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| 1 | 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 1 out and disposal of excavated earth lead upto 50 mand for all lift, as directed by Engineer-in charge All kinds of soil ([DSR Rate X Bare Rare Factor Without Cost Index X District Code |
| 2 | Disposal of moorum/building rubbish/ malba/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge (494.10x0.735x107/107-363.16) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) (6518.60x0.735x107/107 -4791.17) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (7370.65x0.735x107/107 -5417.42) |
| 5 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including 5 ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (700.50x0.735x107/107-514.86) |
| 6 | 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) (9344.35x0.735x107/107-6868.09) |
| 7 | CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) (357.35x0.735x107/107-262.65) |
| 8 | 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, finishing and reinforcement: 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) (10852.95x0.735x107/107-7976.91) |
| 9 | 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-5000 or more. (107.85x0.735x107/107 -79.26) |
| 10 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming cout of approved 10 steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (172.60x0.735x107/107-126.86) |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand (zone-III) 11 derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) (7878.50x0.735x107/107 -5790.69) |
| 12 | Providing and laying Vitrified tiles 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, 2 in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). (1893.90x0.735x107/107-1392.01) |
| 13 | 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. (1267.95x0.735x107/107-931.94) |
| 14 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (262.70x0.735x107/107-193.08) |
| 15 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 1tr/10 sqm over and including priming coat of exterior primer applied @0.90 litre/10 sqm) (160.60x0.735x107/107 -118.04) |
| 16 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two or more coats 16 applied on walls @ 1.25 1tr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm (193.70x0.735x107/107 -142.36) |
| 17 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement (1402x0.735x107/107-1030.47) |
| 18 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red (3071.05x0.735x107/107-2257.22) |
| 19 | 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.). |
| 20 | Sanitary Fitting Work....Etc. With A/C |
| 21 | Electrician Fitting Work....Etc. With A/C Please Enable Macros to View BoQ information |