| S.No. | Field / Checkpoint | Reference | Status |
|---|---|---|---|
| A. INPUT QUANTITIES (per 1 m³ M25) | |||
| A1 | Cement (OPC 43) — 380 kg = 7.6 bags Acceptance: Per design | Per IS 10262 mix design | OK NC NA |
| A2 | Sand — 0.43 m³ Acceptance: Per design | Zone II per IS 383 | OK NC NA |
| A3 | Aggregate (20mm) — 0.83 m³ Acceptance: Per IS 383 | Per design | OK NC NA |
| A4 | Admixture (plasticiser) — 0.6% of cement = 2.3 kg Acceptance: Per supplier spec | Per mix design | OK NC NA |
| A5 | Water — 175 L (W/C 0.46) Acceptance: Per workability | Per mix design | OK NC NA |
| A6 | Labour — Mason 0.20 day + Mazdoor 1.80 day Acceptance: Productivity | Per CPWD | OK NC NA |
| A7 | Vibrator + mixer hire — per CPWD T&P Acceptance: Per CPWD | Standard | OK NC NA |
| A8 | Sundries 2-3% Acceptance: Per CPWD | Standard | OK NC NA |
| B. RATE COMPUTATION | |||
| B1 | Materials × current rate = material cost / m³ Acceptance: ≤ 30 days | Latest market | OK NC NA |
| B2 | Labour × rate = labour cost Acceptance: Per SoR | Per state PWD / CPWD | OK NC NA |
| B3 | T&P + sundries Acceptance: Computed | Standard | OK NC NA |
| B4 | Direct cost / m³ Acceptance: Computed | Sum | OK NC NA |
| C. OH + P + QUOTED RATE | |||
| C1 | Overheads + Profit + Quoted rate Acceptance: BOQ rate | Per company | OK NC NA |