measured
Unclassified excavationCYMeasured by average end area from cross sections, adjusted for topsoil strip and unsuitable material.
Storm pipeLFCenterline length by diameter and depth range, with bedding and backfill separated.
Asphalt pavementTONSection area times compacted thickness times unit weight, per lift.
Aggregate baseTON or SYArea times compacted depth, converted using the specified gradation's unit weight.
Curb and gutterLFCenterline length by type, including transitions and radii.
Inlets and manholesEACounted by type, depth range, and frame/grate assembly.
Seeding and mulchingACDisturbed area outside paving and structures, per the SWPPP limits.
Tack and prime coatGALApplication rate from the spec times the treated pavement area.
Maintenance of trafficDAY or LSDuration from the schedule or phased MOT plan, priced as a lump sum where allowed.

Worked example: storm drainage takeoff from plan and profile

This example shows how we measure a single storm drainage run from a plan and profile sheet. All dimensions are illustrative and do not represent any specific project. The steps follow the order we use on every civil takeoff.

Given (illustrative):

  • 24-inch RCP storm pipe, 320 LF centerline.
  • Depth range: 0–8 ft (from profile inverts and ground line).
  • Two storm inlets, type A, 4 ft deep.
  • Trench width: 4 ft (pipe OD + 2 ft for working room).
  • Bedding: 6 inches of No. 57 stone below pipe.
  • Backfill: native material, compacted to 95%.
  • Pavement patch: 10 ft wide trench through existing asphalt.

Step 1 – Pipe length:

  • Measured centerline from plan: 320 LF.
  • Add 5% for fittings and waste (typical): 320 × 1.05 = 336 LF.
  • Order length rounded to nearest standard length: 340 LF.

Step 2 – Trench excavation:

  • Average depth from profile: 6 ft.
  • Trench volume per LF: 4 ft wide × 6 ft deep × 1 ft = 24 CF/LF.
  • Total volume: 24 CF/LF × 320 LF = 7,680 CF.
  • Convert to CY: 7,680 ÷ 27 = 284.4 CY.
  • Add 10% for over-excavation and unstable soil (typical): 284.4 × 1.10 = 312.8 CY.

Step 3 – Bedding material:

  • Bedding thickness: 0.5 ft.
  • Bedding volume per LF: 4 ft wide × 0.5 ft deep × 1 ft = 2 CF/LF.
  • Total bedding: 2 CF/LF × 320 LF = 640 CF.
  • Convert to CY: 640 ÷ 27 = 23.7 CY.
  • Add 15% for compaction and waste (typical): 23.7 × 1.15 = 27.3 CY.

Step 4 – Backfill:

  • Backfill volume = trench excavation − pipe volume − bedding volume.
  • Pipe volume: π × (1 ft radius)² × 320 LF = 1,005 CF ≈ 37.2 CY.
  • Backfill = 312.8 CY − 37.2 CY − 27.3 CY = 248.3 CY.
  • Add 10% for shrinkage: 248.3 × 1.10 = 273.1 CY.

Step 5 – Structures:

  • Two inlets, type A: count = 2 EA.
  • Excavation for structures: assume 6 ft × 6 ft × 4 ft deep = 144 CF each = 5.33 CY each.
  • Total structure excavation: 2 × 5.33 = 10.7 CY.
  • Concrete for structures: from detail, 0.5 CY each = 1.0 CY total.

Step 6 – Pavement patch:

  • Trench length: 320 LF.
  • Patch width: 10 ft.
  • Area: 320 × 10 = 3,200 SF.
  • Convert to SY: 3,200 ÷ 9 = 355.6 SY.
  • Asphalt tonnage: 2-inch lift, unit weight 145 lb/CF.
  • Volume: 3,200 SF × (2/12) ft = 533.3 CF.
  • Tons: 533.3 × 145 ÷ 2,000 = 38.7 TON.
  • Add 5% compaction/waste: 38.7 × 1.05 = 40.6 TON.

Step 7 – Summary of quantities:

ItemQuantityUnit
24" RCP pipe340LF
Trench excavation312.8CY
Bedding (No. 57 stone)27.3CY
Backfill (native)273.1CY
Storm inlets, type A2EA
Structure excavation10.7CY
Concrete for structures1.0CY
Pavement patch, 2" asphalt40.6TON

These quantities then receive ZIP-code-adjusted pricing from RSMeans data and local supplier quotes. Waste factors are applied as separate lines in the Excel workbook so you can adjust them.

Cost drivers

What moves a civil cost estimating number

Relative impact on a typical estimate for this trade, based on estimator judgment. Select a bar for details.

