Permanent Restoration of road from Khaniyan to Dandote Km 1st and Km 2nd.

Slip clearance in soils mixed with moorum kanker etc

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind of soil)

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 of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. 600 mm dia. R.C.C. pipe

Stone filling hand packed in horizontal on level including cost of stones.

Hand-packing stones in wire-crates including the cost of stones & including the cost of crates,( all Complete Job) NSI

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

Stone for an an average distance of 10 Km by M.T

Disposal of mulba for an an average distance of 1 Km by M.T