Haryana SOR 2021
Earth Work and Rock Cutting rates
71 earth work and rock cutting items from the Haryana PWD (Buildings & Roads), effective 2021-03-31.
Earth Work and Rock Cutting rates in the Haryana Haryana Schedule of Rates 2021 run from ₹2.00 to ₹4,142.00. Transcribed from Haryana PWD (B&R) — Haryana Schedule of Rates 2021, issued with the approval of the Direction Committee of Chief Engineers, 31 March 2021. Reference only — verify against the official source before pricing a bid.
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71 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 4.1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | Sqm | 7.00 |
| 4.2 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared | Sqm | 3.00 |
| 4.3.1 | FeUing 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 and disposal of unserviceable materialBeyond 30 cm girth up to and including 60 cm girth | Each | 196.00 |
| 4.3.2 | FeUing 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 and disposal of unserviceable materialBeyond 60 cm girth up to and including 120 cm girth | Each | 894.00 |
| 4.3.3 | FeUing 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 and disposal of unserviceable materialBeyond 120 cm girth up to and including 240 cm girth | Each | 4,142.00 |
| 4.4.1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 mAll kinds of soil | Sqm | 12.00 |
| 4.5.1 | Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the sameAll kinds of soil | Sqm | 15.00 |
| 4.6 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge | Cum | 23.00 |
| 4.7.1.1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge50m lead | Sqm | 59.00 |
| 4.7.1.2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge15 m lead | Sqm | 42.00 |
| 4.8.1 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 mAll kinds of soil | Cum | 158.00 |
| 4.9.1 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 mAll kinds of soil | Cum | 115.00 |
| 4.10 | Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth | Cum | 4.00 |
| 4.11 | Deduct for not watering the excavated earth for banking | Cum | 19.00 |
| 4.12.1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-chargeAll kinds of soil | Cum | 87.00 |
| 4.13.1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-chargeOrdinary rock | Cum | 145.00 |
| 4.13.2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-chargeHard rock (requiring blasting) | Cum | 334.00 |
| 4.13.3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-chargeHard rock (blasting prohibited) | Cum | 338.00 |
| 4.14.1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil | Cum | 93.00 |
| 4.15.1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 mOrdinary rock | Cum | 126.00 |
| 4.15.2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 mHard rock (requiring blasting) | Cum | 337.00 |
| 4.15.3 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 mHard rock (blasting prohibited) | Cum | 378.00 |
| 4.16.1.1 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 mPipes, cables etc, not exceeding 80 mm dia | Metre | 62.00 |
| 4.16.1.2 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 mPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 69.00 |
| 4.16.1.3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 mPipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 96.00 |
| 4.17 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre) | Metre | 3.00 |
| 4.18 | Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) | Metre | 7.00 |
| 4.19.1.1 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 mPipes, cables etc. not exceeding 80 mm dia | Metre | 97.00 |
| 4.19.1.2 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 mPipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre | 156.00 |
| 4.19.1.3 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 mPipes, cables exceeding 300 mm dia but not exceeding 600 mm dia | Metre | 186.00 |
| 4.19.2.1 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m — Hard rock (requiring blasting)Pipes, cables etc. not exceeding 80 mm dia | Metre | 168.00 |
| 4.19.2.2 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m — Hard rock (requiring blasting)Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre | 337.00 |
| 4.19.2.3 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m — Hard rock (requiring blasting)Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia | Metre | 400.00 |
| 4.19.3.1 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m — Hard rock (blasting prohibited)Pipes, cables etc. not exceeding 80 mm dia | Metre | 186.00 |
| 4.19.3.2 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m — Hard rock (blasting prohibited)Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre | 372.00 |
| 4.19.3.3 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m — Hard rock (blasting prohibited)Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia | Metre | 441.00 |
| 4.20 | Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre) | Metre | 2.00 |
| 4.21 | Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre) | Metre | 4.00 |
| 4.22.1 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 m | Sqm | 121.00 |
| 4.22.2 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 127.00 |
