Rajasthan SOR 2025-26
Road Works: Cement Concrete Pavement rates
32 road works: cement concrete pavement items from the Rajasthan PWD (Roads & Bridges), effective 2025-04-01.
Road Works: Cement Concrete Pavement rates in the Rajasthan Basic Schedule of Rates 2025-26 run from ₹3.30 to ₹6,900.00. 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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32 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| R-6.1 | Cement Concrete PavementConstruction of un-reinforced, plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) | Cum | 6,000.00 |
| R-6.2 | Rectangular Concrete Block PavementManufacturing, laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of Cement Concrete (C.C.) M30 grade and spreading 25 mm thick sand under neath and filling joints with sand on existing W.B.M. base,as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 | Sqm | 1,055.00 |
| R-6.3(i)(a) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 50 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602.with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 | Sqm | 746.00 |
| R-6.3(i)(b) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 50 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602.with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | Sqm | 666.00 |
| R-6.3(i)(c) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 50 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602.with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 | Sqm | 591.00 |
| R-6.3(ii)(a) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006.and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 | Sqm | 832.00 |
| R-6.3(ii)(b) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006.and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | Sqm | 750.00 |
| R-6.3(ii)(c) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006.and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 | Sqm | 670.00 |
| R-6.3(iii)(a) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 | Sqm | 1,029.00 |
| R-6.3(iii)(b) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | Sqm | 917.00 |
| R-6.3(iii)(c) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 | Sqm | 756.00 |
| R-6.3(iv)(a) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 | Sqm | 1,245.00 |
| R-6.3(iv)(b) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | Sqm | 1,146.00 |
| R-6.3(iv)(c) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 | Sqm | 922.00 |
| R-6.3(v)(a) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 120 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 | Sqm | 1,480.00 |
| R-6.3(v)(b) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 120 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | Sqm | 1,362.00 |
| R-6.3(v)(c) | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 120 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge BlocksCategory 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 | Sqm | 1,139.00 |
| R-6.6 | Add extra for different colour in top surface | Sqm | 30.00 |
| R-6.7 | Dry Lean Cement ConcreteConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing | Cum | 2,715.00 |
| R-6.8 | Cement Concrete Pavement with Slip Form PaverConstruction of un-reinforced, plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Slip Form Paver (laying and fixing of 150 micron thick polythene film) and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 should have minimum flexural strengthen of 4.5 MPa, including vaccum dewatering process with all required equipments. (Dowel Bars will be paid seprately) | Cum | 6,900.00 |
| R-6.4(6.4.1) | Add extra for Providing M-35 grade concrete Interlocking Blocks in place of M-30 grade60mm thick Blocks | Sqm | 3.30 |
| R-6.4(6.4.2) | Add extra for Providing M-35 grade concrete Interlocking Blocks in place of M-30 grade80mm thick Blocks | Sqm | 4.40 |
| R-6.4(6.4.3) | Add extra for Providing M-35 grade concrete Interlocking Blocks in place of M-30 grade100mm thick Blocks | Sqm | 5.50 |
| R-6.4(6.4.4) | Add extra for Providing M-35 grade concrete Interlocking Blocks in place of M-30 grade120mm thick Blocks | Sqm | 6.60 |
| R-6.5(6.5.1) | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade60mm thick Blocks | Sqm | 5.50 |
| R-6.5(6.5.2) | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade80mm thick Blocks | Sqm | 7.70 |
| R-6.5(6.5.3) | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade100mm thick Blocks | Sqm | 9.90 |
| R-6.5(6.5.4) | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade120mm thick Blocks | Sqm | 12.10 |
| R-6.6(6.5.1) | Add extra for Providing M-50 grade concrete Interlocking Blocks in place of M-30 grade60mm thick Blocks | Sqm | 8.80 |
| R-6.6(6.5.2) | Add extra for Providing M-50 grade concrete Interlocking Blocks in place of M-30 grade80mm thick Blocks | Sqm | 11.00 |
| R-6.6(6.5.3) | Add extra for Providing M-50 grade concrete Interlocking Blocks in place of M-30 grade100mm thick Blocks | Sqm | 13.20 |
| R-6.6(6.5.4) | Add extra for Providing M-50 grade concrete Interlocking Blocks in place of M-30 grade120mm thick Blocks | Sqm | 15.40 |
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: Granular Sub-Bases, Bases (Non-Bituminous) and Shoulders (21)
- Road Works: Bases and Surface Courses (Bituminous) (13)
- 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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