R/ASSAM SOR 2023-24
RCC Work rates
12 rcc work items from the Assam Water Resources Department, effective 2023-04-01.
- Items
- 12
- Lowest rate
- ₹241.97
- Highest rate
- ₹12,997.96
- Effective from
- 2023-04-01
S-01/RATE ITEMS12 ITEMS
RCC Work rates in the Assam Civil Works Schedule of Rates 2023-24 run from ₹241.97 to ₹12,997.96. Transcribed from Assam Water Resources (Irrigation) Department — Schedule of Rates (Civil Works) 2023-24. For reference only: verify against the official source before pricing a bid.
/
Unit
12 items. Scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 12.1 (A)(i) | IN PROPORTION 1:1½:3 (M20) — WITH HARD BROKEN STONE AGGREGATE SIZE 6 MM TORCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc, complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 11,982.56 |
| 12.1 (A)(ii) | IN PROPORTION 1:1½:3 (M20) — WITH HARD BROKEN STONE AGGREGATE SIZE 6 MM TORCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 12,366.21 |
| 12.1 (B)(i) | IN PROPORTION 1:1½:3 (M20) — HARD RIVER SHINGLES SIZE 6 MM TO 20 MMRCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,363.62 |
| 12.1 (B)(ii) | IN PROPORTION 1:1½:3 (M20) — HARD RIVER SHINGLES SIZE 6 MM TO 20 MMRCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,747.27 |
| 12.2 (A)(i) | IN PROPORTION 1:2:4 (M15) — WITH HARD BROKEN STONE AGGREGATE SIZE 6 MM TORCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 11,562.41 |
| 12.2 (A)(ii) | IN PROPORTION 1:2:4 (M15) — WITH HARD BROKEN STONE AGGREGATE SIZE 6 MM TORCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 11,816.87 |
| 12.2 (B)(i) | IN PROPORTION 1:2:4 (M15) — WITH HARD RIVER SHINGLES SIZE 6 MM TO 20 MMRCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 9,794.45 |
| 12.2 (B)(ii) | IN PROPORTION 1:2:4 (M15) — WITH HARD RIVER SHINGLES SIZE 6 MM TO 20 MMRCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately) | Cum | 10,178.10 |
| 12.3 (i) | RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1:2 (M25) with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Reinforcement, shuttering, scaffolding cost will be paid separately)Without shuttering | Cum | 12,591.99 |
| 12.4 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed | Quintal | 12,997.96 |
| 12.5 | Machine mixing charge of cement concrete / reinforced cement concrete with different types of concrete mixture machine of 10 / 7 CuFt capacity | Cum | 289.29 |
| 12.6 | Vibrating in CC / RCC work with vibrator including local carriage of vibrator etc. complete as directed | Cum | 241.97 |
S-02/SOURCE RECORD2023-24
- ISSUED BY
- Assam Water Resources Department
- EFFECTIVE
- 2023-04-01Financial year start. The schedule states only that it is for the year 2023-24 and effective from the date of publication; it prints no commencement date.
- RETRIEVED
- 2026-07-29
S-03/CHAPTERS14 MORE
Other chapters in this schedule
- Collection17
- Jungle Clearance11
- Surveying9
- Earthwork48
- CC Work36
- PCC Work with Plum8
- Plastering5
- Bridge35
- Culvert5
- Canal Work5
- PVC Distribution System17
- Protection Work11
SHOW ALL 14 CHAPTERS
ARCHED / ESTIMATING
Pricing rcc work against a live tender
Mapping a tender BOQ to the right schedule items, applying the current cost index and catching where rates have moved since the base edition takes time and is easy to get wrong. We can do it for you: send the tender and we return a priced BOQ on the applicable schedule, with rate build-ups and an engineer's sign-off.