| S.No. | Field / Checkpoint | Reference | Status |
|---|---|---|---|
| A. PILE IDENTIFICATION | |||
| A1 | Pile mark + dia + length + safe load capacity Acceptance: Per drawing | Per pile design / SBC report | OK NC NA |
| A2 | Pile type — bored cast in-situ / driven / micropile Acceptance: Per drawing | IS 2911 Part 1/2/3 | OK NC NA |
| B. LONGITUDINAL CAGE | |||
| B1 | Main longitudinal bars — dia + no. (typically 8 × 16/20mm) Acceptance: Per drawing | Min. 0.4% of pile cross section (IS 2911 Cl. 5.13.1) | OK NC NA |
| B2 | Cage length = pile length + projection into cap Acceptance: Computed | Embedment 40d + cap depth | OK NC NA |
| C. SPIRAL / LATERAL TIES | |||
| C1 | Spiral / circular ties — dia 8/10mm, pitch 100-150mm Acceptance: Per design | Min. 0.4% lateral reinforcement | OK NC NA |
| C2 | Closer spacing at top + bottom 3D length Acceptance: Per design | IS 2911 Cl. 5.13 | OK NC NA |