Laying of RCC spun Pipes on Bemina Nallah at Wani Mohalla Bemina.

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 excluding cost of stones. in Horizontal on level

Supply of Stone soling/boulder (nallah) nominal size 225 mm

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete

Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)

Filling E/c bags with availalble earth including cost of strings and sewing

Cost of E/C bags .

Placing of earth filled bags in position(Dry)

Carriage of Materials from source upto road site by Mechnical transport including cost of loading unloading and stacking : Stone soling avg. lead of 15 km

40mm Stone aggregate avg. lead 10km

20mm chrushed aggregate avg. lead 10 km

Sand avg. lead 25km

Cement avg. lead 01 km

Rcc spun pipes 450m avg. lead 10 km

Steel avg. lead 10 km

Printing of Geo Tagged Photograps pre-post and during execution.