Scale: 1 = minor, 5 = major relative impact. Estimator judgment, not measured data.
Relative impact 5 / 5

Rock classification

Whether rock is paid as a separate item or included in unclassified excavation changes the unit price more than any other earthwork variable. We read the borings, note the depth and weathering, and carry rock only where the geotech report supports it, then flag the risk in the estimate.

Rock classification

Whether rock is paid as a separate item or included in unclassified excavation changes the unit price more than any other earthwork variable. We read the borings, note the depth and weathering, and carry rock only where the geotech report supports it, then flag the risk in the estimate.

Haul and spoil

Cut-fill balance, haul distance, and disposal site tipping fees drive the offsite trucking line. We compute the net import or export from the grading surface and price haul separately so you can see what a shorter disposal site would save.

Pipe depth and bedding

Deep sanitary or storm runs need trench shields, dewatering, and imported bedding, all of which scale with depth. We band pipe lengths by depth range rather than averaging, because a 14 ft run and a 4 ft run do not share a unit price.

Pavement section

Flexible asphalt and rigid concrete sections price differently even at the same thickness. Lift count, base gradation, and reinforcement change tonnage and placement cost, so we compute each lift from the typical section instead of a single average thickness.

Maintenance of traffic

Lane closures, detours, and flagging on an active roadway are priced by duration and phase. A MOT plan that requires night work or a temporary signal adds cost that a lump-sum line will not capture.

Dewatering and groundwater

Trench depth relative to the groundwater table dictates whether you need sump pumps, wellpoints, or a full dewatering system. We read the boring logs, note the seasonal high groundwater elevation, and add a line for pumps, discharge piping, and any required NPDES permit.

Erosion and sediment control

The SWPPP plan drives the quantity of silt fence, inlet protection, and construction entrances, but the maintenance duration drives the cost. We price installation by LF and EA, then carry a separate line for inspection and BMP maintenance based on the project schedule.

Scope gaps

Common civil scope gaps we catch

Civil bids are lost on the lines that never made it onto the bid form. These are the ones we see most often, and where they hide.

  • Trench backfill and bedding are averaged into structural fill, so the pipe price looks low and the earthwork price looks high. We separate them by depth band on the utility profiles.
  • Rock is carried as unclassified excavation, leaving the contractor exposed if the borings show weathered rock at grade. We classify it from the geotech report and note the assumption.
  • Dewatering and groundwater control disappear because no one prices the pumps, wells, or discharge permits. We read the boring groundwater elevations and add a line where they sit above trench invert.
  • Spoil haul-off and landfill tipping fees are omitted when the cut-fill balance looks neutral. We compute net export from the grading surface and price trucking and disposal separately.
  • Utility potholing and test pits for existing line verification are missing from the plan sheets but required by the spec. We add them as an allowance based on the number of crossings shown.
  • SWPPP inspection and BMP maintenance beyond initial installation is left out of the erosion control line. We price the installation and carry the maintenance duration from the schedule.
  • Permit-required material testing and special inspections are not on the bid form. We list them as a separate allowance so you can decide whether to carry them.
  • Temporary pavement restoration and permanent patch-back after utility trenching are often omitted. We measure the trench length by width and add a line for full-depth patch, including sawcut and tack coat.
  • Coordination with existing utilities, including test pits, dielectric testing, and cathodic protection, is not priced. We add an allowance for potholing and any required corrosion control based on the number of crossings.

Pipe and pavement materials: what changes the takeoff

Pipe and pavement selection drives both quantity measurement and unit pricing. The table below compares common options on the axes that matter for takeoff.

MaterialTypical diameter rangeBedding classTakeoff impact
Reinforced concrete pipe (RCP)12"–96"Class A, B, or CHeavier weight may require larger equipment; bedding depth varies by class.
High-density polyethylene (HDPE)4"–60"Class I or IIFlexible pipe may allow shallower bedding; deflection checks required.
Corrugated metal pipe (CMP)12"–120"Class B or CCoating type (galvanized, aluminized) affects price; not for sanitary.
Polyvinyl chloride (PVC)4"–36"Class I or IILightweight; bedding depth less critical; solvent weld or gasket joints.
Asphalt concrete (flexible)N/AN/AMeasured by TON per lift; compaction factor and waste separate.
Portland cement concrete (rigid)N/AN/AMeasured by SY or CY; joint sealant and dowels as separate lines.
Codes and standards

Codes, standards, and specifications that affect civil quantities

Model codes

Civil work is governed by a mix of model codes and local amendments. The International Building Code (IBC) and International Residential Code (IRC) set site development requirements, but for infrastructure you rely more on the International Plumbing Code (IPC) or Uniform Plumbing Code (UPC) for water and sewer, and the International Energy Conservation Code (IECC) rarely applies outside buildings. Storm drainage is often regulated by local stormwater manuals. The National Electrical Code (NEC) applies to pump stations and lighting. Confirm the adopted code editions with the local building department, because they change pipe material allowances, minimum slopes, and trench backfill requirements. For example, IPC Chapter 7 governs sanitary drainage, and its slope tables directly affect trench depth and therefore excavation quantities.

