Construction of protection wall in irrigation canal near the land of ward 67 ghulam mohi din mir at inderhama

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Dumping stone excl. cost of stones in horizontal on level.

Supply of stone boulders

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings bases of columns

12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

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 upto 50 m and lift upto 1.5 m.

Carriage of material by mechanical transport including loading unloading and stacking from source to road site.

Stone Soling avg. 5 km

20mm agg 25 kms.

Sand avg. 25 kms.

Cement avg 25 kms.

Carriage of material by manual labour including loading unloading and stacking upto 50 mtrs.

Stone Soling

20mm agg

Sand avg

Cement