Ugradation Of I Khul At Doltonklung Hankar

Earth work in excavation by manual means 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.All kinds of soil .

providing and laying of dry stone soling and pitching including the cost of stone.

Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level . 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 20 mm nominal size derived from natural sources)

Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Centering and shuttering including strutting, propping etc. and removal of formwork for Foundations, footings, bases for columns

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates

Add cost of wire crates 4”x4” mesh.

Providing and laying of PVC pipe 12" dia with 12 mm thikness, cutting of earth and refilling of earth including cost of pipe and Carriage all Complete job.

Carriage charge of Cement an avg lead 116 km by MT and 300 Mtrs H.L

Carriage charge of Sand and Agg an avg lead 90 km by MT and 300 Mtrs H.L

Carriage charge of Stone an avg lead 5 km MT and 250 mtrs by H.L.