| S.No. | Field / Checkpoint | Reference | Status |
|---|---|---|---|
| A. MATERIAL | |||
| A1 | Brick — Class designation, source, IS 1077 / IS 12894 conformity Acceptance: MTC + ISI mark verified | Class 7.5/10/12.5 N/mm² as per drawing | OK NC NA |
| A2 | Brick soaking — fully soaked min 2 hrs before laying Acceptance: No dry brick used | IS 2212 Cl. 4 | OK NC NA |
| A3 | Mortar — cement-sand ratio per drawing (1:4 / 1:6 typical) Acceptance: Volumetric measurement | Per design | OK NC NA |
| A4 | Sand — IS 383 zone II/III, silt < 5% Acceptance: Lab report | Pre-tested | OK NC NA |
| B. WORKMANSHIP | |||
| B1 | Bond pattern — English / Flemish / stretcher as specified Acceptance: Bond uniform | Per drawing | OK NC NA |
| B2 | Mortar joint thickness 10 ± 3mm Acceptance: Joint full + tight | IS 2212 Cl. 5 | OK NC NA |
| B3 | Plumb + verticality ± 6mm per 3m height Acceptance: Spirit level checked at 3m intervals | IS 2212 | OK NC NA |
| B4 | Course leveling ± 3mm per 1m run Acceptance: Spirit level verified | IS 2212 | OK NC NA |
| B5 | Maximum height per day — 1.0m (4 ft) typical Acceptance: Limit enforced | Prevent mortar squeezing | OK NC NA |
| C. CURING + TOOTHING | |||
| C1 | Curing started within 24 hrs + continued 7 days Acceptance: Wet sponging or spraying | IS 2212 Cl. 6 | OK NC NA |
| C2 | Toothing at junctions for future bonding Acceptance: Toothing provided | IS 2212 | OK NC NA |
| C3 | Lintel bearings ≥ 150mm + RCC band at 1.2m, 2.4m height Acceptance: Per drawing | IS 1905 / IS 13828 for seismic | OK NC NA |