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| 1 | Description of Items |
| 2 | 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. All kind of soil (DSR 2023, SI No. 2.8.1) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors. (DSR 2023, SI No. 4.1.8) |
| 4 | Supplying and stacking of good earth at site. (DSR 2023, SI No. 16.3.9) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the 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) but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete) (DSR 2023, SI No. 5.1.2) |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases 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 :3 graded stone aggregate 20mm nominal size) (DSR 2023, SI No. 5.3) |
| 7 | As in item 4 above but in R.C.C. slab in 1:1.5:3 havingstrength not less than M-20. (DSR 2023, SI No. 5.3) |
| 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) (DSR 2023, SI No. 5.2.2) |
| 9 | 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 Fe500D or more. (DSR 2023, SI No. 5.22.6) |
| 10 | Centering and shuttering including strutting, propping etc.and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. (DSR 2023, SI No. 5.9.1) |
| 11 | Centering and shuttering including strutting, propping etc.and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick. (DSR 2023, SI No. 5.9.20) |
| 12 | Centering and shuttering including strutting, propping etc.and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick (DSR 2023, SI No. 5.9.21) |
| 13 | Centering and shuttering including strutting, propping etc.and removal of form for all heights : Columns,Pillars, Piers, Abutments, Posts and Struts. (DSR 2023, SI No. 5.9.6) |
| 14 | Providing and laying damp-proof course 40mm thick withcement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) (DSR 2023, SI No. 4.1) |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 2023, SI No. 6.1.2) |
| 16 | Brick Work with common burnt clay ( non modular) bricks of class - 150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) (DSR 2023, SI No. 6.4.2) |
| 17 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation Class M-150 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) (DSR 2023, SI No. 6.13.2) |
| 18 | 15 mm cement plaster on rough side of single or half brick wallof mix:1:6 (1 cement : 6 c. sand) (DSR 2023, SI No. 13.5.2) |
| 19 | 12mm cement plaster . (1 cement : 6 coarse sand.) (DSR 2023, SI No. 13.4.2) |
| 20 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (DSR 2023, SI No. 13.47.1) |
| 21 | 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 andsmooth complete. (DSR 2023, SI No. 13.80) |
| 22 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture (DSR 2023, SI No. 13.48.3) |
| 23 | Providing and laying vitrified floor 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 make, in all colours and shades, laid on 20mm 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., complete. Size of Tile 600x600 mm (DSR 2023, SI No. 11.41.2) |
| 24 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (DSR 2023, SI No. 11.37) |
| 25 | Providing and fixing 1st quality ceramic glazed floor 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 2023, SI No. 11.37A) |
| 26 | 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 to edges to give high gloss finish etc. complete at all levelsGranite of any colour and shade Area of slab upto 0.50 sqm (DSR 2023, SI No. 8.2.2.2) |
| 27 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multichambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimensioni.e. in depth & width of profile shall be acceptable. Casementcum fixed panel window having both end single casement panel, middle fixed panels and at top completely fixed ventilator with S.S friction hinges (400 x 19 x 1.9) made of (big series) frame 60 x 58 mm, sash 60 x 72 mm , & T mullion 60 x 72 mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension . (Area of window above 3.00 sqm upto 5.00 sqm). (DSR 2023, SI No. 9.147.A4.1) |
| 28 | Supply and Fixing of Glass Reinforcement Concrete Railing as per design/3D View which have Jali, Moulding, Parapet grill,Anand Kashi Text e.t.c. (MR) |
| 29 | Supply and Installation of Sculpture as per design (to be Paid as per actual) (MR) |
| 30 | Supply and Installation Lights in Theme work, sculpture &Bounady wall To be (Paid as per actual) (MR) |
| 31 | Supply and Installation Fountain (To be Paid as per actual) (MR) Please Enable Macros to View BoQ information |