| 4.22.3 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 142.00 |
| 4.23.1 | Close timbering in case of shafts, wells, cesspits, manholes and the.. like including strutting,.. shoring. and packing. cavities......,Depth not exceeding 1.5 m | Sqm | 125.00 |
| 4.23.2 | Close timbering in case of shafts, wells, cesspits, manholes and the.. like including strutting,.. shoring. and packing. cavities......,Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 140.00 |
| 4.23.3 | Close timbering in case of shafts, wells, cesspits, manholes and the.. like including strutting,.. shoring. and packing. cavities......,Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 154.00 |
| 4.24.1 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 m | Sqm | 107.00 |
| 4.24.2 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 115.00 |
| 4.24.3 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 123.00 |
| 4.25 | Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left permanently in position. (Face area of timber permanently left to be measured) | Sqm | 1,547.00 |
| 4.26.1 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)Depth not exceeding 1.5 m | Sqm | 62.00 |
| 4.26.2 | Open timbering in 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 | 66.00 |
| 4.26.3 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 73.00 |
| 4.27 | Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered): 4.27. 1 Depth not exceeding 1.5 m | Sqm | 54.00 |
| 4.27.2 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 61.00 |
| 4.27.3 | Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 69.00 |
| 4.28.1 | Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 m | Sqm | 36.00 |
| 4.28.2 | Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 41.00 |
| 4.28.3 | Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 48.00 |
| 4.29 | Extra for planking and strutting in open timbering if required to be left permanently in position. (Face area of the timber permanently left to be measured) | Sqm | 797.00 |
| 4.31.1 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materialsAll kinds of soil | Cum | 57.00 |
| 4.31.2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materialsOrdinary or hard rock | Cum | 102.00 |
| 4.32 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m | Cum | 52.00 |
| 4.33 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete | Cum | 82.00 |
| 4.34.1 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm 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 up to 1.5 mAll kinds of soil | Each | 19.00 |
| 4.34.2 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm 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 up to 1.5 mOrdinary rock | Each | 26.00 |
| 4.34.3 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm 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 up to 1.5 mHard rock (requiring blasting) | Each | 68.00 |
| 4.34.4 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm 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 up to 1.5 mHard rock (blasting prohibited) | Each | 76.00 |
| 4.35.1 | Earthwork over roofs of one storey building with good earth, free of any admixture of foreign matter, including breaking of clods, ramming, watering, dressing and horizontal lead up to 50 metresExtra for every additional storey | Cum | 13.00 |
| 4.36 | Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading, unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment) | Cum | 69.00 |
| 4.38.1 | Supplying chemical emulsion in sealed containers including delivery as specifiedChlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 221.00 |
| 4.39 | Providing and injecting chemical emulsion for PRE- CONSTRUCTIONAL anti termite treatment and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, along with the external perimetre of building, expansion joints surrounding of pipes and conduit etc, complete (plinth area of the building at ground floor only shall be measured) using Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Sqm | 318.00 |
| 4.40.5 | Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion)Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 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 | 230.00 |
Other chapters in this schedule
- Dismantling and Demolition (93)
- Concrete and RCC Work (148)
- Brick Work and Stone Masonry (101)
- Cladding Work (61)
- Hoisting and Roofing (126)
- Flooring and Dados (181)
- Finishing Works (129)
- Wood Work, PVC and Aluminum Doors and Windows (291)
- Steel and Iron Work (64)
- Lining and Outlets (71)
- Deep Foundations (141)
- River and Canal Protection Works (57)
- Road Works (112)
- Miscellaneous (Buildings) (114)
- Water Supply (879)
- Sewerage and Drainage (1019)
- Sanitary Installations (642)
- Horticulture and Land Scaping (125)
- Bridges (Substructure, Superstructure, Bearings & Expansion Joints) (32)
- Water Proofing and Heat Insulation of Buildings (54)
- Structural & Aluminium Glazing (7)
- Repairs and Maintenance of Buildings (146)
- Strengthening and Retrofitting of Buildings (34)
- Innovating Technologies, New Materials and Solar Panels (123)
- Rain Water Harvesting & Tube wells (45)
- Road Furniture (82)
- Miscellaneous (Roads) (35)
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