Permanent Restoration of Link Road Sanai.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil:

Slip Clearence In soils; mixed with moorum/ Kankar/ shingle/ boulders; disposal 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. Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 600 mm dia. R.C.C. pipe

RBM filling including loading,unloading, stacking, watering at site and consolidation with the power load roller complete job as per necesity of site.

Filling of stone in wire crate incluing the cost of stone, crate and Carriage complete job.

Carriage of Materials by M.T including loading and unloaing complete job. Carriage of Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 600 mm dia. R.C.C. pipe by an average distance of 90 Km by M.T.

Shifting of Mulba by an average ditance of 1 Km by M.T.