Puducherry Schedule of Rates 2024-25
- Items reproduced
- 5,030
- Chapters
- 46
- Edition
- 2024-25
- Effective from
- 2024-08-14
- 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
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Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded..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. Departments amend rates through correction slips between editions, so verify against the official source before pricing a bid. Items we could not transcribe unambiguously have been left out.
Browse by chapter
5,030 items across 46 chapters. Each chapter is searchable and sortable.
- 01Earth Work70
- 02Concrete Work72
- 03Reinforced Concrete Work131
- 04Brick Work57
- 05Stone Work50
- 06Cladding Work71
- 07Wood and PVC Work493
- 08Steel Work52
- 09Flooring91
- 10Roofing135
- 11Finishing114
- 12Repairs To Buildings108
- 13Dismantling And Demolishing85
- 14Miscellaneous Building Work25
- 15Sanitary Installations226
- 16Water Supply708
- 17Drainage135
- 18Pile Work31
- 19Aluminium Work41
- 20Water Proofing27
- 21Rain Water Harvesting & TubeWells37
- 22Conservation of Heritage Buildings7
- 23Structural Glazing Aluminium Composite Panel5
- 24New Technologies and Materials196
- 25Irrigation50
- 26Water Supply (Public Health)1,012
- 27Sewerage (Public Health)213
- 28Miscellaneous (Public Health)71
- 29OHT (Works)8
- 30Subsoil Exploration7
- 31Energy Conservation Building Code137
- 32Site Clearance and Dismantling44
- 33Earth Work, Erosion Control and Drainages40
- 34Granular Sub-base63
- 35Base & Bituminous Construction26
- 36Traffic Signs,Markings & Other Road Appurtenances41
- 37Pipe Culverts5
- 38Maintenance of Roads13
- 39Horticulture25
- 40Foundation106
- 41Substructure54
- 42Superstructure97
- 43River Training and Protection Works10
- 44Repair and Rehabilitation12
- 45PMGSY -Works25
Other items
4 items in 1 smaller chapters.
4 items. Scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 6.1 | Construction 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 aggregates 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 tonne vibratory roller, finishing and curing | Cum | 4,264.52 |
| 6.2 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design,transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction,expansion, construction and longitudinal joints, joint filler, separation membrane,sealant primer,joint sealant, debonding strip,dowel bar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | Cum | 7,860.63 |
| 6.3 | Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength finishing and curing | Cum | 4,632.53 |
| 6.5 | Construction of base/sub-base using cement,fine aggregate,flyash and coarse aggregates proportioned as per table 4 of IRC:74-1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide Clause 7.6.3 of IRC:74-1979, construction joints properly formed at the end of day's work, cured for 14 days, all as specified in IRC:74-1979 and as per approved plans | Cum | 3,958.80 |
How to use the Puducherry Schedule of Rates
The puducherry schedule of rates sets the department's accepted rate for each item of work, and estimates for Puducherry government projects are built by mapping a project's Bill of Quantities to these items. Rates here run from ₹0.47 per litre to ₹8,53,431.14 each, spanning 46 chapters from earthwork through to finishing trades.
Three things routinely go wrong. Estimators price against a superseded edition, because correction slips are published separately from the main schedule. They pick a nearly-similar item code rather than the exact one, which can pass an internal review and still be rejected by the department. And they miss that a rate is quoted for a different unit than the BOQ uses. A litre rate applied to a nos quantity is a large error that looks reasonable on a spreadsheet.
For the schedules published by every other state, see the Schedule of Rates by state directory, and for how SOR items relate to a tender's BOQ, the guide to SOR vs BOQ.
Pricing a live tender against this schedule
Mapping a tender BOQ to the right SOR items by hand, applying the current cost index and catching where rates have moved since the base edition takes time and is easy to get wrong. We can do it for you: send the tender and we return a priced BOQ on the applicable schedule, with rate build-ups and an engineer's sign-off.