R/PUDUCHERRY SOR 2024-25
Subsoil Exploration rates
7 subsoil exploration items from the Puducherry PWD, effective 2024-08-14.
- Items
- 7
- Lowest rate
- ₹1,330.16
- Highest rate
- ₹10,954.31
- Effective from
- 2024-08-14
S-01/RATE ITEMS7 ITEMS
Subsoil Exploration rates in the Puducherry Puducherry Schedule of Rates 2024-25 run from ₹1,330.16 to ₹10,954.31. 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Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded..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
7 items. Scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 35.1.1 | Drilling 150mm diameter bore holes in all types of soils except boulders, weathered / hard rocks, conducting the following field and laboratory tests and furnishing the detailed report consisting of site plan showing the locations of the bore holes with R.L.of the locations with a reference bench mark, bore logs, field & laboratory test results, recommendations for the depths & types of foundations allowable safe bearing capacities / pile carrying capacities etc.in triplicate all as per the procedures given in the relevant I.S.codes (the rate includes mobilisation and demobilisation charges) A) Field work: (i) Conducting standard penatration test at regular intervals of 1m upto 4m depth & of 1.5m interval in further depths and change of layers. (ii) Collecting disturbed soil samples in case of cohesionless soil layers and undisturbed soil samples in case of cohesive soil layers (the representative samples shall be at every 0.5m interval including the soil recovered from split spoon sampler). (iii) Observing and recording ground water table.(iv) Collecting water sample for conducting chemical analysis if the ground water is present at or above the depth of foundations. B) Laboratory tests:(i) Grain size analysis, (ii) Atterberg's Limits, (iii) Free swell tests, (iv) Unit weight, (v) Water content (vi) Shear test / UCC test (vii) Consolidation test - upto 10 m depth from the ground level or 3m into the very dense / very hard soil strata with N value more than 50, whichever is met earlier (If the observed N values are more than 50, the same shall be ascertained in further depths of minimum 3 m at 1m intervals and if the observed N vlues are 50 or less, the test shall be continued again upto 10m depth or into the very dense / very hard strata for 3 more metres) | Nos | 10,954.31 |
| 35.1.2 | Drilling 150mm diameter bore holes in all types of soils except boulders, weathered / hard rocks, conducting the following field and laboratory tests and furnishing the detailed report consisting of site plan showing the locations of the bore holes with R.L.of the locations with a reference bench mark, bore logs, field & laboratory test results, recommendations for the depths & types of foundations allowable safe bearing capacities / pile carrying capacities etc.in triplicate all as per the procedures given in the relevant I.S.codes (the rate includes mobilisation and demobilisation charges) A) Field work: (i) Conducting standard penatration test at regular intervals of 1.5m and change of layers. (ii) Collecting disturbed soil samples in case of cohesionless soil layers and undisturbed soil samples in case of cohesive soil layers (the representative samples shall be at every 0.5m interval including the soil recovered from split spoon sampler). (iii) Observing and recording ground water table.(iv) Collecting water sample for conducting chemical analysis if the ground water is present at or above the depth of foundations. B) Laboratory tests:(i) Grain size analysis, (ii) Atterberg's Limits, (iii) Free swell tests, (iv) Unit weight, (v) Water content (vi) Shear test / UCC test (vii) Consolidation test - 10 m to 20 m depth from the ground level or 5m into the very dense / very hard soil strata with N value more than 50, whichever is met earlier (If the observed N values are more than 50, the same shall be ascertained in further depths of minimum 5 m at 1m intervals) | Metre | 1,330.16 |
| 35.1.3 | Drilling 150mm diameter bore holes in all types of soils except boulders, weathered / hard rocks, conducting the following field and laboratory tests and furnishing the detailed report consisting of site plan showing the locations of the bore holes with R.L.of the locations with a reference bench mark, bore logs, field & laboratory test results, recommendations for the depths & types of foundations allowable safe bearing capacities / pile carrying capacities etc.in triplicate all as per the procedures given in the relevant I.S.codes (the rate includes mobilisation and demobilisation charges) A) Field work: (i) Conducting standard penatration test at regular intervals of 1m upto 4m depth & of 1.5m interval in further depths and change of layers. (ii) Collecting disturbed soil samples in case of cohesionless soil layers and undisturbed soil samples in case of cohesive soil layers (the representative samples shall be at every 0.5m interval including the soil recovered from split spoon sampler). (iii) Observing and recording ground water table.(iv) Collecting water sample for conducting chemical analysis if the ground water is present at or above the depth of foundations. B) Laboratory tests:(i) Grain size analysis, (ii) Atterberg's Limits, (iii) Free swell tests, (iv) Unit weight, (v) Water content (vi) Shear test / UCC test (vii) Consolidation test - 20m to 30 m depth from the ground level or 5m into the very dense / very hard soil strata with N value more than 50, whichever is met earlier (If the observed N values are more than 50, the same shall be ascertained in further depths of minimum 5 m at 1m intervals) | Metre | 1,564.90 |
| 35.1.4 | Drilling 150mm diameter bore holes in all types of soils except boulders, weathered / hard rocks, conducting the following field and laboratory tests and furnishing the detailed report consisting of site plan showing the locations of the bore holes with R.L.of the locations with a reference bench mark, bore logs, field & laboratory test results, recommendations for the depths & types of foundations allowable safe bearing capacities / pile carrying capacities etc.in triplicate all as per the procedures given in the relevant I.S.codes (the rate includes mobilisation and demobilisation charges) A) Field work: (i) Conducting standard penatration test at regular intervals of 1m upto 4m depth & of 1.5m interval in further depths and change of layers. (ii) Collecting disturbed soil samples in case of cohesionless soil layers and undisturbed soil samples in case of cohesive soil layers (the representative samples shall be at every 0.5m interval including the soil recovered from split spoon sampler). (iii) Observing and recording ground water table.(iv) Collecting water sample for conducting chemical analysis if the ground water is present at or above the depth of foundations. B) Laboratory tests:(i) Grain size analysis, (ii) Atterberg's Limits, (iii) Free swell tests, (iv) Unit weight, (v) Water content (vi) Shear test / UCC test (vii) Consolidation test - 30m to 40 m depth from the ground level or 5m into the very dense / very hard soil strata with N value more than 50, whichever is met earlier (If the observed N values are more than 50, the same shall be ascertained in further depths of minimum 5 m at 1m intervals) | Metre | 1,877.88 |
| 35.1.5 | Conducting Chemical Analysis of ground water to check whether the ground water will affect the foundation concrete | Nos | 3,129.80 |
| 35.1.6 | Conducting Chemical Analysis of sub soil to check whether thesoil r will affect the foundation concrete | Nos | 3,129.80 |
| 35.1.7 | Making trial pits of required size upto maximum of 1.5m depth, collecting disturbed and / or undisturbed soil samples at the depth decided, conducting necessary laboratory tests and furnishing test results viz., soacked CBR value, Optimum moisture content,grain size analysis, Atterberg's limits, free swell index, field moisture content, filed density and maximum dry density etc. for formation and improvement of roads | Nos | 7,824.50 |
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
- Energy Conservation Building Code137
- Site Clearance and Dismantling44
- Earth Work, Erosion Control and Drainages40
- Granular Sub-base63
- Base & Bituminous Construction26
- 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
ARCHED / ESTIMATING
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