| S.No. | Field / Checkpoint | Reference | Status |
|---|---|---|---|
| A. SLAB POUR DETAILS | |||
| A1 | Slab ID + floor + bay + area (m²) + thickness Acceptance: Volume = area × thickness | Per GFC | OK NC NA |
| A2 | Grade + volume + start / end time Acceptance: Documented | Continuous; if not, plan construction joint | OK NC NA |
| B. PRE-POUR | |||
| B1 | Rebar (BBS) inspection + formwork inspection signed off Acceptance: Triple sign-off | Hold point | OK NC NA |
| B2 | Embedments (conduits, sleeves, drains) in place Acceptance: Marked + verified | Per drawing | OK NC NA |
| B3 | Construction joint preparation (if pouring in sections) Acceptance: Roughened + dampened | Per IS 456 Cl. 13.4 | OK NC NA |
| C. POURING SEQUENCE | |||
| C1 | Sequence — from far end towards delivery point Acceptance: Plan documented | Avoid concrete walking | OK NC NA |
| C2 | Vibration — needle + screed Acceptance: Surface tight + smooth | Both employed; screed pulled across | OK NC NA |
| C3 | Cube samples + slump tests Acceptance: Logged per truck | Per IS 456 Cl. 15 | OK NC NA |