| S.No. | Field / Checkpoint | Reference | Status |
|---|---|---|---|
| A. BLOCK MATERIAL | |||
| A1 | Block type — solid / hollow / AAC / fly ash Acceptance: MTC + IS conformity (IS 2185 Part 1/2/4) | Per drawing | OK NC NA |
| A2 | Block strength + density + dimensions Acceptance: Lab tests / MTC verified | Per IS 2185 | OK NC NA |
| A3 | Mortar mix 1:4 / 1:5 per drawing Acceptance: Per design | Volumetric | OK NC NA |
| B. LAYING | |||
| B1 | Joint thickness 10 ± 3mm Acceptance: Joints full + tight | IS 1905 | OK NC NA |
| B2 | Vertical joints staggered ≥ 1/4 block length Acceptance: Bonding correct | Avoid running vertical joints | OK NC NA |
| B3 | Plumb + level ± 5mm per 3m Acceptance: Spirit level checked | IS 1905 | OK NC NA |
| B4 | Reinforcement (if any) in joints / cores per drawing Acceptance: Per drawing | Hollow blocks may have vertical rebar | OK NC NA |
| B5 | Lintels + RCC bands per seismic provisions Acceptance: Per drawing | IS 13828 for seismic zones III-V | OK NC NA |
| C. CURING | |||
| C1 | Curing 7 days from completion Acceptance: Continuous | Wet curing | OK NC NA |