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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR No.2.8 |
| 2 | All kinds of soil. DSR No.2.8.1 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR No.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 : DSR No.4.1 |
| 5 | 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR No.4.1.10 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for. DSR No.5.9 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete. DSR No.5.9.1 |
| 8 | Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. DSR No.5.9.2 |
| 9 | Suspended floors, roofs, landings, balconies and access platform. DSR No.5.9.3 |
| 10 | Edges of slabs and breaks in floors and walls. DSR No.5.9.16 |
| 11 | Under 20 cm wide. DSR No.5.9.16.1 |
| 12 | Extra for additional height in centring, shuttering wherever required with adequate bracing, proping etc., i/c cost of de-shuttering and de-centring at all levels, over a height of 3.5 mtr. , for every additional height of one meter or part there of (plan area to be measured) for suspended floors, roofs, landing, beams,gutters suspended floors, roofs, landing, beams, gutters and balconies etc. (plan area to be measured). DSR No.5.11.1 |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR No.5.22 |
| 14 | Thermo-mechanically treated bars of grade Fe500 or more DSR No. 5.22.6 |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR No.5.22A |
| 16 | Thermo-mechanically treated bars of grade Fe500 or more. DSR No.5.22A.6 |
| 17 | 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. DSR No.5.33 |
| 18 | All works upto plinth level. DSR No.5.33.1 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR No.5.33.1.1 |
| 20 | All works above plinth level upto floor V level. DSR No.5.33.2 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum. DSR No.5.33.2.2 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR No.5.35 |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:DSR No.6.1 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) DSR No.6.1.2 |
| 25 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. DSR No.8.9 |
| 26 | 8mm thick. DSR No.8.9.1 |
| 27 | Granite of any colour and shade. DSR No.8.9.1.2 |
| 28 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. DSR No.8.31 |
| 29 | 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). DSR No.10.28 |
| 30 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. DSR No.11.41A |
| 31 | Glazed Vitrified tiles Matt/Antiskid finish of size. DSR No.11.41A.3 |
| 32 | Size of Tile 600 x 600 mm. DSR No.11.41A.3.1 |
| 33 | 12 mm cement plaster of mix : DSR No.13.1 |
| 34 | 1:4 (1 cement: 4 fine sand) DSR No.13.1.1 |
| 35 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. DSR No.15.2 |
| 36 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) DSR No.15.2.1 |
| 37 | 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. DSR No.15.7 |
| 38 | In cement mortar. DSR No.15.7.4 |
| 39 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : DSR No.15.13 |
| 40 | Of area 3 sq. metres and below. DSR No.15.13.1 |
| 41 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. DSR No.15.25 |
| 42 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. DSR No.15.32 |
| 43 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) DSR No.21.1 |
| 44 | For fixed portion. DSR No.21.1.1 |
| 45 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) DSR No.21.1.1.1 |
| 46 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) DSR No.21.1 |
| 47 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately. DSR No.21.1.2 |
| 48 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15. DSR No.21.1.2.1 |
| 49 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge. DSR No.21.2 |
| 50 | Pre-laminated particle board with decorative lamination on both sides. DSR No.21.2.2 |
| 51 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): DSR No.21.3 |
| 52 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) DSR No.21.3.2 |
| 53 | Note:- |
| 54 | Recovery steel @Rs 35/- kg. Please Enable Macros to View BoQ information |
