R/PUDUCHERRY SOR 2024-25
Base & Bituminous Construction rates
26 base & bituminous construction items from the Puducherry PWD, effective 2024-08-14.
- Items
- 26
- Lowest rate
- ₹14.54
- Highest rate
- ₹10,376.00
- Effective from
- 2024-08-14
S-01/RATE ITEMS26 ITEMS
Base & Bituminous Construction rates in the Puducherry Puducherry Schedule of Rates 2024-25 run from ₹14.54 to ₹10,376.00. Transcribed from Puducherry PWD — Puducherry Schedule of Rates 2024-25, Puducherry region. Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded.. For reference only: verify against the official source before pricing a bid.
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Unit
26 items. Scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 5.1 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision) | Sqm | 41.34 |
| 5.2 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision) | Sqm | 14.54 |
| 5.3A | Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction.- Using grade I metal and bitumen - VG30 | Cum | 7,911.84 |
| 5.3B | Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen - VG30 | Cum | 7,828.79 |
| 5.4A | Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction - 50mm thick (As per MoRTH specification, 4th Revision) | Sqm | 400.89 |
| 5.4B | Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction - 75mm thick (As per MoRTH specification, 4th Revision) | Sqm | 550.31 |
| 5.5 | Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer and with key aggregates placed on top of the second layer to serve as a base conforming to the line, grades and cross-section specified,the compacted layer thickness being 75mm. (As per MoRTH specification, 4th Revision) | Sqm | 336.01 |
| 5.6A | Providing and laying dense graded bituminous macadam with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I materials | Cum | 9,136.40 |
| 5.6B | Providing and laying dense graded bituminous macadam with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II materials | Cum | 9,113.85 |
| 5.7A | Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen- VG30 | Cum | 9,774.97 |
| 5.7B | Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen - VG30 | Cum | 10,090.07 |
| 5.9A | Providing and laying surface dressing as wearing course in single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 19mm nominal chipping size. (As per as per clause 510 ofMoRTH specification, 4th Revision) | Sqm | 99.07 |
| 5.9B | Providing and laying surface dressing as wearing course in single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 13mm nominal chipping size. (As per as per clause 510 of MoRTH specification, 4th Revision) | Sqm | 77.22 |
| 5.10A | Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades - Mechanical method using penetration grade bitumen and HMP of appropriate capacity not less than 40 to60 tonne/hour. (As per as per clause 511 ofMoRTH specification, 4th Revision) | Sqm | 147.02 |
| 5.10B | Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades - Open graded premix surfacing using cationic bitumen emulsion. (As per as per clause 511 of MoRTH specification, 4th Revision) | Sqm | 207.45 |
| 5.11A | Providing, laying and rolling of close-graded premix surfacing materials of 20mm thickness composed of 11.2mm to 0.09mm (Type-A) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade - Using Type A materials. (As per as per clause 512 of MoRTH specification, 4th Revision) | Sqm | 185.34 |
| 5.11B | Providing, laying and rolling of close-graded premix surfacing materials of 20mm thickness composed of 13.2mm to 0.09mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade - Using Type B materials. (As per as per clause 512 ofMoRTH specification, 4th Revision) | Sqm | 168.55 |
| 5.12A | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type A seal coat. (As per as per clause 513 of MoRTH specification, 4th Revision) | Sqm | 71.06 |
| 5.12B | Providing and laying of premix fine aggregate seal coat with HMP of appropriate capacity not less than 40 to 60 tonne/hour using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade - Type B (As per as per clause 513 of MoRTH specification, 4th Revision) | Sqm | 56.18 |
| 5.12C | Extra for supply & mixing of waste plastic chips of 4.35mm nominal size (Plastic chips cut from used carry bags tea cups and other plastic covers etc. including cost of material charges, loading, unloading weighing in electronic weigh bridge etc. complete | KG | 39.45 |
| 5.14 | Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size at the rate of 0.005 cum per 10sqmand at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surface is not less than 100 degree centigrade, protruding 1mm to 4mm over mastic surface, all complete as per Clause 515 of MoRTH specification, 4th Revision | Sqm | 1,626.30 |
| 5.7A.1 | Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen CRMB | Cum | 10,017.22 |
| 5.7B.1 | Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen CRMB | Cum | 10,345.07 |
| 5.8A.1 | Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material Using bitumen - VG30 | Cum | 10,376.00 |
| 5.8B.1 | Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material.-Bitumen -VG30 | Cum | 10,330.81 |
| 5.8C.1 | Extra for adding 5% of PMB cubes (Bitumen Quantity) for Bituminous Concrete gr.II mix in addition to bituminous requirement (5.40 to 5.60%) weight of total mix PMB cubes contains 31% of Waste Plastic (Plastomeric Thermo Plastics) in concentrated semi liquid form, including cost of loading, unloading and transportation charges, heating in separate boiler, labour charges for handling as per MoRTH moidifid bitumen specification | Cum | 1,036.42 |
S-02/SOURCE RECORD2024-25
- ISSUED BY
- Puducherry PWD
- EFFECTIVE
- 2024-08-14From the Puducherry PWD website, which lists this schedule as "PSR 2024-25 (with effect from 14th August 2024 onwards)". The PDF itself prints no date anywhere in its 1,216 pages.
- RETRIEVED
- 2026-07-29
S-03/CHAPTERS44 MORE
Other chapters in this schedule
- Earth Work70
- Concrete Work72
- Reinforced Concrete Work131
- Brick Work57
- Stone Work50
- Cladding Work71
- Wood and PVC Work493
- Steel Work52
- Flooring91
- Roofing135
- Finishing114
- Repairs To Buildings108
SHOW ALL 44 CHAPTERS
- Dismantling And Demolishing85
- Miscellaneous Building Work25
- Sanitary Installations226
- Water Supply708
- Drainage135
- Pile Work31
- Aluminium Work41
- Water Proofing27
- Rain Water Harvesting & TubeWells37
- Conservation of Heritage Buildings7
- Structural Glazing Aluminium Composite Panel5
- New Technologies and Materials196
- Irrigation50
- Water Supply (Public Health)1012
- Sewerage (Public Health)213
- Miscellaneous (Public Health)71
- OHT (Works)8
- Subsoil Exploration7
- Energy Conservation Building Code137
- Site Clearance and Dismantling44
- Earth Work, Erosion Control and Drainages40
- Granular Sub-base63
- Traffic Signs,Markings & Other Road Appurtenances41
- Pipe Culverts5
- Maintenance of Roads13
- Horticulture25
- Foundation106
- Substructure54
- Superstructure97
- River Training and Protection Works10
- Repair and Rehabilitation12
- PMGSY -Works25
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