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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge (a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix complete in all respect ) within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto all metre and lift upto all m, within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge. - All work up to plinth level : -1:5:10 (1 cement : 5 fine sand : 10 gradedstone aggregate 40 mm nominal size) |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge. finishing and reinforcement :- 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominalsize |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars |
| 6 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 7 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge (a) ( Old dismentled steel) (30% of through rate) |
| 8 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge. |
| 9 | 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, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever (a) 0.63 mm thick with zinc coating not less than 275 gm/ m² ( Old dismentled sheet ) 30% of through rate) within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge |
| 10 | 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, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever (a) 0.63 mm thick with zinc coating not less than275 gm/ m² within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge |
| 11 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge (a) 0.63 mm thick with zinc coating not less than275 gm/m² within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge |
| 12 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge.(a) Red sand stone |
| 13 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (a) Two or more coats on new work over and under coat of suitable shade with ordinarypaint of approved brand and manufacture within all metres lead and lifts as per direction & best satisfaction of Engineer - in - charge Please Enable Macros to View BoQ information |
