Restoration of Road Nabni Kala to Kote Fazlabad. (Under Non Plan)

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 900 mm dia. R.C.C. pipe

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

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Hand Packed Stone in wire crate including the cost of stone and wire crate complete job.

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

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters

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 900 mm dia. R.C.C. pipe by an average distance of 90 Km by M.T.

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.