An asphalt and paving estimate is only as good as the section it is built from. A 2 in surface course over 6 in of aggregate base prices differently than full-depth asphalt, and the difference shows up in tons, truckloads and compaction passes — not in a square-foot number. We take off the paving package the way an asphalt paving estimator does: by pavement section, mix gradation and lift thickness, then by striping count, curb length and drainage adjustments that ride with the paving limits.
- 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
You need this takeoff when you are bidding a parking lot, driveway, roadway or pad, comparing paving subcontractor quotes, or setting a budget before design is final. The scope usually spans Division 31 for subgrade prep, undercut and base, and Division 32 for asphalt, concrete paving, curb, markings, signage and restoration. If your package also carries earthwork balance or utility relocations, those sit in our Excavation & Earthwork Estimating and Site Utilities Estimating scopes and are priced separately so the paving number stays clean.
Our takeoff is organized by CSI MasterFormat division and section, with quantities in the units your subcontractors bid in: short tons of asphalt by mix type and lift, SY of pavement by section, LF of curb and gutter, EA for inlets and signs, GAL of tack and prime coat, and CY of excavation and base aggregate. Marked-up plan sets come back with the takeoff so you can see exactly which sheet and detail each line came from. Most packages return in 24–48 hours, with rush available.
We also work from cross sections and the paving schedule when the plan set includes them, and we flag where a yield check on hot mix asphalt or warm mix asphalt is needed before you commit to a bid estimate. For reclaimed asphalt pavement (RAP) or asphalt millings used in the subbase or binder course, we take off the quantity separately so your bid reflects the material actually specified. If your job also includes sealcoating estimating or asphalt repair estimating, send those sheets in the same package and we will carry them as separate line items. As an outsourced asphalt paving estimating company, we return a takeoff you can drop straight into your bid form, and our Sitework Estimating Services page shows how the paving scope sits alongside the rest of the site package.
What the asphalt paving takeoff covers
The takeoff follows the pavement from subgrade to stripe. We measure the paving limits on the site plan, break the area into sections by pavement type and depth, then apply the mix design, compaction and waste factors the spec calls for. Base, curb, drainage adjustments, markings and signage are taken off as their own line items so nothing hides inside a lump-sum square-foot price.
Subgrade Prep
Proof-roll, scarify, moisture-condition and compact subgrade to geotech density; remove and replace unsuitable material.
SY · CY · LSAggregate Base
Crushed stone, RAP or cement-treated base measured by depth and compacted volume with typical waste.
CY · SY · TONAsphalt Paving
Surface and base courses by mix gradation and lift thickness, including full-depth sections for truck areas.
TON · SYConcrete Paving
Slab on grade with reinforcement and joint layout for aprons, dumpster pads and heavy-duty areas.
SY · CY · LFCurb & Gutter
Concrete curb and gutter, curb only, header curb and monolithic transitions measured by linear foot.
LF · CYPavement Markings
Stalls, ADA aisles, arrows, stop bars, fire lanes and crosswalks counted and priced by marking type.
EA · LF · GALSignage & Posts
ADA, stop and directional signs with posts and concrete footings, including excavation and backfill.
EA · CYDemo & Restoration
Saw-cut, demolition and haul-off of existing pavement; erosion control, topsoil, seed and mulch restoration.
SY · CY · LFWhat every asphalt & paving estimating takeoff includes
- Subgrade proof-roll, scarify, moisture-condition and compact to geotech density
- Unsuitable material removal and undercut replacement with imported fill or base
- Aggregate base course by depth: crushed stone, RAP base or cement-treated base
- Prime coat and tack coat measured in gallons per square yard
- Asphalt surface course by mix gradation and lift thickness
- Asphalt base course and full-depth asphalt sections for truck-loading areas
- Concrete pavement slab on grade with reinforcement and joint layout
- Concrete curb and gutter, curb only, header curb and monolithic transitions
- Pavement markings: stalls, ADA aisles, arrows, stop bars, fire lanes, crosswalks
- Signage, posts and concrete footings for ADA, stop and directional signs
- Saw-cut, demolition and haul-off of existing pavement
- Erosion control, inlet protection, topsoil, seed and mulch restoration
How we take off a paving package
- Set the paving limitsWe trace the paving limits on the site plan in Bluebeam Revu, separating parking fields, drive aisles, entrances, truck courts and aprons. Limits are checked against the striping plan and the grading plan, because paving often stops at a different line than the property or curb line. Areas that change section — say 2 in surface over 6 in base versus full-depth — are split into separate measurement groups before any quantity is calculated.
