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.
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 · SFMass Excavation
Compute unclassified and rock excavation volumes from cross sections and borings, including haul and spoil.
CYStorm Drainage
Take off storm pipe by diameter and depth range, and count inlets, manholes, and headwalls by type.
LF · EAWater & Sewer
Measure water main, fittings, valves, hydrants, sanitary sewer main, manholes, and laterals by length and count.
LF · EARoadway Paving
Compute aggregate base and asphalt pavement by ton or square yard per lift from the roadway section.
TON · SYCurbs & Sidewalks
Take off PCC pavement, curbs, gutters, and sidewalks by area and linear feet from the plan details.
SY · LFErosion Control
Measure silt fence, inlet protection, and other erosion and sediment control items by length, count, or lump sum.
LF · EA · LSTraffic Control
Price maintenance of traffic, signage, pavement markings, and guardrail by lump sum, day, or linear feet.
LS · DAY · LFWhat 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 build a civil estimate for contractors
- 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.
- 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.
- 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.
- 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.
- 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.
- 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 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.
| Section | Line item | Qty | Unit | Ref. |
|---|---|---|---|---|
| 31 23 00 | Unclassified excavation, strip topsoil separate | 18,400 | CY | C-101 |
| 31 23 00 | Structural fill from on-site borrow | 6,250 | CY | C-102 |
| 33 40 00 | RCP storm pipe 24" dia., 0–8 ft depth | 3,250 | LF | C-301 |
| 33 40 00 | Storm inlet, type A, 4 ft depth | 42 | EA | C-302 |
| 32 12 00 | Asphalt pavement, 2" compacted lift | 9,800 | TON | C-401 |
| 32 16 00 | Curb and gutter, 24" type | 5,600 | LF | C-402 |
| 31 25 00 | Silt fence, 36" height | 8,900 | LF | C-501 |
| 33 11 00 | Water main, 8" PVC, 4–6 ft depth | 2,100 | LF | C-601 |
| 33 30 00 | Sanitary sewer, 8" PVC, 6–10 ft depth | 1,850 | LF | C-701 |
| 32 13 00 | PCC pavement, 6" thickness | 4,200 | SY | C-801 |
| 31 25 00 | Inlet protection, type B | 18 | EA | C-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.
| Item | Unit | How it's measured |
|---|---|---|
| Unclassified excavation | CY | Measured by average end area from cross sections, adjusted for topsoil strip and unsuitable material. |
| Storm pipe | LF | Centerline length by diameter and depth range, with bedding and backfill separated. |
| Asphalt pavement | TON | Section area times compacted thickness times unit weight, per lift. |
| Aggregate base | TON or SY | Area times compacted depth, converted using the specified gradation's unit weight. |
| Curb and gutter | LF | Centerline length by type, including transitions and radii. |
| Inlets and manholes | EA | Counted by type, depth range, and frame/grate assembly. |
| Seeding and mulching | AC | Disturbed area outside paving and structures, per the SWPPP limits. |
| Tack and prime coat | GAL | Application rate from the spec times the treated pavement area. |
| Maintenance of traffic | DAY or LS | Duration 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:
| Item | Quantity | Unit |
|---|---|---|
| 24" RCP pipe | 340 | LF |
| Trench excavation | 312.8 | CY |
| Bedding (No. 57 stone) | 27.3 | CY |
| Backfill (native) | 273.1 | CY |
| Storm inlets, type A | 2 | EA |
| Structure excavation | 10.7 | CY |
| Concrete for structures | 1.0 | CY |
| Pavement patch, 2" asphalt | 40.6 | TON |
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
| Material | Typical diameter range | Bedding class | Takeoff impact |
|---|---|---|---|
| Reinforced concrete pipe (RCP) | 12"–96" | Class A, B, or C | Heavier weight may require larger equipment; bedding depth varies by class. |
| High-density polyethylene (HDPE) | 4"–60" | Class I or II | Flexible pipe may allow shallower bedding; deflection checks required. |
| Corrugated metal pipe (CMP) | 12"–120" | Class B or C | Coating type (galvanized, aluminized) affects price; not for sanitary. |
| Polyvinyl chloride (PVC) | 4"–36" | Class I or II | Lightweight; bedding depth less critical; solvent weld or gasket joints. |
| Asphalt concrete (flexible) | N/A | N/A | Measured by TON per lift; compaction factor and waste separate. |
| Portland cement concrete (rigid) | N/A | N/A | Measured by SY or CY; joint sealant and dowels as separate lines. |
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 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.