Takeoff Software for
Warehouse & Industrial Construction

Warehouse cost benchmarks

Dry warehouses and distribution centers typically cost $55–$175 per square foot all-in (2025), but that range is wide for a reason. The low end assumes a straightforward pre-engineered metal building on flat land with minimal interior fit-out. The high end reflects tilt-up concrete, loading dock-intensive layouts, refrigeration, or reinforced slabs for heavy racking. RSMeans 2025 Square Foot Costs is the standard reference for early-stage SF benchmarking by industrial type.

What sets warehouse estimates apart is where cost concentrates. Slab, shell, and structural frame together represent 60–70% of the total construction budget before MEP or fit-out, so a 1% miss on concrete or steel tonnage carries real dollar weight at industrial scale.

Slab and concrete

The formula is simple: cubic yards = floor area (SF) × (slab thickness in inches ÷ 12) ÷ 27. A 200,000 SF distribution center at 6-inch thickness yields roughly 3,700 CY before waste. Add 5% for regular geometry, 8–10% for irregular footprints or significant overdig. At $100–$150/CY for standard mix and $150–$200/CY for high-strength flatwork (2025), those waste factors add up fast at warehouse scale.

The compounding risk on large industrial floors is real: a 2% miss that would be minor on a small commercial job becomes 75 extra CY on a 200,000 SF slab. AI measurement of large slab areas eliminates the manual step that most often introduces that error.

• CY = area × (thickness ÷ 12) ÷ 27; 200,000 SF at 6" = ~3,700 CY
• 5% waste for simple pours; 8–10% for complex geometry or overdig
• Standard concrete ~$100–$150/CY; high-strength ~$150–$200/CY (2025)

Shell: tilt-up, PEMB, and structural steel

Structural steel tonnage is calculated by multiplying the linear feet of each member shape by its weight per linear foot (from AISC tables), converting to tons, and adding 8–15% for connection material — plates, bolts, base plates, and field welds. That connection allowance is easy to skip and significant enough to matter: on a 500-ton frame, 10% is 50 tons of steel.

Primary members (columns, main beams, girders) typically represent 60–75% of total tonnage; secondary framing — purlins, girts, bracing — accounts for most of the rest. Tilt-up panels and PEMB bays repeat around the perimeter with minimal variation, making them fast to count with automated measurement.

• Steel tonnage: LF × weight/LF per AISC tables, converted to tons
• Add 8–15% for connection material on top of primary member weight
• Primary members = 60–75% of total tonnage; secondary = most of the rest
• Tilt-up and PEMB framing repeat around the perimeter — AI counts them fast

High-bay MEP and fire protection

In most dry warehouses, HVAC is limited to unit heaters, exhaust fans, and basic ventilation — not the full AHU/VAV systems of an office building. Electrical is dominated by high-bay lighting counted across the bay grid, distribution panels, and dock receptacles. Both follow a repeating-bay pattern that AI handles quickly: measure one bay, count its devices, multiply by bay count.

Fire protection deserves close attention. Ordinary-hazard head counts (area ÷ coverage per head) underestimate requirements when high-pile or rack storage is involved. ESFR systems and in-rack sprinklers are standard in modern distribution centers and raise head counts well above a basic density calculation. The fire protection sub needs the storage commodity and rack configuration to finalize scope, but pipe runs should be anticipated in the structural and MEP estimate from the start.

• Lighting: count high-bay fixtures across the bay grid; repeating pattern is fast to measure
• Fire protection: ESFR systems for high-pile storage raise head counts significantly
• In-rack sprinklers may be required depending on commodity and storage height
• HVAC is typically light (unit heaters, exhaust); count units and duct runs per mechanical sheets

Per-trade pricing for big footprints

Warehouse projects typically involve a focused set of trades: concrete, structural steel, roofing, fire protection, and basic MEP. Pilars is priced at $100 per trade per plan with no per-seat fees, so you pay only for the trades in your scope on a given project.

On a large footprint, the per-trade model works in your favor. A 500,000 SF distribution center may have the same five trades as a 50,000 SF building — just much larger quantities. The takeoff cost doesn't scale with building area, only your review time does. No per-seat fees also mean the estimator, project manager, and principal can all work from the same quantities without licensing friction.

Questions estimators actually ask