I want standard general checklist and basic reasoning behind that.
As a site engineer, you must ensure structural safety, quality, and workmanship before concrete is poured.
1. Drawing & Design ChecksLatest approved structural drawings available
Slab thickness, reinforcement details verified
Bar diameter, spacing, and layout as per drawing
Extra bars at:
Cantilevers
Openings
Edges
Correct steel grade (Fe500 / Fe500D)
Proper lap length and development length
Laps staggered, not at same location
Proper anchorage into beams
Steel properly tied and stable
Cover blocks of correct thickness (typically 15–20 mm for slabs)
Bars not touching shuttering
Uniform spacing maintained
Formwork:
Rigid and leak-proof
Properly supported (props, shores)
Correct slab thickness maintained
Line, level, and camber checked
Shuttering oil applied
No debris, wood pieces, or binding wire
No standing water on shuttering
Reinforcement free from mud, oil, rust flakes
Electrical conduits fixed and secured
Plumbing sleeves and openings provided
Inserts, sleeves, and fixtures in position
Approved concrete grade (M20 / M25)
Concrete source finalized (RMC / site mix)
Slump value specified
Cube moulds ready
Admixture dosage confirmed
Needle vibrators working and spare available
Adequate labor available
Transit mixer / pump planned
Power backup arranged
Proper access for workers
Safety rails at slab edges
PPE for workers
Barricading below slab
Engineer/consultant inspection completed
Pour card / checklist signed
Common Follow-Up Interview QuestionsBefore slab concreting, I check reinforcement as per drawings, cover, shuttering, cleanliness, embedded services, concrete quality, equipment readiness, and safety approvals.
Q: What is the minimum cover for slab reinforcement?
A: Generally 15–20 mm, depending on exposure.
Q: Why is camber provided in slab shuttering?
A: To compensate for deflection after removing props.