Industry standards

ASTM standards define pipe, bedding, and testing. ASTM C76 covers RCP, ASTM D3034 covers PVC sewer pipe, and ASTM D2321 covers installation of thermoplastic pipe. ACI 318 and ACI 350 apply to concrete structures like manholes and headwalls, and their reinforcement requirements change concrete and steel quantities. For asphalt, ASTM D3515 and AASHTO T245 govern mix design and compaction. These standards dictate the material specifications you must price, and they often include testing frequencies that become separate line items.

Specification sections

On a civil project, the CSI sections that most affect cost are Division 31 (Earthwork), Division 33 (Utilities), and Division 32 (Exterior Improvements). Within Division 31, Section 31 23 00 Excavation and Fill defines how rock is classified and how backfill is compacted. In Division 33, Section 33 40 00 Storm Drainage specifies pipe material, bedding class, and joint type, each of which changes the unit price. Division 32, Section 32 12 00 Flexible Paving, defines lift thickness and mix design, which drives tonnage. You must read these sections closely because they often contain measurement and payment clauses that override the plans.

Local amendments

Local jurisdictions adopt model codes with amendments that vary widely. Some areas require deeper trench backfill compaction testing, others restrict certain pipe materials in corrosive soils, and many have specific erosion control requirements. The adopted edition of the code can be several cycles behind the model code, so always verify with the local building department. For example, a jurisdiction may still use the 2015 International Plumbing Code while the state has adopted the 2021 version. These differences affect quantities and pricing, so we confirm the applicable code edition before finalizing any estimate.

Who we provide estimates for

Who uses this outsourced civil estimating work

General contractors

You need civil quantities that reconcile with your vertical takeoff and your bid form. We map every line to your pay item numbers so the number drops into your estimate without re-keying.

Civil subcontractors

You bid earthwork, utilities, or paving and need a second set of quantities before you commit. Our depth-banded pipe and cross-section earthwork give you a check against your own takeoff.

Developers and owners

You are comparing site budgets before design is complete. We price the current revision and flag the assumptions, so you can see which scope is firm and which is still an allowance.

Public agencies

You need an independent engineer's estimate or a check on a low bid. We organize by pay item and show the measurement basis for each quantity, which makes the review straightforward.

Where we provide estimates

Civil Estimating in 20 states

Pricing is adjusted to the project ZIP code. Select a highlighted state to see the cities we cover there.

States we coverSelected
TX

Civil Estimating in Texas

Nation's largest construction market; Sun Belt population growth, data centers, semiconductor plants, and single-family home building.

Texas estimating services
Property types

Civil project types and what changes in the takeoff

Civil estimating covers a wide range of infrastructure work, but the measurement approach shifts with the project type. These are the common ones we see.

Subdivision roadway and drainage

Mass grading by cross section, pipe by depth band, pavement by lift, curb by LF.

Watch for: Phasing and MOT duration; utility conflicts; rock classification from borings.

Public roadway widening

Lane-mile quantities, MOT by phase, pavement by lane, guardrail by LF.

Watch for: Maintenance of traffic hours; night work; existing pavement milling depth.

Stormwater management facility

Pond excavation by CY, outlet structure by EA, riprap by TON, seeding by AC.

Watch for: Groundwater elevation; spoil haul distance; permanent vs. temporary stabilization.

Water and sewer main replacement

Pipe by diameter and depth, trench backfill separated, pavement patch by SY.

Watch for: Existing utilities; potholing; dewatering; corrosion control.

Site development for commercial

Clearing by SF, cut/fill by CY, parking pavement by SY, storm drainage by LF.

Watch for: Cut-fill balance; unsuitable material; SWPPP maintenance duration.

Industrial park infrastructure

Heavy-duty pavement by TON, rail spur earthwork, utility corridors by LF.

Watch for: Compaction requirements; subgrade stabilization; coordination with building pad.

Airport apron and taxiway

PCC pavement by SY, joint sealant by LF, lighting conduit by LF.

Watch for: FAA specifications; phasing; security badging and escort costs.

