Direct Engineering Summary: How Are Site Clearing and Demolition Takeoffs Estimated?

A site clearing and demolition takeoff quantifies the removal of existing surface and subsurface obstructions prior to mass earthmoving. Governed under CSI MasterFormat 02 41 13 (Pavement Demolition) and 31 11 00 (Clearing & Grubbing), the takeoff calculates: (1) Clearing & Grubbing Acreage (AC) segregated by vegetation maturity; (2) Specimen Trees (EA) cataloged by DBH caliper inch brackets; (3) Asphalt & Concrete Demolition Tonnage using material density rules (145-150 lbs/cu.ft) and a 1.45 swell factor; and (4) Perimeter Full-Depth Sawcutting (LF) along neat tie-in boundaries.

1. Clearing vs. Grubbing: Defining the Scope Boundaries

In civil specifications (CSI 31 11 00), Clearing and Grubbing are distinct mechanical operations with vastly different equipment requirements:

Clearing (Above-Ground Vegetation)

Felling standing trees, brush cutting, down timber removal, and stripping understory vegetation to within 6 inches of the existing ground line. Handled with track feller-bunchers, forestry mulchers, or excavators with shear attachments.

Grubbing (Below-Ground Root Mass)

Excavating, pulling, and removing tree stumps, root balls, taproots, and root systems exceeding 1.5 inches in diameter to a depth of at least 2 to 3 feet below planned subgrade. Handled with heavy bulldozers (CAT D8T) equipped with rear root rakes or 35-ton excavators with ripper shanks.

2. Clearing Acreage & Stand Density Classification

Clearing is measured in acres or square feet, but production rates vary drastically based on forest maturity and canopy density:

Vegetation ClassificationTypical Stand DescriptionMachinery FleetDisposal Yield (Loose CY / Acre)
Light Brush / MeadowGrasses, briars, small saplings < 4" DBHSkid steer with forestry mulcher head50 – 100 LCY/acre (mulched on-site)
Medium Second-Growth WoodsMixed pine/hardwoods 6" to 14" DBHCAT 330 Excavator + D6 Dozer + Tub Grinder250 – 450 LCY/acre
Heavy Mature TimberHardwoods (Oak, Maple, Hickory) > 16" DBHCAT 336 with stump shear + D8T Root Rake500 – 900+ LCY/acre
Individual Specimen TreesDesignated trees to be removed in open areasCrane/Bucket Truck + Stumper or ExcavatorPriced Each (EA) by DBH bracket

3. Existing Pavement & Concrete Demolition Volumetrics

Site demolition takeoffs (CSI 02 41 13) require converting plan surface areas into weight (tons) to calculate disposal tipping fees and haul trucking cycles:

// 1. Asphalt Pavement Demolition Tonnage:
Asphalt Tonnage = [Area (SF) × Thickness (inches) ÷ 12] ÷ 27 × 2.05 Tons/CY (solid in-place asphalt)
*Quick Rule: 1 inch of asphalt weighs approximately 110 to 115 lbs per square yard.
// 2. Concrete Slab & Sidewalk Demolition Tonnage:
Concrete Tonnage = [Area (SF) × Thickness (inches) ÷ 12] ÷ 27 × 2.00 Tons/CY (reinforced concrete @ 150 lbs/cu ft)
// 3. Full-Depth Perimeter Sawcutting:
Total Sawcut (LF) = Trace neat match-line perimeter between existing pavement to remain and pavement to be removed.

4. Worked Commercial Redevelopment Example

Consider a commercial infill site redeveloping an old 8.0-acre shopping strip into an industrial distribution pad:

  • Heavy Wooded Clearing: 3.2 Acres mature oak timber (>16" DBH) producing ~2,400 LCY of ground wood chips.
  • Light Brush: 1.5 Acres meadow brush mulched directly on-site.
  • Existing Asphalt Parking Demo: 9,500 SY of 3.5" Asphalt. Tonnage = [9,500 × 3.5 × 112.5] ÷ 2,000 = 1,870.3 Tons Asphalt Rubble.
  • Existing 6" Concrete Truck Apron Demo: 2,800 SY of reinforced concrete. Tonnage = [2,800 × (6/36) × 27 × 150] ÷ 2,000 = 945.0 Tons Concrete Rubble.
  • Perimeter Sawcut: 1,450 LF along existing municipal road tie-in.
  • Existing Pipe Removal: 650 LF of 15" CMP storm pipe and 3 brick manhole structures demolished and backfilled.
  • Total Truck Disposal Loads: (1,870.3 + 945.0) = 2,815.3 Tons ÷ 20 Tons/load = 141 Legal Tandem Haul Loads.

