Rajasthan SOR 2025-26
Road Works: Earthwork, Erosion Control and Drainage rates
28 road works: earthwork, erosion control and drainage items from the Rajasthan PWD (Roads & Bridges), effective 2025-04-01.
Road Works: Earthwork, Erosion Control and Drainage rates in the Rajasthan Basic Schedule of Rates 2025-26 run from ₹1.00 to ₹708.00. 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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28 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| R-3.1 | Preparation of Foundation for EmbankmentScarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per MoRTH Specification Clause 305.4.3 | Sqm | 11.75 |
| R-3.2 | Preparation of Foundation for EmbankmentScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 | Sqm | 15.00 |
| R-3.3 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300- 1 and 300-2 as per MoRTH Specification Clause 305.3 | Cum | 40.00 |
| R-3.4(i) | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | Cum | 58.00 |
| R-3.5(i) | Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3 | Cum | 76.00 |
| R-3.5(ii) | Excavation in Soil with Dozer with lead upto 100 mExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections | Cum | 25.00 |
| R-3.5(iii) | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | Cum | 31.00 |
| R-3.6 | Excavation in Marshy SoilExcavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MoRTH Specification Clause 301.3.6 | Cum | 32.00 |
| R-3.7 | Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 305.3.4 as per MoRTH Specification Clause 301.3.11 | Cum | 31.00 |
| R-3.8(i) | Excavation in ordinary Rock by manual meansExcavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3.5 | Cum | 127.00 |
| R-3.8(iii) | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5 | Cum | 44.00 |
| R-3.9 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRTH Specification Clause 301.3.5 | Cum | 175.00 |
| R-3.9(ii)(A) | Excavation in Hard Rock (blasting prohibited)Manual Means | Cum | 708.00 |
| R-3.9(ii)(B) | Excavation in Hard Rock (blasting prohibited)Mechanical Means | Cum | 236.00 |
| R-3.9(iii) | Excavation in Hard Rock (controlled blasting) with disposal upto 1000 mExcavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRTH Specification Clause 301.3.5 | Cum | 275.00 |
| R-3.10 | Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W)Stripping, storing and preservation of top soil by keeping it damp in stock piles and keep wet till it is used by road side at 15 m internal and re- application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth as per MoRTH Specification Clause 301.3.2.& 305.3.3 | Cum | 94.00 |
| R-3.11 | Stripping, Storing and Relaying Top Soil from Borrow Areas in Agricultural FieldsStripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer/land owner as per MoRTH Specification Clause 301.3.2.& 305.3.3 | Cum | 90.00 |
| R-3.12 | Turfing with SodsFurnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRTH Specification Clause 307 | Sqm | 74.00 |
| R-3.13 | Seeding and MulchingPreparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion @ 0.23 litre per sqm and laying and fixing jute netting, including watering for 3 months all as per MoRTH Specification Clause 308 | Sqm | 597.00 |
| R-3.14(i) | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 | Cum | 59.00 |
| R-3.15(i) | Compacting Original Ground Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 | Cum | 13.00 |
| R-3.15(ii) | Compacting Original Ground Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300-1 and 300-2 for subgrade construction as per MoRTH Specification Clause 305.3.4 | Cum | 35.00 |
| R-3.16 | Repairs of damages caused by rain/spillage of waterPreparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80- 100 kN static roller, complete as per MoRTH Specification Clause 305.3.8 | Sqm | 1.00 |
| R-3.17 | Presplitting Rock Excavation SlopesCarrying out excavation in hard rock to achive a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a D-50 dozer, loading in tipper by a front end loader and disposing of the material with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 303.2 | Sqm | 120.00 |
| R-3.18(i)(A) | Surface Drains in SoilManual Means | Rmt | 38.00 |
| R-3.18(i)(B) | Surface Drains in SoilMechanical Means | Rmt | 8.75 |
| R-3.18(ii)(A) | Surface Drains in Ordinary RockManual Means | Rmt | 59.00 |
| R-3.18(ii)(B) | Surface Drains in Ordinary RockMechanical Means | Rmt | 19.75 |
Other chapters in this schedule
- Road Works: Loading, Unloading, Carriage Crushing of Materials and Setting (24)
- Road Works: Site Clearance (62)
- Road Works: Granular Sub-Bases, Bases (Non-Bituminous) and Shoulders (21)
- 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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