Bridge approach and culvert

Structural excavation by CY, culvert pipe by LF, headwall by EA, riprap by TON.

Watch for: Scour countermeasures; stream diversion; environmental permit windows.

Deliverables

What you receive

  • Excel workbook organized by CSI MasterFormat division and section, with a visible formula in every quantity cell.
  • PDF takeoff for review and distribution to your estimating team.
  • Marked-up plan set showing pipe runs, structure tags, and pavement areas color-coded by pay item.
  • Depth-banded pipe schedule with diameter, material, length, and bedding class for each run.
  • Earthwork summary showing cut, fill, topsoil strip, unsuitable material, and net import or export.
  • ZIP-code-adjusted material and labor pricing attached to each line, using RSMeans data and local supplier input.
  • Scope-gap memo listing pay items the plans show but the bid form omits, with a recommended allowance.
Checklist

Pre-bid civil bid takeoff checklist

  • Verify plan revision and addenda dates match bid documents
  • Confirm pipe material and bedding class from specifications
  • Check geotech report for rock depth and groundwater elevation
  • Review cut-fill balance and calculate net import/export
  • Measure trench lengths by diameter and depth range
  • Count structures by type and depth; include frames and covers
  • Compute pavement lifts from typical section, not average thickness
  • Measure curb, gutter, and sidewalk by type and length
  • Take off erosion control items from SWPPP sheets
  • Price maintenance of traffic from MOT plan duration
  • Identify utility conflicts and potholing requirements
  • List permit-required testing and special inspections as allowances
Client reviews

What clients say about Scope Precision Estimate

10 client reviews
AW
Andrew WilsonGeneral Contractor

Highly recommended for construction cost estimating. The quantities were accurate, the pricing was well organized, and the final report was easy to review.

MD
Matthew DavisConstruction Manager

Their construction estimate was thorough and professionally prepared. It made our budgeting process much easier and helped us identify potential cost issues early.

CM
Christopher MillerResidential Builder

We needed a quick and accurate construction cost estimate, and they delivered exactly what we needed. Great attention to detail and a very responsive team.

BT
Brian TaylorProject Estimator

Fast, accurate, and dependable estimating service. They understood the project requirements quickly and provided a detailed estimate without unnecessary delays.

RW
Robert WilliamsEstimating Manager

Professional and reliable estimating service. The detailed quantity takeoff helped us reduce pricing errors and submit our proposal on time.

JR
James RichardsonConstruction Project Manager

Excellent construction estimating service. The team provided a comprehensive takeoff and cost breakdown that saved us hours of manual work.

FAQ

Civil Estimating questions

How do you handle rock excavation when the borings are inconclusive?

We read the geotech report and note the depth and weathering of rock. If the borings show rock at or near grade, we carry a separate rock excavation line and flag it as an assumption. If the data is inconclusive, we price unclassified excavation and add a note in the scope memo that rock, if encountered, will be priced as an extra. This gives you a firm number for bidding while protecting you from a surprise. We also check the specifications for the rock definition, such as rippable versus unrippable, and apply the appropriate unit price.

What is your typical turnaround for a civil takeoff?

Most civil packages are returned in 24–48 hours. The exact time depends on the number of sheets and the complexity of the utility profiles. Rush service is available if your bid date moves up. We will confirm the schedule when we receive your plans so you know when to expect the deliverables. For large projects with multiple disciplines, we may stage the delivery, starting with the critical path items. You will receive an email with the Excel and PDF files, plus marked-up plans.

Do you separate trench backfill from structural fill?

Yes. We measure trench excavation, bedding, and backfill as separate lines for each pipe run, banded by depth range. This prevents the common error of averaging trench backfill into structural fill, which distorts both the pipe price and the earthwork price. Your bid form will show these as distinct pay items if required. We also track the source of backfill material, whether on-site or import, and apply the appropriate compaction factors.

How do you price maintenance of traffic?

We price MOT from the duration and phasing shown on the MOT plan. If the plan requires lane closures, detours, or flaggers, we build those into the line. We also check whether night work or temporary signals are required, as those add cost. If the bid form allows a lump sum, we provide a single number; otherwise we price by day. We also include temporary signage, arrow boards, and crash cushions if specified.

Can you take off from a PDF plan set, or do you need CAD files?

We work from PDF plan sets, including scanned drawings. We use Bluebeam Revu to measure and mark up the plans. CAD files are helpful but not required. If you have a BIM model, we can extract quantities from it, but we always verify against the plan sheets. For scanned drawings, we scale the sheets and cross-check dimensions with the stated dimensions to ensure accuracy. We also note any discrepancies in the scope memo.

What deliverables do I receive?

