Puducherry SOR 2024-25
Earth Work, Erosion Control and Drainages rates
40 earth work, erosion control and drainages items from the Puducherry PWD, effective 2024-08-14.
Earth Work, Erosion Control and Drainages rates in the Puducherry Puducherry Schedule of Rates 2024-25 run from ₹3.64 to ₹1,687.21. 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Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded.. Reference only — verify against the official source before pricing a bid.
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40 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 3.1 | Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres | Cum | 444.28 |
| 3.2 | Excavation in ordinary rock using manual means including loading in truck and carrying of excavated materials to embankment site with all lifts and lead upto 1000 metres | Cum | 673.17 |
| 3.3 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres) including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections | Cum | 92.03 |
| 3.4 | Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres (average lead 50m), trimming bottom and side slopes in accordance with the requirements to lines, grades and cross sections | Cum | 163.55 |
| 3.6 | Excavation for roadwork in soil with hydraulic excavator of 0.9cum 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 all lifts and lead upto 1000m | Cum | 44.45 |
| 3.7 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 1000m, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections | Cum | 58.60 |
| 3.10 | Excavation for roadway in marshy soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000m, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections | Cum | 50.29 |
| 3.11 | Removal of unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding replacement by suitable soil which shall be paid separately as per Clause 305 | Cum | 44.84 |
| 3.12 | Carrying 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 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000m, all as specified in Clause No.303 | Sqm | 325.98 |
| 3.13.2A | Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by manual means - depth upto 3m (Ordinary rock - not requiring blasting) | Cum | 1,098.67 |
| 3.13.2B | Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - Ordinary rock | Cum | 65.73 |
| 3.13.3A | Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by manual means - Hard rock - requiring blasting | Cum | 1,687.21 |
| 3.13.4A | Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - Hard rock - blasting prohibited | Cum | 892.67 |
| 3.13.5A | Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, constn. Of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by manual means - depth upto 3m (Marshy soil) | Cum | 1,547.09 |
| 3.13.5B | Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, constn. Of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - depth upto 3m (Marshy soil) | Cum | 610.85 |
| 3.13A | Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by manual means - depth upto 3m (Ordinary soil) | Cum | 878.94 |
| 3.13B | Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - depth upto 3m (Ordinary soil) | Cum | 54.65 |
| 3.14 | Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 metres - by manual means | Sqm | 60.96 |
| 3.15 | Scarifying the existing bituminous surfaceto a depth of 50mm and disposal of scarified material within all lifts and lead upto 1000 metres - by mechanical means | Sqm | 6.73 |
| 3.16 | Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 | Cum | 254.17 |
| 3.17 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 | Cum | 88.74 |
| 3.18 | Construction of subgrade and earthern shoulders with approved materials obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 | Cum | 272.66 |
| 3.19A | Loosening of the ground upto a level of 500mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction | Cum | 50.90 |
| 3.19B | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 32.55 |
| 3.20 | Stripping, storing of top soil by road side at 15m 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 | Cum | 573.28 |
| 3.21 | Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing to the required levels and satisfaction of the farmer | Cum | 55.22 |
| 3.22 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slop, verges or other locations shown on the drawing or including preparation of ground, fetching of sods and watering | Sqm | 58.11 |
| 3.23 | Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per Clause 308 | Sqm | 157.85 |
| 3.24A | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clase 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) - by mechanical means | Metre | 69.30 |
| 3.24B | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clase 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) - by manual means | Metre | 219.73 |
| 3.25A | Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions to the requirement of clase 301 to 309. Excavated material to be used in embankment at site - by mechanical means | Metre | 139.87 |
| 3.25B | Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clase 301 to 309. Excavated material to be used in embankment at site - by manual means | Metre | 329.60 |
| 3.27 | Construction of sub surface drain with perforated pipe of 100mm internal dia of metal / asbestos cement / cement concrete / PVC closely jointed, perforations ranging from 3mm to 6mm depending upon size of material surrounding the pipe, with 150mm bedding below the pipe and 300mm cushion above the pipe cross section of excavation 450x550mm. Excavated material to be utilised in roadway at site | Metre | 612.72 |
| 3.28 | Construction of aggregate sub-surface drain 300x450mm with aggregates confirming to Table 300-4, excavated material to be utilised in roadway | Metre | 265.16 |
| 3.30 | Preparation 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 8-10 tonne smooth wheeled roller, complete as per clause 310 | Sqm | 3.64 |
| 3.31 | Construction of rockfill, embankment with broken hard rock fragments of size not exceeding 300mm laid in layers not exceeding 500mm thick including filling of surface voids with stone spalls, binding top layer with granular material, rolled with vibratory road roller, all complete as per Clause 313 | Cum | 63.88 |
| 3.32 | Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres | Cum | 131.00 |
| 3.33 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres | Cum | 210.16 |
| 3.34 | Excavation in hilly area in hard rock requiring blasting by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres | Cum | 370.98 |
| 3.36 | Construction of embankment with flyash conforming to table 1 of IRC:SP58-2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC:SP:58-2001 and as per approved plans | Cum | 1,043.50 |
Other chapters in this schedule
- Earth Work (70)
- Concrete Work (72)
- Reinforced Concrete Work (131)
- Brick Work (57)
- Stone Work (50)
- Cladding Work (71)
- Wood and PVC Work (493)
- Steel Work (52)
- Flooring (91)
- Roofing (135)
- Finishing (114)
- Repairs To Buildings (108)
- Dismantling And Demolishing (85)
- Miscellaneous Building Work (25)
- Sanitary Installations (226)
- Water Supply (708)
- Drainage (135)
- Pile Work (31)
- Aluminium Work (41)
- Water Proofing (27)
- Rain Water Harvesting & TubeWells (37)
- Conservation of Heritage Buildings (7)
- Structural Glazing Aluminium Composite Panel (5)
- New Technologies and Materials (196)
- Irrigation (50)
- Water Supply (Public Health) (1012)
- Sewerage (Public Health) (213)
- Miscellaneous (Public Health) (71)
- OHT (Works) (8)
- Subsoil Exploration (7)
- Energy Conservation Building Code (137)
- Site Clearance and Dismantling (44)
- Granular Sub-base (63)
- Base & Bituminous Construction (26)
- Traffic Signs,Markings & Other Road Appurtenances (41)
- Pipe Culverts (5)
- Maintenance of Roads (13)
- Horticulture (25)
- Foundation (106)
- Substructure (54)
- Superstructure (97)
- River Training and Protection Works (10)
- Repair and Rehabilitation (12)
- PMGSY -Works (25)
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