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Concrete Footing Construction Verification Checklist

Essential Checklist+

Complete these critical checks before approving the work or proceeding to the next construction stage.

✓31 Inspection Points
✓6 Verification Categories
✓Soil Assessment & Excavation+
  • Founding level confirmed by geotechnical report or structural engineer's instruction
  • Safe bearing capacity (SBC) of soil confirmed — matches design assumption
  • Excavation pit dimensions confirmed — larger than footing to allow formwork space
  • Founding level clean — loose soil, disturbed material, and water removed
  • Soil at founding level undisturbed — no over-excavation
  • Water table level checked — dewatering in place if water level is above founding level
  • Founding level probed for soft spots — any weak zones reported to structural engineer
✓PCC (Blinding Layer)+
  • PCC blinding layer provided — minimum 75mm thick on founding level
✓Volume & Material Estimation+
  • Footing volume calculated correctly — length × width × depth for rectangular footings
  • Dry volume factor of 1.54 applied to wet volume for material calculation
  • Concrete grade confirmed — M20 minimum for RCC footings in moderate exposure
  • Wastage of 3–5% added to footing concrete volume before ordering
✓Reinforcement+
  • Footing bar size and spacing confirmed from structural drawing
  • Bottom cover confirmed — minimum 50mm for footings in contact with ground
  • Column starter bars positioned exactly on column grid — plumb and at correct projection length
  • Starter bar template used and confirmed against structural drawing before concrete pour
  • Top reinforcement provided if specified — required for large footings or eccentric loads
  • Bottom bars extend to within 50mm of footing edges — not cut short at column face
  • Reinforcement mat stable and level on cover blocks — not resting on excavation sides
✓Concrete Placement & Compaction+
  • Formwork confirmed in place before pour — plumb, level, and adequately braced
  • Dewatering pump running continuously throughout pour if water table is high
  • Vibrator used at 400–500mm centres — compact every layer of footing concrete
  • Footing top surface finished to correct level — confirmed with level instrument
  • No water added to concrete at placement point — workability from admixture only
  • Entire footing poured in one continuous session — no cold joints
✓Curing & Backfilling+
  • Exposed footing surfaces cured for minimum 7 days — top surface and sides
  • Footing formwork stripped after minimum 24 hours — sides inspected before backfilling
  • Starter bar positions and plumb re-checked after striking formwork
  • Backfill material is approved — granular fill or specified material, free from organic matter
  • Backfill compacted in 150mm layers — plate compactor or manual rammer used
  • Backfilling not started until footing concrete has achieved minimum 70% strength — typically 7 days
Full QC Checklist+

Verification checklist for RCC footing (foundation) construction — covering soil assessment, excavation, PCC, formwork, reinforcement, concrete placement, and backfilling. Use the Essential Checklist for critical checks before pouring; expand to Full QC Checklist for complete quality control from excavation through backfill.

✓44 Inspection Points
✓6 Verification Categories
✓Soil Assessment & Excavation+
  • Founding level confirmed by geotechnical report or structural engineer's instruction
  • Safe bearing capacity (SBC) of soil confirmed — matches design assumption
  • Excavation pit dimensions confirmed — larger than footing to allow formwork space
  • Founding level clean — loose soil, disturbed material, and water removed
  • Soil at founding level undisturbed — no over-excavation
  • Water table level checked — dewatering in place if water level is above founding level
  • Founding level probed for soft spots — any weak zones reported to structural engineer
  • Excavation assessed for impact on adjacent structures or services
  • Excavation sides stable — shoring or stepping provided where required
✓PCC (Blinding Layer)+
  • PCC blinding layer provided — minimum 75mm thick on founding level
  • PCC mix confirmed — M10 (1:3:6) or M15 (1:2:4) for blinding layer
  • PCC cured for minimum 24 hours before reinforcement is placed
  • PCC top surface level — confirmed as a flat, consistent base for footing
  • PCC extends minimum 75mm beyond footing plan dimensions on all sides
✓Volume & Material Estimation+
  • Footing volume calculated correctly — length × width × depth for rectangular footings
  • Dry volume factor of 1.54 applied to wet volume for material calculation
  • Concrete grade confirmed — M20 minimum for RCC footings in moderate exposure
  • Wastage of 3–5% added to footing concrete volume before ordering
  • Pedestal (column stub above footing) volume included if cast monolithically
✓Reinforcement+
  • Footing bar size and spacing confirmed from structural drawing
  • Bottom cover confirmed — minimum 50mm for footings in contact with ground
  • Column starter bars positioned exactly on column grid — plumb and at correct projection length
  • Starter bar template used and confirmed against structural drawing before concrete pour
  • Top reinforcement provided if specified — required for large footings or eccentric loads
  • Bottom bars extend to within 50mm of footing edges — not cut short at column face
  • Reinforcement mat stable and level on cover blocks — not resting on excavation sides
  • All bar intersections in bottom mat tied with binding wire
  • Starter bar development length within footing confirmed — minimum 40d for Fe500 in M20
✓Concrete Placement & Compaction+
  • Formwork confirmed in place before pour — plumb, level, and adequately braced
  • Dewatering pump running continuously throughout pour if water table is high
  • Vibrator used at 400–500mm centres — compact every layer of footing concrete
  • Footing top surface finished to correct level — confirmed with level instrument
  • No water added to concrete at placement point — workability from admixture only
  • Entire footing poured in one continuous session — no cold joints
  • Concrete test cubes cast from footing pour — minimum 3 cubes per footing group
  • Pour record completed — footing reference, date, volume, grade, cube numbers
✓Curing & Backfilling+
  • Exposed footing surfaces cured for minimum 7 days — top surface and sides
  • Footing formwork stripped after minimum 24 hours — sides inspected before backfilling
  • Starter bar positions and plumb re-checked after striking formwork
  • Backfill material is approved — granular fill or specified material, free from organic matter
  • Backfill compacted in 150mm layers — plate compactor or manual rammer used
  • Backfilling not started until footing concrete has achieved minimum 70% strength — typically 7 days
  • Waterproofing treatment applied to footing sides if specified — before backfilling
  • As-built records updated — footing positions, levels, dimensions, and cube references
Inspection Notes+
Use the latest approved drawings, specifications, and measured site inputs.
Complete all critical checks before approving the work or proceeding to the next construction stage.
Record non-conformances and verify rectification before sign-off.

Related Calculators & Guides

Concrete Footing CalculatorEstimate footing concrete volume, cement bags, sand, aggregate, and wastage.RCC Footing Thickness and Size GuideReview footing thickness, size considerations, and foundation cautions.Concrete Cover GuideCheck footing cover requirements for reinforcement durability.Concrete Curing GuideReview curing practices before backfilling or loading footings.

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