Assam SOR 2023-24
CC Work rates
36 cc work items from the Assam Water Resources Department, effective 2023-04-01.
CC Work rates in the Assam Civil Works Schedule of Rates 2023-24 run from ₹7,366.10 to ₹10,901.43. Transcribed from Assam Water Resources (Irrigation) Department — Schedule of Rates (Civil Works) 2023-24. Reference only — verify against the official source before pricing a bid.
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36 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 10.1 (A)(i) | IN PROPORTION 1:1½:3 (M20) — WITH HARD BROKEN STONE AGGREGATE 6 MM TO 20CC work in proportion 1:1½:3 with hard broken river stone aggregate of size 6 mm to 20 mm including curing, with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,517.78 |
| 10.1 (A)(ii) | IN PROPORTION 1:1½:3 (M20) — WITH HARD BROKEN STONE AGGREGATE 6 MM TO 20CC work in proportion 1:1½:3 with hard broken River stone aggregate of size 6 mm to 20 mm including curing, bailing out water with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,797.95 |
| 10.1 (A)(iii) | IN PROPORTION 1:1½:3 (M20) — WITH HARD BROKEN STONE AGGREGATE 6 MM TO 20CC work in proportion 1:1½:3 with hard broken river stone aggregate from river boulder of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). WITH HARD RIVER SHINGLES 6 MM TO 20 MM | Cum | 10,901.43 |
| 10.1 (B)(i) | IN PROPORTION 1:1½:3 (M20)CC work in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 8,995.07 |
| 10.1 (B)(ii) | IN PROPORTION 1:1½:3 (M20)CC work in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm including curing, bailing out water with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,275.24 |
| 10.1 (B)(iii) | IN PROPORTION 1:1½:3 (M20)CC work in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,378.72 |
| 10.2 (A)(i) | IN PROPORTION 1:2:4 (M15) — WITH HARD BROKEN STONE AGGREGATE 6 MM TO 20CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,493.53 |
| 10.2 (A)(ii) | IN PROPORTION 1:2:4 (M15) — WITH HARD BROKEN STONE AGGREGATE 6 MM TO 20CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing, bailing out water with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,773.70 |
| 10.2 (A)(iii) | IN PROPORTION 1:2:4 (M15) — WITH HARD BROKEN STONE AGGREGATE 6 MM TO 20CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,877.18 |
| 10.2 (B)(i) | IN PROPORTION 1:2:4 (M15) — WITH HARD RIVER SHINGLES 6 MM TO 20 MMCC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 8,725.57 |
| 10.2 (B)(ii) | IN PROPORTION 1:2:4 (M15) — WITH HARD RIVER SHINGLES 6 MM TO 20 MMCC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing, bailing out water with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,005.74 |
| 10.2 (B)(iii) | IN PROPORTION 1:2:4 (M15) — WITH HARD RIVER SHINGLES 6 MM TO 20 MMCC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,109.22 |
| 10.2 (C)(i) | IN PROPORTION 1:2:4 (M15) — WITH HARD BROKEN STONE AGGREGATE 13 TO 38 MMCC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,133.31 |
| 10.2 (C)(ii) | IN PROPORTION 1:2:4 (M15) — WITH HARD BROKEN STONE AGGREGATE 13 TO 38 MMCC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with bailing out water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,413.48 |
| 10.2 (C)(iii) | IN PROPORTION 1:2:4 (M15) — WITH HARD BROKEN STONE AGGREGATE 13 TO 38 MMCC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing including dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,516.96 |
| 10.2 (D)(i) | IN PROPORTION 1:2:4 (M15) — WITH HARD RIVER SHINGLES 13 MM TO 38 MMCC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 8,497.11 |
| 10.2 (D)(ii) | IN PROPORTION 1:2:4 (M15) — WITH HARD RIVER SHINGLES 13 MM TO 38 MMCC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 8,777.28 |
| 10.2 (D)(iii) | IN PROPORTION 1:2:4 (M15) — WITH HARD RIVER SHINGLES 13 MM TO 38 MMCC work in proportion 1:2:4 in foundation / abutment/ piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 8,880.76 |
| 10.3 (A)(i) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,346.64 |
| 10.3 (A)(ii) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,626.81 |
| 10.3 (A)(iii) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,730.29 |
| 10.3 (B)(i) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 — WITH HARD RIVER SHINGLES 13 MM TO 38 MMCC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 7,866.19 |
| 10.3 (B)(ii) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 — WITH HARD RIVER SHINGLES 13 MM TO 38 MMCC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 8,146.35 |
| 10.3 (B)(iii) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 — WITH HARD RIVER SHINGLES 13 MM TO 38 MMCC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 8,249.83 |
| 10.3 (C)(i) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 — WITH HARD BROKEN STONE AGGREGATE 13 MM TO 25CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with broken stone aggregate of size 13 mm to 25 mm including curing with timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,545.39 |
| 10.3 (C)(ii) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 — WITH HARD BROKEN STONE AGGREGATE 13 MM TO 25CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 25 mm including curing, bailing out wate r with timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,825.56 |
| 10.3 (C)(iii) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 — WITH HARD BROKEN STONE AGGREGATE 13 MM TO 25CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 25 mm including curing, dewatering with timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,929.04 |
| 10.3 (D)(i) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 — WITH HARD RIVER SHINGLES 13 MM TO 25 MMCC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 25 mm including curing with timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 7,976.98 |
| 10.3 (D)(ii) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 — WITH HARD RIVER SHINGLES 13 MM TO 25 MMCC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 25 mm including curing, bailing out water with timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 8,257.15 |
| 10.3 (D)(iii) | IN PROPORTION 1:3:6 (M10) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 — WITH HARD RIVER SHINGLES 13 MM TO 25 MMCC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 25 mm including curing, dewatering with timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 8,360.63 |
| 10.4 (A)(i) | IN PROPORTION 1:4:8 (M5) — WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 8,933.80 |
| 10.4 (A)(ii) | IN PROPORTION 1:4:8 (M5) — WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,213.96 |
| 10.4 (A)(iii) | IN PROPORTION 1:4:8 (M5) — WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38CC work in proportion 1:4:8 in foundation/ abutment/ piers/ wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing and dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,317.44 |
| 10.4 (B)(i) | IN PROPORTION 1:4:8 (M5) — WITH HARD RIVER SHINGLES 13 MM TO 25 MMCC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 7,366.10 |
| 10.4 (B)(ii) | IN PROPORTION 1:4:8 (M5) — WITH HARD RIVER SHINGLES 13 MM TO 25 MMCC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing, bailing out of water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 7,646.26 |
| 10.4 (B)(iii) | IN PROPORTION 1:4:8 (M5) — WITH HARD RIVER SHINGLES 13 MM TO 25 MMCC work in proportion 1:4:8 in foundation/ abutment/ piers/ wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 7,749.74 |
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