Stone walling at Sabu bagh of Leh forest Range under SDP new scheme plantation and fencing and drilling of bore well at various locations in Leh.

Amount

Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead 1x600x1’.6”x6’.00”x= 5400.00cfts or 152.82 cum

Earth work in excavation by mechanical means (hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm 0n plan) including disposal of excavated earth, lead up to 50m and lift upto 1.5m All kind of soil 600’x2’.00”x1.0” =1200cfts or 33.96cum

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) up to plinth level and curing complete with: 7.1.1 Cement mortar 1:6 (1 Cement: 6 coarse sand. u/g:600’x2’.00”x1’.6” =1800 cfts a/g600’x1’.6”x6’.00” =5400 cfts Pillar /buttress wall 40x1’.6”x2’.0”x 8’.0” =960 cfts Total= 8160.00cfts --------------A D/d for cement mortar pillars wall: 40x1’.6”x1’.6”x 8’.0” =720.00 cfts------------B Net Qty after D/d(A-B) =8160.00cfts -720.00 cfts =7440.00cfts or 210.55 cum

Providing and lying damp proof course 50mm thick with cement concrete 1:2:4(1cement 3 fine sand 6 graded stone agg.12.5 nominal size) as a coping. 2x 540’x2’.00” =2160.00 Sqft 2x 40x2.00” = 160 sqft T=2320.00 sqft or 215.61 sqm.