| S.No. | Field / Checkpoint | Reference | Status |
|---|---|---|---|
| A. SLAB IDENTIFICATION | |||
| A1 | Slab mark + floor + drawing Acceptance: Unique mark | Per framing plan | OK NC NA |
| A2 | Slab span + thickness + edge restraints Acceptance: Verified | Per drawing | OK NC NA |
| B. MAIN BARS (BOTTOM) | |||
| B1 | Main reinforcement — diameter, spacing, type (straight / cranked) Acceptance: Per drawing | Per design (typical 10/12mm @ 150/200 c/c) | OK NC NA |
| B2 | Cutting length + lap (Ld = 47d in M25 / Fe 500 = 940mm for 20mm) Acceptance: Laps staggered, in mid-span | IS 456 Cl. 26.2.1 | OK NC NA |
| B3 | No. of bars + weight Acceptance: Computed | Per slab area | OK NC NA |
| C. DISTRIBUTION BARS | |||
| C1 | Diameter + spacing (typically 8/10mm @ 200/250 c/c) Acceptance: Per drawing | Per design — min. 0.12% Fe 415, 0.15% Fe 500 of cross section | OK NC NA |
| C2 | Cutting + weight Acceptance: Computed | Per slab area | OK NC NA |