Rajasthan SOR 2025-26
Road Works: Granular Sub-Bases, Bases (Non-Bituminous) and Shoulders rates
21 road works: granular sub-bases, bases (non-bituminous) and shoulders items from the Rajasthan PWD (Roads & Bridges), effective 2025-04-01.
Road Works: Granular Sub-Bases, Bases (Non-Bituminous) and Shoulders rates in the Rajasthan Basic Schedule of Rates 2025-26 run from ₹213.00 to ₹1,227.00. 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. Reference only — verify against the official source before pricing a bid.
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21 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| R-4.1(A)(i) | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place MethodFor Grading I Material | Cum | 512.00 |
| R-4.1(A)(ii) | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place MethodFor Grading II Material | Cum | 482.00 |
| R-4.1(A)(iii) | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place MethodFor Grading III Material | Cum | 450.00 |
| R-4.2(i) | Granular Sub-Base with Close Graded Material (Table:- 400-1)For Grading-I Material | Cum | 882.00 |
| R-4.2(ii) | Granular Sub-Base with Close Graded Material (Table:- 400-1)For Grading-II Material | Cum | 859.00 |
| R-4.2(iii) | Granular Sub-Base with Close Graded Material (Table:- 400-1)For Grading-III Material | Cum | 845.00 |
| R-4.2(iv) | Granular Sub-Base with Close Graded Material (Table:- 400-1)For Grading-IV Material | Cum | 845.00 |
| R-4.2(v) | Granular Sub-Base with Close Graded Material (Table:- 400-1)For Grading-V Material | Cum | 894.00 |
| R-4.2(vi) | Granular Sub-Base with Close Graded Material (Table:- 400-1)For Grading-VI Material | Cum | 869.00 |
| R-4.3(A) | Lime Stabilisation for Improving Sub gradeBy Manual Means | Cum | 224.00 |
| R-4.3(B) | Lime Stabilisation for Improving Sub gradeBy Mechanical Means | Cum | 213.00 |
| R-4.4(1)(I)(A) | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 1 Using Hand Broken AggregateBy Manual Means | Cum | 1,142.00 |
| R-4.4(1)(I)(B) | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 1 Using Hand Broken AggregateBy Mechanical Means | Cum | 1,016.00 |
| R-4.4(1)(II)(A) | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 1 Using Crusher Broken AggregateBy Manual Means | Cum | 1,142.00 |
| R-4.4(1)(II)(B) | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 1 Using Crusher Broken AggregateBy Mechanical Means | Cum | 1,016.00 |
| R-4.4(2)(A) | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 2By Manual Means | Cum | 1,227.00 |
| R-4.4(2)(B) | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 2By Mechanical Means | Cum | 1,093.00 |
| R-4.6 | Wet Mix MacadamBy Mechanical Means with all lead | Cum | 1,147.00 |
| R-4.8 | Lime-Flyash Stablised Soil Sub-baseConstruction of sub-base using lime-flyash admixture with granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, flyash to conform to gradation as per Clause 4.3 of IRC:SP:20, lime+flyash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28-days curing and 4-days soaking to be 0.75 MPa and 25 per cent respectively, all as specified in IRC:88 including a lead upto 1000 m as per MoRTH Specification Cluase 402 | Cum | 379.00 |
| R-4.10 | Brick SolingLaying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per MoRTH Specification Clause 408.4.3 | Sqm | 323.00 |
| R-4.11 | Stone Set PavementProviding and laying stone set pavement on prepared surface with sub-base 100 mm thick compacted Granular Sub-base as per Clause 401.3 and base 75 mm thick compacted water bound macadam grading 1 as per Clause 404.3. The 150 mm thick hammer dressed stones are laid in the herringbone or stretcher bond pattern. The stones are compacted into the bedding sand of 40 mm over the WBM base bounded by edge stone using suitable compacting device. The gaps are filled with fine sand stone dust as per MoRTH Specification Clause 408 | Sqm | 475.00 |
Other chapters in this schedule
- Road Works: Loading, Unloading, Carriage Crushing of Materials and Setting (24)
- Road Works: Site Clearance (62)
- Road Works: Earthwork, Erosion Control and Drainage (28)
- Road Works: Bases and Surface Courses (Bituminous) (13)
- Road Works: Cement Concrete Pavement (32)
- Road Works: Pipe Culverts (16)
- Road Works: Traffic Signs, Markings and Other Road Appurtenances (60)
- Road Works: Foundation (31)
- Road Works: Substructure (36)
- Road Works: Superstructure (32)
- Road Works: Protection Works (20)
- Road Works: Maintenance of Roads (28)
- Road Works: Additional Items (101)
- Road Works: Additional Items (New) (307)
- Bridge Works: Earthwork for Bridges (17)
- Bridge Works: Foundation (85)
- Bridge Works: Substructure (38)
- Bridge Works: Super Structure (39)
- Bridge Works: Protective Works (8)
- Bridge Works: Repair and Rehabilitation (6)
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