Construction Of Foothpath And Walling From Napishu Maney To Rizong Labrang

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5min width or10sqm on plan), including dressing of sides and ramming of bottoms, liftupto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. 2.9.1 All kinds of soil.

Providing and laying of soiling stone including the cost of stone in horizontal on level.

Providing and laying in position cement concrete of specified grade excluding the cost 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 40 mm nominal size derived from natural sources)

Randomrubblemasonrywithhard stone in foundation andplinth including levellingupwithcementconcrete1:6:12(1cement :6coarsesand:12graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)

Carraige of cement lead upto 5km

Carraige of sand lead upto 10km

Carraige of stone agg lead upto 10km

Carraige of stone lead upto 5km

Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1cement:2coarse sand (zoneiii):4 graded stone aggregate 20mm nominal size)

Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size)