- Break out pavement sectionsEach section is matched to its typical detail: mix gradation, lift thickness, binder and surface courses, and base type. A 12.5 mm surface over 19 mm base at 2 in each is a different tonnage than a single 3 in lift. We record the compacted unit weight and the waste factor from the spec or the geotech report, then calculate tons per section. Sections with no typical detail are flagged as a question before pricing.
- Calculate base and subgradeBase aggregate is measured by area times compacted depth, converted to CY and to tons where the supplier bids by weight. Undercut is taken from the geotech borings and the plan limits, with imported fill or aggregate replacement priced as its own line. Proof-roll, scarify and compaction passes are carried as separate items so a bid that omits them is visible side by side.
- Take off curb, drainage and edgesCurb and gutter, header curb and monolithic curb are measured in LF by profile, with transitions and radius sections counted separately where the detail changes. Inlet rim raises, grate replacements and area drain adjustments are counted at each structure that falls inside the paving limits. Pavement edge conditions — free edge, curb, or concrete header — are tied to the section they border.
- Count markings and signageStriping is taken from the striping plan, not the paving plan: stall lines, ADA access aisles, hatched areas, arrows, stop bars, fire lanes and crosswalks. Paint is measured in LF by width, thermoplastic and tape in LF or SF per the spec, and ADA signs, posts and detectable warning panels are counted each. Stall counts are reconciled against the parking schedule and the ADA stall table.
- Apply waste, compaction and pricingWaste and compaction factors are applied as visible lines, not buried in the unit price: typical asphalt waste runs a few percent and base aggregate higher, but the spec governs. Quantities are priced with ZIP-code-adjusted material and labor from RSMeans data, and trucking, disposal fees and short-load minimums are carried where the pour or load size triggers them.
- Mark up and deliverEvery line is tagged to the sheet and detail it came from, and the marked-up plan set is returned with the takeoff. You get Excel and PDF organized by CSI MasterFormat division, with a summary by section and a separate list of assumptions and exclusions. Turnaround is 24–48 hours for most packages, with rush available when a bid date is close.
What to send us
- Site and paving plansThe civil set showing paving limits, sections and typical details. These set the area and depth for every ton and SY in the takeoff.
- Striping planMarking layout with stall counts, ADA aisle locations, arrows and fire lanes. Without it, striping is guessed from the paving plan and usually comes up short.
- Grading and drainage plansNeeded for inlet rim raises, grate replacements, undercut limits and the tie between paving and storm structures.
- Geotech reportGives the subgrade density, undercut depth and base recommendation. It drives proof-roll, unsuitable material removal and base thickness.
- SpecificationsThe Division 31 and 32 sections name the mix gradations, lift thicknesses, application rates and testing requirements we price against.
- Bid form or scheduleIf the GC or owner requires quantities in specific units or line order, send it so the takeoff maps to the form you have to submit.
- Existing pavement dataFor resurfacing or mill-and-overlay scope, send the pavement condition survey, core depths and mill depth so saw-cut and haul-off are priced correctly.
Sample takeoff format
A representative slice of a parking lot package takeoff, showing how sections, base, curb and markings are listed as separate lines with sheet references.
| Section | Line item | Qty | Unit | Ref. |
|---|---|---|---|---|
| 31 23 16 | Excavation, unsuitable subgrade removal, 12 in depth | 1,240 | CY | C-201 |
| 31 23 23 | Imported fill, undercut replacement, compacted in 8 in lifts | 980 | CY | C-201 |
| 32 11 23 | Aggregate base course, crushed stone, 6 in compacted | 18,400 | SY | C-301 |
| 32 12 16 | Asphalt base course, 19 mm, 2 in lift | 1,620 | TON | C-302 |
| 32 12 16 | Asphalt surface course, 12.5 mm, 2 in lift | 1,620 | TON | C-302 |
| 32 12 16 | Tack coat, SS-1h, applied at 0.05 gal/SY | 920 | GAL | C-302 |
| 32 16 13 | Concrete curb and gutter, 24 in, including transitions | 2,150 | LF | C-401 |
| 32 17 23 | Stall striping, 4 in white paint | 420 | EA | C-501 |
| 32 17 23 | ADA access aisle striping and hatching | 18 | EA | C-501 |
| 32 17 23 | Fire lane striping, 6 in red paint | 640 | LF | C-501 |
| 32 17 23 | Directional arrows and stop bars | 26 | EA | C-501 |
| 32 17 23 | ADA parking signs with posts and concrete footings | 18 | EA | C-501 |
| 32 92 19 | Topsoil, seed and mulch restoration | 1,850 | CF | L-101 |
Units of measure used in the takeoff
Each line is measured in the unit the paving or striping subcontractor bids in, so you can drop the quantities straight into a bid form or quote comparison.
