TryBuildCalcSteel Reinforcement Verification Checklist
🕒 Last updated: June 28, 2026
Essential Checklist+−
Complete these critical checks before approving the work or proceeding to the next construction stage.
✓13 Inspection Points
✓4 Verification Categories
✓Drawings & Bar Bending Schedule+-
- Structural drawings approved and bar bending schedule (BBS) prepared
- BBS covers all structural members — beams, slabs, columns, footings, staircases
- Bar diameters and steel grade (Fe415 / Fe500 / Fe500D) confirmed from drawings
- Cutting lengths calculated with bend and hook deductions applied
- Wastage allowance of 3–5% added to total steel quantity before ordering
- Lap lengths verified — minimum 45d for Fe415 in M20 concrete, 40d for Fe500
✓Material Delivery & Quality+-
- Mill test certificate (MTC) received and verified for each steel consignment
- Bar markings checked — manufacturer's mark, size, and grade visible on each bundle
- Delivered quantity verified by weight — weigh bridge slip matches delivery order
- Bars free from cracks, seams, laminations, and excessive scale
✓Storage & Handling+-
- Bars stored on timber sleepers or racks — minimum 150mm above ground
✓Bar Fabrication & Bending+-
- All bars cut and bent strictly to BBS — no field modifications without engineer approval
- Bars bent cold — no heating or flame bending
Full QC Checklist+−
Verification checklist for steel reinforcement estimation and procurement — covering drawing review, bar schedule, material delivery, storage, and pre-pour confirmation. Use the Essential Checklist for critical checks before ordering and placing steel; expand to Full QC Checklist for complete quality control.
✓24 Inspection Points
✓4 Verification Categories
✓Drawings & Bar Bending Schedule+-
- Structural drawings approved and bar bending schedule (BBS) prepared
- BBS covers all structural members — beams, slabs, columns, footings, staircases
- Bar diameters and steel grade (Fe415 / Fe500 / Fe500D) confirmed from drawings
- Cutting lengths calculated with bend and hook deductions applied
- Wastage allowance of 3–5% added to total steel quantity before ordering
- Lap lengths verified — minimum 45d for Fe415 in M20 concrete, 40d for Fe500
- Cover block thickness confirmed for each member type
- BBS prepared from latest drawing revision — revision number noted
- Unit weight calculated using D²/162 formula or verified from IS 1786:2008 table
✓Material Delivery & Quality+-
- Mill test certificate (MTC) received and verified for each steel consignment
- Bar markings checked — manufacturer's mark, size, and grade visible on each bundle
- Delivered quantity verified by weight — weigh bridge slip matches delivery order
- Bars free from cracks, seams, laminations, and excessive scale
- Bar lengths confirmed — standard 12m rods or as specified in BBS
- Steel carries ISI/BIS certification mark — especially for structural members
- Random bend test performed on site — 3 bars per consignment
✓Storage & Handling+-
- Bars stored on timber sleepers or racks — minimum 150mm above ground
- Bars covered with tarpaulin or stored under shed in monsoon and coastal areas
- Different bar diameters stored separately and clearly labelled
- Storage area free from oil, lubricants, and chemical spillage
✓Bar Fabrication & Bending+-
- All bars cut and bent strictly to BBS — no field modifications without engineer approval
- Bars bent cold — no heating or flame bending
- Correct bending mandrel diameter used — 4d for bars up to 25mm, 6d for larger bars
- Offcuts measured and reused where possible — not discarded as waste
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.
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.