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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.50 m, if required disposed earth to be levelled and neatly dressed as per directions of Engineer-in-charge. All kinds of soil DSR 2.6.1 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all height. DSR 2.25 |
| 3 | Supplying and filling in plinth with local fine sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27 |
| 4 | Providing and laying 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 sources) DSR 4.1.8 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: DSR 5.9 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 |
| 7 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2 |
| 8 | Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR 5.9.5 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe- 500D or more DSR 5.22.6 |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe 500 D or more DSR 5.22A.6 |
| 12 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.1.1 |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement All works above plinth level upto Floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.2.1 |
| 14 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR 5.35 |
| 15 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.2.1 |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.4.1 |
| 17 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm DSR 8.2.2.2 |
| 18 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels,plates etc., including welding, grinding, buffing, 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 dash 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 of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). DSR 10.28 |
| 19 | Kadappa stone slab flooring over 20 mm (average) thick base laid over and jointed with dark grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick (Based on DSR 11.26.1) |
| 20 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar DSR 15.7.4 |
| 21 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. DSR 15.25 |
| 22 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 15.60 |
| 23 | Dismantling Wall tile work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar NS |
| 24 | Re-Barring in exisiting RCC work wherever required, after drilling and cleaning the holes, embedding the steel reinforcement of required dia injecting the chemical procured from HILTI/FORSROC ( RE 500) or equivalent as per manufacturer's specification etc. all comeplete satisfaction of Engineer-in-Charge. NS |
| 25 | Providing and fixing 12 mm toughened Glass of approved brand and make including fixing with clamps, screws, on Both sides as required and making necessary holes etc. including all accessories for fixing all complete as per direction of Engineer In Charge. NS Please Enable Macros to View BoQ information |