| Item | Unit | How it's measured |
|---|---|---|
| Asphalt surface and base course | TON | Short tons by mix gradation and lift, from area × depth × compacted unit weight |
| Pavement area by section | SY | Square yards of finished pavement per section type, measured to the paving limits |
| Seal coat and striping area | SF | Square feet of pavement surface receiving seal coat or markings |
| Curb, gutter, edge and header | LF | Linear feet along the curb line, broken out by profile and cross-section |
| Excavation, undercut and base | CY | Cubic yards in place, with swell or compaction factor applied per the spec |
| Inlets, signs, wheel stops, bollards | EA | Counted each from the drainage, signage and site furnishing plans |
| Striping and crack seal | LF | Linear feet of paint or sealant along the marking layout |
| Tack coat and prime coat | GAL | Gallons from application rate in gal/SY times the treated area |
| Reinforcing steel in flatwork | LB | Pounds from bar size, spacing and lap length on the paving details |
| Topsoil and mulch restoration | CF | Cubic feet from area × depth for disturbed turf restoration |
Worked example: taking off a 2 in asphalt overlay on a 120 ft × 240 ft parking lot
This example walks through a small mill-and-overlay scope so you can see every calculation, conversion and waste step. All dimensions and quantities are illustrative — your plans and specs will govern.
Given (illustrative):
- Parking area: 120 ft × 240 ft = 28,800 SF
- Existing asphalt to remain; 2 in mill depth
- New surface course: 12.5 mm mix, 2 in compacted lift
- Tack coat: SS-1h at 0.05 gal/SY
- Stall striping: 4 in white paint, 60 stalls (double-loaded, 30 per side)
- ADA: 3 accessible stalls with 5 ft access aisle, 3 signs
Step 1 — Area and conversions
- Area = 120 ft × 240 ft = 28,800 SF
- Convert to SY: 28,800 SF ÷ 9 SF/SY = 3,200 SY
- Convert to acres: 28,800 SF ÷ 43,560 SF/acre = 0.66 acre
Step 2 — Mill and haul-off
- Mill volume = 28,800 SF × (2 in ÷ 12 in/ft) = 4,800 CF
- Convert to CY: 4,800 CF ÷ 27 CF/CY = 177.8 CY
- Apply 10% waste/overmill (illustrative): 177.8 × 1.10 = 195.6 CY
- Haul-off: 195.6 CY ÷ 20 CY per truck = 9.8 loads → round to 10 loads
Step 3 — Asphalt surface course
- Compacted volume = 28,800 SF × (2 in ÷ 12) = 4,800 CF
- Asphalt unit weight (typical): 145 lb/CF
- Tons = (4,800 CF × 145 lb/CF) ÷ 2,000 lb/ton = 348.0 tons
- Apply 5% waste (typical): 348.0 × 1.05 = 365.4 tons
- If split into two 1 in lifts, add a second tack coat and roller pass — same tons, more labor.
Step 4 — Tack coat
- Treated area = 3,200 SY
- Gallons = 3,200 SY × 0.05 gal/SY = 160.0 gal
- Add 5% waste: 160.0 × 1.05 = 168.0 gal
Step 5 — Striping
- Stall lines: 60 stalls → 60 lines × 9 ft average length = 540 LF
- Paint volume: 540 LF × (4 in ÷ 12) = 180 SF of paint
- ADA access aisle: 3 aisles × 20 LF = 60 LF of hatching
- Signs: 3 EA with posts and footings
Step 6 — Summary table
| Item | Qty | Unit |
|---|---|---|
| Mill and haul-off | 195.6 | CY |
| Asphalt surface 12.5 mm | 365.4 | TON |
| Tack coat SS-1h | 168.0 | GAL |
| Stall striping | 540 | LF |
| ADA aisle hatching | 60 | LF |
| ADA signs | 3 | EA |
Step 7 — Pricing note We apply ZIP-code-adjusted material and labor rates from RSMeans data, and carry trucking, disposal fees and short-load minimums as separate lines. The marked-up plan set shows the limits and sections used for each quantity.