5. Disposal Options: Tub Grinding vs. Burning vs. Offsite Trucking

How clearing debris and crushed concrete are handled on site directly dictates bid competitiveness:

  • On-Site Horizontal Tub Grinder: Mobilizing an industrial grinder (1,000 HP) reduces tree debris into wood mulch chips at an 80% volume reduction. If the owner accepts woodchips spread across non-structural buffer areas, thousands of dollars in off-site dump fees are saved.
  • On-Site Concrete Crushing: Processing demolished concrete through a mobile jaw crusher with magnetic rebar separator yields certified 21A or 21B recycled concrete aggregate (RCA) that can be reused for construction entrances, subbase, or utility trench bedding.
  • Off-Site Landfill / Recycling Facility Haul: When sites offer no space, contractors must haul to green waste landfills. A standard 100-CY walking-floor trailer holds ~20 to 25 tons of loose chipped debris; an end-dump holds ~15 tons of broken concrete chunks.

6. Five Critical Demolition Bidding Pitfalls to Avoid

  1. Failing to Verify Existing Pavement Thickness: Parking lots frequently have multiple overlays. Assuming a 3" asphalt section when core samples reveal 6" of asphalt over 8" of concrete doubles demolition tonnage and disposal costs.
  2. Neglecting Buried Foundation Grade Beams: Demolishing old building pads often uncovers continuous spread footings and grade beams extending 3 to 5 feet into the subgrade that require heavy hydraulic breakers.
  3. Omitting Tree Root Grubbing Backfill: Pulling massive stump root balls leaves large crater holes that must be backfilled with structural fill in 8" lifts to prevent subgrade settlement.
  4. Overlooking Utility Cap & Grouting Notes: Abandoning municipal water or sanitary sewer lines requires digging down to the city main, installing mechanical caps, and pumping hollow pipes full of cellular flowable grout.
  5. Ignoring Hazardous Materials in Demolition: Older civil sites may contain transite (asbestos-cement) water pipes or buried fuel storage tanks that require certified environmental remediation subcontractors.

7. Tree Protection Zones (TPZ) & Specimen Root Pruning Takeoff

Civil demolition sheets rarely allow unconstrained clearing across the entire parcel. Environmental permits, municipal tree canopy ordinances, and local urban forestry standards mandate strict Tree Protection Zones (TPZ):

  • Critical Root Zone (CRZ) Radius: Typically measured as 1.25 to 1.50 feet of radial buffer per 1 inch of trunk DBH. For a 24-inch protected heritage oak, the no-encroachment radius is 30 to 36 feet (60 to 72 feet diameter).
  • Tree Protection Fencing (LF): Usually specified as 4-foot high orange safety barricade fence or 6-foot galvanized chain link staked on steel T-posts every 8 feet. Takeoffs must trace the closed polygon perimeters surrounding all saved trees.
  • Mechanical Root Pruning (LF): Where utility trenches or subgrade cuts intersect the edge of the CRZ, specifications require clean vertical cuts using vibratory plows or rotary trenchers to prevent tearing structural roots. Quantify by linear footage along cut lines.
  • Arborist Woodchip Mulching (CY): A 4- to 6-inch woodchip blanket spread over the entire root footprint to absorb ground pressure from adjacent haul equipment and prevent catastrophic soil compaction.

8. Site Demolition QA/QC Pre-Bid Audit Checklist

Audit Check ItemPlan Sheet Cross-ReferenceQuantity Takeoff RiskVerification Action
Pavement Depth ConfirmationGeotechnical Borings & Core LogsMissing 2" asphalt overlay adds 25% hauling tonnageCross-reference boring logs (B-1 through B-15) against demolition legends.
Subsurface Structure DepthExisting Utility / Demolition PlansUnderestimating footing depth triples breaker hammer hoursCheck structural foundation sections for basement slabs, vaults, or deadman anchors.
Neat Sawcut Perimeter MatchDemolition Plan Match LinesOver-breaking un-sawcut edges triggers municipal re-pave penaltiesDigitize entire edge between retain-in-place and remove pavement boundaries.
Stump Hole Structural BackfillGrading & Earthwork SpecificationsOpen crater voids cause settlement under building slabsCalculate backfill volume as 1.25 × root ball volume using structural borrow.
Hazardous Piping AbatementDemolition General Notes / Environmental ReportUndetected transite water mains shut down civil job sitesVerify pipe material classifications prior to pricing mechanical pipe pulling.

9. Connected Estimating Tools & Services

Strengthen your site preparation and demolition proposals: