| S.No. | Field / Checkpoint | Reference | Status |
|---|---|---|---|
| A. FORMWORK MATERIAL + DESIGN | |||
| A1 | Shuttering material — plywood 12-18mm, steel, aluminium per design Acceptance: Material adequate for pressure | Per shuttering drawing | OK NC NA |
| A2 | Props + scaffold design — spacing per IS 14687 Acceptance: Per drawing | Working load capacity ≥ concrete + live + impact | OK NC NA |
| B. ALIGNMENT | |||
| B1 | Internal dimensions ± 5mm of drawing Acceptance: Measured at 3 locations | IS 456 Cl. 11 | OK NC NA |
| B2 | Verticality ± 3mm per 3m height Acceptance: Verified | Plumb / spirit level | OK NC NA |
| B3 | Level (slab / horizontal) ± 5mm per 3m span Acceptance: Verified | Laser level | OK NC NA |
| B4 | Camber for slabs L/300 to L/500 if specified Acceptance: Measured | Per drawing | OK NC NA |
| C. JOINTS + TIES | |||
| C1 | Joints sealed (no grout loss) Acceptance: Mortar sealed + water test | IS 456 Cl. 11.1 | OK NC NA |
| C2 | Formwork ties at design spacing (0.5-1m typical) Acceptance: Spacing verified | Concrete pressure design | OK NC NA |
| C3 | Release agent applied uniformly Acceptance: Pre-pour | Non-staining oil | OK NC NA |