Chhattisgarh SOR 2026
Earth Work rates
46 earth work items from the Chhattisgarh Public Works Department (PWD), effective 2026-06-10.
Earth Work rates in the Chhattisgarh Building Schedule of Rates 2026 run from ₹1.60 to ₹6,370.00. Transcribed from Chhattisgarh PWD — Modified Building SOR, 10 June 2026. Reference only — verify against the official source before pricing a bid.
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46 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 1.1 | Pumping out water caused by springs tidal or river seepage, broken water main or drains and like during Excavation or during Excavation and laying of base concrete (volume to be calculated taking height from water level to bottom of pit and to be measured and paid) | Cum | 124.00 |
| 1.1.1 | Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.In all types of soils | Cum | 157.00 |
| 1.1.2 | Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.In ordinary rocks | Cum | 227.00 |
| 1.1.3 | Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.In hard rocks requiring blasting | Cum | 385.00 |
| 1.1.4 | Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.In hard rocks where blasting in prohibited | Cum | 678.00 |
| 1.2 | Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area) | Sqm | 6.00 |
| 1.3.1 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material after cutting in approved sizes and disposal of unserviceable material.Beyond 30 cm girth upto and including 60 cm girth | Each | 112.00 |
| 1.3.2 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material after cutting in approved sizes and disposal of unserviceable material.Beyond 60 cm girth upto and including 120 cm girth | Each | 495.00 |
| 1.3.3 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material after cutting in approved sizes and disposal of unserviceable material.Beyond 120 cm girth upto and including 240 cm girth | Each | 2,313.00 |
| 1.3.4 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material after cutting in approved sizes and disposal of unserviceable material.Above 240 cm girth | Each | 4,663.00 |
| 1.4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared | Sqm | 3.00 |
| 1.5 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared | Sqm | 1.60 |
| 1.6.1 | Extra for every additional lift of 1.5 m or part thereof.All types of soils | Cum | 23.00 |
| 1.6.2 | Extra for every additional lift of 1.5 m or part thereof.Ordinary or hard rocks | Cum | 40.00 |
| 1.7 | Extra rate for quantity of work executed in or under water and/ or liquid mud including pumping out water | Cum | 43.00 |
| 1.8 | Extra rate for quantity of work executed in or under foul condition | Cum | 37.00 |
| 1.9 | ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm) | Sqm | 6,370.00 |
| 1.11.1 | Open timbering in foundation trenches including strutting and shoring complete (measurements to be taken of the face area timbered.)Depth not exceeding 1.5 M | Sqm | 151.00 |
| 1.11.2 | Open timbering in foundation trenches including strutting and shoring complete (measurements to be taken of the face area timbered.)Depth exceeding 1.5 M. but not exceeding 3 M | Sqm | 154.00 |
| 1.11.3 | Open timbering in foundation trenches including strutting and shoring complete (measurements to be taken of the face area timbered.)Depth exceeding 3.0 M | Sqm | 157.00 |
| 1.12.1 | Open timbering in case of shaft, wells cesspit, manholes and like, including strutting, shoring etc. complete (measurements to be taken of face are timbered)Depth not exceeding 1.5 M | Sqm | 126.00 |
| 1.12.2 | Open timbering in case of shaft, wells cesspit, manholes and like, including strutting, shoring etc. complete (measurements to be taken of face are timbered)Depth exceeding 1.5 M. but not exceeding 3 M | Sqm | 131.00 |
| 1.12.3 | Open timbering in case of shaft, wells cesspit, manholes and like, including strutting, shoring etc. complete (measurements to be taken of face are timbered)Depth exceeding 3.0 M | Sqm | 152.00 |
| 1.13 | Extra for planking and strutting in open timbering if required to be left permanently in position (Face to face area of the timber permanently left to be measured) | Sqm | 1,098.00 |
| 1.14.1 | Close timbering in foundation trenches including strutting, shoring and packing cavities where ever required complete (Measurement to be taken of the face area timbered).Depth not exceeding 1.5 M | Sqm | 296.00 |
| 1.14.2 | Close timbering in foundation trenches including strutting, shoring and packing cavities where ever required complete (Measurement to be taken of the face area timbered).Depth exceeding 1.5 M. but not exceeding 3 M | Sqm | 299.00 |
| 1.14.3 | Close timbering in foundation trenches including strutting, shoring and packing cavities where ever required complete (Measurement to be taken of the face area timbered).Depth exceeding 3.0 M | Sqm | 302.00 |
| 1.15.1 | Close timbering in case of shaft, walls, cesspit, manholes and like including strutting shoring and packing cavities (wherever required complete measurement to be taken of the face area timbered).Depth not exceeding 1.5 M | Sqm | 312.00 |
