R/RAJASTHAN SOR 2025-26
Road Works: Substructure rates
36 road works: substructure items from the Rajasthan PWD (Roads & Bridges), effective 2025-04-01.
- Items
- 36
- Lowest rate
- ₹74.00
- Highest rate
- ₹93,500.00
- Effective from
- 2025-04-01
S-01/RATE ITEMS36 ITEMS
Road Works: Substructure rates in the Rajasthan Basic Schedule of Rates 2025-26 run from ₹74.00 to ₹93,500.00. Transcribed from Rajasthan PWD — Unified Basic Schedule of Rates for year 2025-26, Road & Bridge Works (other than NH & PMGSY), Chief Engineer (Roads), P.W.D. Rajasthan, Jaipur; effective from 01-04-2025. For reference only: verify against the official source before pricing a bid.
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Unit
36 items. Scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| R-12.1(I) | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and MoRTH specification Clauses 1300 & 2200In 1:3 cement mortar | Cum | 4,603.00 |
| R-12.1(II) | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and MoRTH specification Clauses 1300 & 2200In 1:4 Cement mortar | Cum | 4,350.00 |
| R-12.1(III) | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and MoRTH specification Clauses 1300 & 2200In 1:5 cement mortar | Cum | 3,710.00 |
| R-12.1(IV) | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and MoRTH specification Clauses 1300 & 2200In cement lime mortar (1:0.5:4.5) | Cum | 4,679.00 |
| R-12.2 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 | Sqm | 85.00 |
| R-12.2 A | Plastering with cement mortar (1:4), 20 mm thick on Stone work | Sqm | 150.00 |
| R-12.3 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clauses 1312.4 & 2200 | Sqm | 145.00 |
| R-12.4(I)(i) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Coursed rubble masonry (1st sort)In 1:3 cement mortar | Cum | 4,195.00 |
| R-12.4(I)(ii) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Coursed rubble masonry (1st sort)In 1:4 cement mortar | Cum | 3,985.00 |
| R-12.4(I)(iii) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Coursed rubble masonry (1st sort)In 1:5 cement mortar | Cum | 3,509.00 |
| R-12.4(I)(iv) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Coursed rubble masonry (1st sort)In cement lime mortar (1:0.5:4.5) | Cum | 4,389.00 |
| R-12.4(II)(i) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Coursed Rubble masonry (2nd sort)In 1:3 cement mortar | Cum | 3,776.00 |
| R-12.4(II)(ii) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Coursed Rubble masonry (2nd sort)In 1:4 cement mortar | Cum | 3,550.00 |
| R-12.4(II)(iii) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Coursed Rubble masonry (2nd sort)In 1:5 cement mortar | Cum | 3,425.00 |
| R-12.4(II)(iv) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Coursed Rubble masonry (2nd sort)In cement lime mortar (1:0.5:4.5) | Cum | 3,985.00 |
| R-12.4(III)(i) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Random rubble masonryIn 1:3 cement mortar | Cum | 3,589.00 |
| R-12.4(III)(ii) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Random rubble masonryIn 1:4 cement mortar | Cum | 3,267.00 |
| R-12.4(III)(iii) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Random rubble masonryIn 1:5 cement mortar | Cum | 3,036.00 |
| R-12.4(III)(iv) | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Random rubble masonryIn cement lime mortar (1:0.5:4.5) | Cum | 3,752.00 |
| R-12.5(I)(i) | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 P.C.C grade M 15Nominal mix (1:2.5:5) | Cum | 3,631.00 |
| R-12.5(I)(ii) | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 P.C.C grade M 15Nominal mix 1:2.5:5 (Hand mixing) | Cum | 3,585.00 |
| R-12.5(II)(i) | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 P.C.C. grade M 20Nominal mix (1:2:4) | Cum | 4,004.00 |
| R-12.5(II)(ii) | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 P.C.C. grade M 20Nominal mix 1:2:4 (Hand mixed) | Cum | 3,959.00 |
| R-12.5(III) | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200R.C.C grade M 20 | Cum | 4,175.00 |
| R-12.5(IV) | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200R.C.C. grade M 25 | Cum | 4,470.00 |
| R-12.6 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202 | Tonne | 92,500.00 |
| R-12.7 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202 | Tonne | 93,500.00 |
| R-12.8 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202 | Tonne | 91,300.00 |
| R-12.9 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 | Each | 74.00 |
| R-12.10(I) | Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6Granular material | Cum | 495.00 |
| R-12.10(II) | Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6Sandy material | Cum | 1,155.00 |
| R-12.11 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRTH specification Clause 2204.6 & 2504.2.2 | Cum | 689.00 |
| R-12.13(A) | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6150 mm thick | Sqm | 728.00 |
| R-12.13(B) | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.675 mm thick | Sqm | 370.00 |
| R-12.13(C) | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.650 mm thick | Sqm | 246.00 |
| R-12.14 | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and MoRTH specification Clause 2705 | Each | 321.00 |
S-02/SOURCE RECORD2025-26
- ISSUED BY
- Rajasthan PWD (Roads & Bridges)
- EFFECTIVE
- 2025-04-01
- RETRIEVED
- 2026-07-29
S-03/CHAPTERS20 MORE
Other chapters in this schedule
- Road Works: Loading, Unloading, Carriage Crushing of Materials and Setting24
- Road Works: Site Clearance62
- Road Works: Earthwork, Erosion Control and Drainage28
- Road Works: Granular Sub-Bases, Bases (Non-Bituminous) and Shoulders21
- Road Works: Bases and Surface Courses (Bituminous)13
- Road Works: Cement Concrete Pavement32
- Road Works: Pipe Culverts16
- Road Works: Traffic Signs, Markings and Other Road Appurtenances60
- Road Works: Foundation31
- Road Works: Superstructure32
- Road Works: Protection Works20
- Road Works: Maintenance of Roads28
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