What moves the asphalt paving cost estimating
Relative impact on a typical estimate for this trade, based on estimator judgment. Select a bar for details.
Pavement section
Full-depth asphalt, aggregate base with asphalt surface, and concrete pavement carry very different tonnages and unit costs. The section also sets how many lifts and compaction passes the crew prices, so a change from 6 in to 8 in of base moves both material and placement labor.
Full-depth asphalt, aggregate base with asphalt surface, and concrete pavement carry very different tonnages and unit costs. The section also sets how many lifts and compaction passes the crew prices, so a change from 6 in to 8 in of base moves both material and placement labor.
A 19 mm base mix and a 9.5 mm surface mix price differently per ton, and thin lifts cost more per ton to place than thick ones. Splitting a 4 in section into two 2 in lifts adds a tack coat, a second paving pass and a second roller train.
Soft or variable subgrade triggers undercut, imported fill, geotextile fabric or cement treatment. The geotech report and proof-roll results drive this, and it is one of the largest swing items between a low and a high paving bid.
Small, irregular or phased areas raise the cost per ton because the paver and roller move more and the loads get shorter. Truck courts, tight drive aisles and occupied lots add staging, flagging and night-work premiums that a square-foot price never shows.
Curb and gutter, header curb and monolithic curb are priced by LF and by profile, and every inlet rim raise or grate replacement inside the paving limits is a separate item. Long free edges need butt joints or edge support that changes the section.
Stall counts, ADA aisle layout, fire lanes, arrows and crosswalks drive paint, thermoplastic and sign quantities. ADA compliance adds detectable warning panels, signage and access aisle striping that are frequently missing from a paving-only takeoff.
Asphalt placement has temperature and weather limits, and winter work or a compressed schedule can force night shifts, temporary pavement or phased openings. Those premiums are carried as separate lines so you can see what the schedule is costing.
Scope gaps we catch
Most paving bid misses are not math errors; they are items that live on a different sheet than the one being priced. These are the ones we check on every package.
- Tack coat and prime coat gallons are left out when the estimator prices only asphalt tonnage. The application rate is in the Division 32 spec and the treated area is on the paving plan; we calculate gallons from both and list them separately.
- Waste and compaction factors are not applied to base aggregate and asphalt. The spec or geotech report gives the factor, and we show it as its own line so a bid that buries it in the unit price is visible.
- ADA stall count, access aisle striping, signage and detectable warning panels are omitted from the striping scope. They sit on the striping plan and the ADA detail sheet, and we reconcile stall counts against the parking schedule.
- Curb, gutter, header and pavement edge transitions are not tied to the paving limits. The curb line often runs past the paving limit or stops short of it, and we measure each profile against the section it borders.
- Saw-cut, demolition and haul-off of existing pavement are not priced on resurfacing jobs. The mill depth and removal limits are on the demolition or phasing plan, and disposal fees and trucking are carried as separate lines.
- Traffic control, phasing and night-work premiums are not carried. The maintenance of traffic notes and the phasing sheet name the closures and flagging required, and we price them against the schedule the owner requires.
- Striping layout and marking quantities are taken from the paving plan instead of the striping plan. The two rarely match, and we take off from the striping plan and note any conflict for an RFI.
- Storm drainage adjustments, inlet rim raises and grate replacements are not coordinated with the paving section. Each structure inside the paving limits is counted, and the rim adjustment is priced to the finished pavement elevation.
- Subgrade proof-rolling, undercut and geotextile fabric are left out of the base scope. The geotech report and the subgrade detail carry these requirements, and we list them as separate items with the depths and limits shown.
- Trucking, disposal fees and the short-load or minimum-load charge for small paving areas are not carried. Load size and haul distance come from the site logistics and the supplier's terms, and we flag areas too small to take a full load.
- Erosion control, inlet protection and final restoration are not included. The SWPPP and the landscape plan set the silt fence, inlet protection, topsoil and seed quantities, and we take them off with the paving disturbance limits.
- Permit-driven inspection and testing costs are not carried. The spec's testing section names the compaction, density and smoothness tests, and we list them so the GC can decide whether to hold them in the paving bid or the general conditions.
