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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with.1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) With 20% plum |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for:4.6.1 Foundations, footings, bases for columns |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 6 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishingand making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steelbolts etc. of required size, on the top of the floor or the side of waist slabwith suitable arrangement as per approval of Engineer-in-charge, (forpayment purpose only weight of stainless steel members shall be consideredexcluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 7 | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) Light shade using white cement |
| 8 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 9 | CARRIAGE OF MATERIAL BY MECH. TRANSPORT INCLUDING LOADING UNLOADING AND STACKING AT SITE COMPLETE |
| 10 | SAND AN AVG DISTANCE 60 KM |
| 11 | STONE AGG BELOW 40 MM AVERAGE DISTANCE 10 KM |
| 12 | STONE AGG ABOVE 40 MM AVERAGE DISTANCE 10 KM Please Enable Macros to View BoQ information |
