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| 1 | Earth work in excavation in all kinds of soil 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed |
| 2 | Earth work in excavation in all kinds of soil 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 disposal of excavated earth, lead up to 50 m and lift beyond 1.5m up to 3 m, disposed earth to be levelled and neatly dressed |
| 3 | Earth work in excavation in all kinds of soil 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 disposal of excavated earth, lead up to 50 m and lift beyond 3m up to 4.5 m, disposed earth to be levelled and neatly dressed |
| 4 | Earth work in excavation in ordinary rock 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed |
| 5 | Earth work in excavation in ordinary rock 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 disposal of excavated earth, lead up to 50 m and lift beyond 1.5m up to 3 m, disposed earth to be levelled and neatly dressed |
| 6 | Earth work in excavation in ordinary rock 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 disposal of excavated earth, lead up to 50 m and lift beyond 3m up to 4.5 m, disposed earth to be levelled and neatly dressed |
| 7 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm depth,1.5m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead up to 50m and lift up to 1.5m as directed by Engineer In Charge. Hard rock (blasting prohibited) |
| 8 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm depth,1.5m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead up to 50m and lift beyond 1.5m up to 3m as directed by Engineer In Charge. Hard rock (blasting prohibited) |
| 9 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm depth,1.5m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead up to 50m and lift beyond 3m up to 4.5m as directed by Engineer In Charge. Hard rock (blasting prohibited) |
| 10 | Excavation in rock and boulders above 500dm3 in size by non explosive agent/ splitter or any other method without resorting to the use of conventional explosive materials with jack hammer etc. drilling , conveying and disposing the unserviceable materials including all leads and lifts , cost of compressed air , jack hammer etc complete (chemical blasting) |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) ( For Tower Footing) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for: Columns, piers, abutments, pillars, posts and struts |
| 14 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 16 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 17 | Random rubble masonry with hard stone in foundation and plinth including levelling up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) ( inluding levelling up with cement concrete 1:6:12 ) |
| 18 | Plastering on the top of revetment with 1:4 (1 cement : 4 fine sand) cement mortar 20mm thick . |
| 19 | Pointing on outer faces of revetment with cement mortar 1:3 ( 1 cement : 3 fine sand): Flush/ Ruled pointing |
| 20 | Supplying and laying 75mm PVC pipes in line and levels as per the direction of departmental officers Please Enable Macros to View BoQ information |