Pavement sections and mix types
The materials axis is the pavement section and mix type. Each combination changes tonnage, application rates and the number of lifts, so we take them off as separate lines.
| Section / mix | Typical use | Unit basis | What changes in the takeoff |
|---|---|---|---|
| Full-depth asphalt (19 mm base + 12.5 mm surface) | Truck courts, heavy loading | TON by lift | More tons per SY; two lifts; tack coat between lifts. |
| Aggregate base + asphalt surface | Standard parking lots | SY base + TON asphalt | Base CY and asphalt TON are separate lines; compaction factor applies to base. |
| Concrete pavement (6–8 in slab) | Heavy-duty pads, some drive aisles | SY slab + LB steel | No asphalt tons; reinforcement, joints and curing are separate. |
| RAP base (recycled asphalt pavement) | Base course where spec allows | CY or TON | Confirm gradation and compaction; unit weight differs from crushed stone. |
| Cement-treated base | Weak subgrade, heavy loads | SY or CY | Adds curing time and testing; check spec for thickness and strength. |
| Seal coat (coal tar or asphalt emulsion) | Maintenance or resurfacing | SF or GAL | Application rate drives gallons; crack seal is a separate LF item. |
| Pavement markings (paint, thermoplastic, tape) | Stalls, ADA aisles, fire lanes | LF or EA | Striping plan governs counts; ADA adds signage and detectable warnings. |
Codes and standards that affect the takeoff
Model codes
Parking lot paving touches several model code families even though the pavement itself is not structural. The International Building Code (IBC) and International Residential Code (IRC) set accessibility and site requirements that drive striping, signage and detectable warning quantities. The International Energy Conservation Code (IECC) can affect parking lot lighting and, indirectly, conduit and pole bases that coordinate with paving limits. The NEC applies to parking lot lighting circuits and EV conduit. NFPA 13 is not typically a paving driver, but fire lane widths and turnaround dimensions come from the fire code adopted locally. Confirm the adopted code edition with the local building department before you price ADA counts or fire lane striping.
Industry standards
The standards that change quantities are typically ASTM and ACI. ASTM D692 and D3515 cover asphalt mix design and gradation, which set the mix type and unit weight used to convert volume to tons. ASTM D698 and D1557 give the compaction densities that drive proof-roll and compaction passes. ACI 302 and ACI 330 cover concrete slab design and jointing, which set reinforcement, joint spacing and dowel quantities. ASTM D6433 is the pavement condition survey standard used on resurfacing jobs, and it drives mill depth and repair limits. These standards are cited in the spec, and the estimator must read them to apply the right factors.
Specification sections
The Division 31 and 32 sections are where the cost lives. 31 23 16 Excavation and 31 23 23 Fill set undercut and imported fill quantities. 31 25 00 Erosion and Sedimentation Control sets silt fence and inlet protection. 32 11 23 Aggregate Base Course names the material, depth and compaction. 32 12 16 Asphalt Paving gives the mix gradations, lift thicknesses, tack coat rate and waste factor. 32 16 13 Concrete Curbs sets the profile and LF basis. 32 17 23 Pavement Markings gives paint type, width and application rate, and 32 17 26 covers tape. 32 92 19 Seeding sets restoration quantities. Read each section for the application rates and testing requirements, because those change both material and labor.
Local amendments
Adopted code editions and amendments vary by jurisdiction, and they change quantities in ways the drawings do not always show. A local amendment may require a different ADA stall ratio, a wider fire lane, a specific detectable warning panel type, or a different stormwater treatment for paving disturbance. Some jurisdictions require a separate grading permit that adds inspection and testing costs. Others have frost depth or subgrade requirements that change base thickness. Always confirm the adopted code edition and any local amendments with the local building department, and check whether the project is in a jurisdiction with its own paving or stormwater manual.
Who uses this asphalt paving estimator
General contractors
You need a section-by-section quantity to level paving subcontractor quotes and confirm the low bid carries the full scope. The takeoff lets you compare tons, SY of base and LF of curb line by line instead of comparing lump sums that hide different sections.
Paving subcontractors
You bid the work and need tonnage by mix and lift, base CY and tack coat gallons to price your own crews and plant. The marked-up plan set shows the limits and sections we used, so you can adjust them to your means and methods before you submit.
Developers and owners
You are setting a budget before design is final or checking whether a contractor's number is reasonable. The takeoff shows the section, quantities and assumptions behind the price, so you can see what changes when the pavement section or striping scope changes.
Architects and civil engineers
You need a quantity check on the paving and striping scope to support a cost opinion or a design decision. The takeoff flags conflicts between the paving, striping and grading plans that are better resolved as RFIs than as change orders.