Common Tin Shade work in Hathigaon

BSR Item 1.6 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil I. 10nos (.60x.60x1.51m)=5.43 II. 42.20x.60x.60m =15.19

BSR Item 3.1.6 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.40mm nominal size). (1 cement : 4 coarse sand : 8 graded stone aggregate 40) I. 10nos (.60x.60x15m)=0.54 II. 42.20x.60x.15m =3.79

BSR Item 3.1.1 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : I. 10nos (.45x.45x1.36m)=2.74 II. 42.20x.45x.60m =11.39

BSR Item 4.10.2 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : I. 10nos (.45x1.51x4m), coloum=27.18 II. 2(37.7x.60m) DPC =45.24

BSR Item 4.13 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. A. coloumn 1.51x4x10 =60.4Rmtr DPC 42.20x6 =253.2 Rmtr T0tal =313.60 Rmtr weight 10 mm rod = .617 KG 313.60x.617 =193.49 kg = 193.49 B. Ring Bar 8mm size bar .375 66+190 =256nos weight 348 Rmtr x .375 = 130.50 kg =130.50

BSR Item 10.1.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required. 1.00 mm thick with zinc coating not less than 275 gm/m2 9.10x21.60

BSR Item 12.46.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

BSR Item 9.3.1 Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. A. post 10 nos 6x3 channel per mtr. wet.= 16.79kg =2542 10x7.57x2 =151.4 Rmtr 151.4 x 16.79 = 2542.006kg B. 5 nos 10x4 gatar per mtr wet. = 32kg =1456 9.10 x 5 =45.5 Rmtr 45.5 x 32 = 1456 kg C. 6x3 gater 4 nos per mtr wet. = 20 kg =1728 21.60 x 4 = 86.40 Rmtr 86.40 x 20 = 1728 kg D. pipe 6x3 4 nos per mtr wet = 10.75 =928.80 21.60 x 4 =86.40 Rmtr 86.40 x 10.75 =928.80 kg E. 3x1.5 chenal per mtr wet = 7.126 =437.53 21.60+21.60+9.10+9.10 =61.40 Rmtr 61.40 x 7.126 = 437.53kg F. 16 mm think plet wet. = 7 =70.00 10 x .45x.45 = 10 x 7 =70 kg