Restoration/Construction of offtakes of various Zamindari Khuls Viz. Naibdur Khul, Sona Khul etc at Hashroo by way of crate protection works, laying RCC Spun Pipes and Re-sectioning at spots.

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 :

Earth work in bulk excavation by manual means 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

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: Foundations, footings, bases for columns

Hand-packing stones in wire-crates; excluding cost of crates and stones

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.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportionof 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 600 mm dia. R.C.C. pipe

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

Supply of crate mesh (4"*4") ( including carriage of mechnical transport).

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 Materials from source upto road site by Mechanical transport including cost of loading unloading and stacking Soling Boulder avg. lead of 8 km

600mm dia RCC spun pipes for av lead 08km

Sand for av lead 22km

40mm stone aggregate from av lead 10km

20mm stone agg for av lead 10 km

Cement for av lead 5km

Steel for av lead 5km

Extra carriage of Materials from road site to site of work by Manual labour Including loading unloading and stacking Avg. Lead 100 mtr. Stone boulder

RCC spun pipes

40mm stone agg

20mm stone agg

Cement

Steel

Crate mesh