| S.No. | Field / Checkpoint | Reference | Status |
|---|---|---|---|
| A. MATERIAL | |||
| A1 | Rebar grade Fe 500 / Fe 500D + MTC verified Acceptance: MTC for each lot | IS 1786 Cl. 4 | OK NC NA |
| A2 | Bar diameter (visual + weight check) Acceptance: Weight match | Tolerance ± 2% per IS 1786 Table 3 | OK NC NA |
| A3 | Surface condition — no loose rust / mill scale Acceptance: < 5% loose rust | IS 456 Cl. 12.1 | OK NC NA |
| B. PLACEMENT | |||
| B1 | Bar size + spacing per BBS / drawing Acceptance: Counted + measured | Per GFC | OK NC NA |
| B2 | Cover blocks installed @ 1m spacing Acceptance: Mortar blocks; correct height | Cover per IS 456 Cl. 26.4 | OK NC NA |
| B3 | Laps positioned + length per IS 456 Cl. 26.2.5 (1.3 × Ld = 47d × 1.3) Acceptance: Per design | Per code | OK NC NA |
| B4 | Stirrup hook 135° + 10d extension Acceptance: Per code | IS 456 Cl. 26.2.2 | OK NC NA |
| B5 | Chairs / spacers for top bars (slab) Acceptance: Per design | Maintain top cover | OK NC NA |
| C. BBS TALLY | |||
| C1 | Site rebar matches BBS (weight tally ± 2%) Acceptance: Reconciled | Cross-check qty + weight | OK NC NA |
| C2 | BOQ qty vs delivered + cut + fixed Acceptance: Per period | Material reconciliation | OK NC NA |