Chain-link fencing, plantation work, construction of water storage tank and Drip Irrigation works at Chilam Community plantation area of Durbuk Forest Range for the year 2026-27 under CAMPA 5(2) b

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 Area= 1x 16’.00x12’.00”x2’.6”=480.00cfts or 13.58cum

Providing and laying in position cement concrete of specified grade including of centering and shuttering all work up to plinth level 1:3:6 (1 cement 3 fine sand 6 graded stone agg. 20mm nominal size) 1. crushed 2x16’.00”x2’.6”x0.3”=20.00cfts 2x12’.00”x2’.6”x0.3”=15.00cfts T=35.00cum or 0.99 cum

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) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) 2x16’00”x2’.0”x2.6”=160.00cfts 2x12’.00”x2’.0”x2’.6”=120.00cfts T =280.00cfts or 7.92cum

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 centering, shuttering and curing complete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominalsize) Super structure 2x 16.0x1’-6”x 7’-6” =180.00cfts 2x 12.0x1’-6”x 7.’-6” =270.00cfts T =450.00cfts or 12.73cum

Stone filling dry pitching complete work including cost of stone 1x 12’.00’’8’.00”=96.00sft or 8.91sqm

Providing and laying DPC 50mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size) Nallah 1x12’.00”x8’.0”=96.00sfts or 8.91sqm

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size Lintel:-2x16’-0”x1’-6”x0’-9” = 36.00cfts 2x8-0”x1’-6”x0’-9” = 18.00 cfts T=54.00cfts R.C.C flooring and slab= 1x12’.00”x8’.00”x0.5”=39.36cfts 2x16’.00”x12’.00”x0.5”=78.72cfts G.T= 172.08 or 4.86 cum

Reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. 4.86 Qty.= @1.2Qtl./cum i,e 5.83 qtls or 583kgs

Centering and shuttering including strutting, propping etc. and removal of form work for. RCCDPC 2x16’-0”x0’-9” = 24.00sqft 2x8-0”x0’-9” = 12.00 sqft Slab 1x 16’.00”x 12’.00”= 192.00sfts T= 228.00sqft or 21.18sqm