You receive an Excel workbook organized by CSI MasterFormat division and section, with a formula in every quantity cell. We also provide a PDF takeoff for review, a marked-up plan set showing where each quantity came from, and a scope memo listing assumptions and any pay items the plans show but the bid form omits. The marked-up plans use color-coded highlights for different scopes, such as pipe, structures, and pavement. All files are delivered via a secure link.

How do you handle dewatering and groundwater?

We read the boring logs and note the seasonal high groundwater elevation. If the groundwater table is above the trench invert, we add a line for dewatering equipment, discharge piping, and any required NPDES permit. The cost depends on the depth and duration, so we price it separately and note the assumption in the scope memo. We also consider the soil permeability from the geotech report and whether wellpoints or deep wells are needed.

Do you provide pricing, or just quantities?

We provide both. Every quantity line is priced using ZIP-code-adjusted material and labor rates from RSMeans data and local supplier input. You can see the unit price, the extended price, and the waste factor applied. If you prefer to use your own pricing, we can deliver quantities only. We also include a separate tab for sales tax and any applicable fuel adjustments. Our pricing is transparent so you can audit every line.

What if the bid form uses different units than the plans?

We convert to the units on your bid form and show the conversion factor in the workbook. For example, if the plans show pipe in LF but the bid form asks for TON, we calculate the weight from the pipe diameter and material density. The conversion is transparent so you can audit it. We also handle conversions for area (SF to SY), volume (CF to CY), and weight (LB to TON). All conversions are documented in the scope memo.

How do you account for waste and compaction factors?

We apply waste and compaction factors as separate lines in the Excel workbook, not buried in the unit price. Typical factors are 5–10% for pipe, 10–15% for bedding, and 5–10% for asphalt. You can adjust these factors if your experience differs, and the formulas will update automatically. We also note the basis for each factor, such as industry standards or your historical data, so you can justify them in your bid.

Can you estimate a project that is still in design?

Yes. We can work from preliminary plans and provide a conceptual estimate with allowances for undefined scope. We will flag the assumptions and note which items are firm and which are allowances. As the design progresses, we can update the takeoff and refine the numbers. We typically use a range of low, mid, and high unit prices for allowances to help you set a contingency. We also track design changes and update quantities accordingly.

What information do you need to start?

We need the civil plan set (grading, drainage, utility, roadway, and erosion control sheets), the specifications for those sections, the bid form, the geotech report, and the project schedule. Addenda and answered RFIs are also helpful. You can send files via our secure upload link or email. If any documents are missing, we will let you know and note the assumptions in the scope memo. The more information you provide, the more accurate the estimate.

Do you provide civil takeoff services for sitework and utility packages only?

Yes. You can send just the grading, utility plan, and storm sewer plan sheets and we will return a civil quantity takeoff for CSI MasterFormat Division 31 and Division 33 scope: clearing, cut and fill in cubic yards, storm and sanitary pipe by diameter and depth band, structures, aggregate base course, asphalt paving, and concrete curb and gutter. If the package also includes building work, we can price it in the same pass so the divisions reconcile.

How does outsourced civil estimating handle a design that is still changing?

We take off the current issued set and tag each line to the sheet and revision it came from, so when a revised utility plan or plan and profile sheet arrives we update only the affected runs and structures. You get a revised bid estimate with a change log rather than a full re-takeoff. For early design, we can carry allowances for pipe size, trench depth, and sediment basin volume and flag them for confirmation once the drawings are further along.

Can you produce a civil estimate for contractors that matches our bid form units?

Yes. If the bid form pays linear feet of pipe by size, we report linear feet by size. If it pays cubic yards of trench excavation, we convert from the profile depth bands and show the conversion. We also check the specification sections against the pay items, including any fire protection or NFPA 13 scope that a site building may carry, so nothing is bid in the wrong unit or left unpriced.

RH

Reviewed by Ryan H.

Senior Estimator, 15+ years in construction estimating and cost planning. is a Senior Estimator with more than 15 years of professional experience in construction estimating and cost planning.

  • Construction cost estimating
  • Quantity takeoffs
  • Material and labor cost analysis
  • Bid preparation and evaluation
  • Drawing and specification review
  • Project budgeting

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Send your civil plans for a takeoff

Upload your plan set and specs to receive a CSI-organized Excel and PDF takeoff with marked-up drawings and ZIP-adjusted pricing.

  1. We review the set and check for missing sheets or addenda.
  2. You get a quote with a price and a delivery date.
  3. You approve and we start the takeoff.
  4. You receive the Excel estimate and marked-up plans.
Upload plans for a quote
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