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| 1 | Dismentling R.C.C work manually/by mechanicial means including stacking of steel bars and disposal of unserviceale material within 50 metres lead as per direction of Engineer- in charge DRS No. 15.3 Foundation LW |
| 2 | Earth work in excavation by mechanical means (Hyraulic 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 50 m and lift upto 1.5 m, as directed by Engineer-incharge 2.6:1 Foundation Lw |
| 3 | Providing and layong in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level 1:4:8 ( 1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural soures) DSR NO 4.1.8 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of coloumns etc. for mass concrete DSR No. 5.9.1 Coloum |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15 landings, balconies, shelves, chajjas, lintel, bands, plain window sills staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering shuttering finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 5.3 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of coloumns etc. for mass concrete DSR No. 5.9.3Beam |
| 7 | Reinforced cement concrete work in arches archibs, domes, vaults, shells, folded plate and roofs having slope more than 15 up to floor five level, excluding the cost of centering. Shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR NO 5.5 |
| 8 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR No 5.22.6 |
| 9 | Excavating, supplying, stacking and filling earth (including royality by mechanical transport up to lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm. in foundation trenches, plinth, slides offoundation etc. complete for all lift. DSR No 2.25(a) Foundation Lw |
| 10 | Providing and laying gang saw cut 18 mm thick, miror polished pre moulded and pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment epoxy touch ups etc complete as per direction of Engineer-in-Charge.DSR NO 16.86:1 With granite stone of area less than 0.50 sqm ColoumnSW |
| 11 | 12mm cement plaster of mix 1:6 ( 1 cement: 6 coarse sand) DSR No 13.4.2 Beam |
| 12 | Cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor) 11.3.1 |
| 13 | Providing and applying white cement based putty of average thickness 1 mm. of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete DSR 13.80 |
| 14 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1;67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm) DSR No 13.46:1 |
| 15 | Providing and fixing stainless steel (Grade 304) ralling made of Hollow tubes, channels, plates etc, including welding, grinding, buffring, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel sash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc) |
| 16 | Electricity fitting for lighting work @ 5% of civil cost |
| 17 | G.S.T Please Enable Macros to View BoQ information |