| 1.15.2 | Close timbering in case of shaft, walls, cesspit, manholes and like including strutting shoring and packing cavities (wherever required complete measurement to be taken of the face area timbered).Depth exceeding 1.5 M. but not exceeding 3 M | Sqm | 333.00 |
| 1.15.3 | Close timbering in case of shaft, walls, cesspit, manholes and like including strutting shoring and packing cavities (wherever required complete measurement to be taken of the face area timbered).Depth exceeding 3.0 M | Sqm | 355.00 |
| 1.16 | Extra for planking, strutting and packing materials for cavities in close timbering if required to be left permanently in position (face area of the timber permanently left, to be measured) | Sqm | 2,143.00 |
| 1.18 | Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete | Cum | 315.00 |
| 1.19 | Providing filling and compacting local earth (from approved source pit) in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete | Cum | 206.00 |
| 1.20.1 | Excavating holes upto 0.25 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m.All kinds of soil | Each | 37.00 |
| 1.20.3 | Excavating holes upto 0.25 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m.Hard rock (requiring blasting) | Each | 186.00 |
| 1.20.4 | Excavating holes upto 0.25 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m.Hard rock (blasting prohibited) | Each | 249.00 |
| 1.21 | Deduct for the serviceable excavated stone received from the excavation of hard rock which is the property of contractor | Cum | 173.00 |
| 1.23.1 | Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for post - constructional ani- termite treatment (excluding cost of chemical emulsion):Along external wall where the apron is not provided using diluted chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete | Metre | 8.00 |
| 1.23.2 | Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for post - constructional ani- termite treatment (excluding cost of chemical emulsion):Along external wall below concrete or masonry apron along the plinth wall using diluted chemical emulsion @ 0.65 litres per hole including drilling 12mmdia holes 300mm apart and plugging the same with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing apron after injecting chemical emulsion | Metre | 13.00 |
| 1.23.3 | Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for post - constructional ani- termite treatment (excluding cost of chemical emulsion):Treatment of masonry wall/ soil under existing floors using diluted chemical emulsion @ one litre per hole, including drilling 12 mm diameter holes at the junction of floor and walls along the cracks on the floor at the interval of 300 mm and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor | Metre | 9.00 |
| 1.24 | Diluting chemical emulsion (chlorpyrifos/ lindane) in oil or kerosene based solution as per manufacturers recommendation and injecting the diluted chemical emulsion for post - constructional anti-termite treatment of wood work at points of contact @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same | Metre | 100.00 |
| 1.25.1 | Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for pre-constructional curative cum preventive anti-termite treatment:(Five year service guarantee bond to be signed by contractor)Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm | Sqm | 23.00 |
| 1.25.2 | Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for pre-constructional curative cum preventive anti-termite treatment:(Five year service guarantee bond to be signed by contractor)Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the interval of 300 mm and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) | Metre | 16.00 |
| 1.25.3 | Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for pre-constructional curative cum preventive anti-termite treatment:(Five year service guarantee bond to be signed by contractor)Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the interval of 300 mm and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) | Metre | 11.00 |
| 1.26.3 | Carriage by mechanical transport upto 5 km lead:Dismantled Building debris (Mulba) | Cum | 78.00 |
| 1.27.3 | Extra for mechanical transport for every one km or part thereof beyond first 5 km lead.Dismantled Building debris (Mulba) cum | KM | 8.00 |
Other chapters in this schedule
- Form Work (20)
- Cement Concrete (Plain and Reinforced) (24)
- Water Proofing (25)
- Stone Work (12)
- Brick Work (44)
- Wood and PVC Work (128)
- Steel and Aluminium Work (73)
- Roofing and Ceiling (77)
- Plastering and Pointing (52)
- Flooring (87)
- Marble & Stone Wall Lining Work (24)
- Distempering, Painting and Finishing (57)
- Dismantling and Demolishing (53)
- Repair to Buildings (49)
- Sanitary Installations (64)
- Water Supply (64)
- Drainage (48)
- Tube Well & Rain Water Harvesting (8)
- Horticulture & Landscaping (32)
- Fire Fighting (30)
- Miscellaneous (8)
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