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| 1 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000mm) with double speed adjustment with necessary accessories and screws etc. complete. |
| 2 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. |
| 3 | Twin rubber stopper |
| 4 | 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) : |
| 5 | For fixed portion |
| 6 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 7 | 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). |
| 8 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 9 | Providing and fixing 12mm 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. |
| 10 | Pre-laminated particle board with decorative lamination on both sides |
| 11 | 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 . (Area of opening for glass panes excluding portion inside rebate/clips shall be measured). |
| 12 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 13 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 14 | Upto 5mm depth and 5 mm width |
| 15 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pairof handles (best make of approved quality) for aluminium doors including necessarycutting and making good etc. complete. |
| 16 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Onlyweight of grill to be measured for payment). |
| 17 | Providing and fixing 10mm thick poly carbonate sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge). The sheet shall be fixed using aluminium strap or beading, self drilling /self tapping screws with necessary seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 18 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 19 | Hot finished welded type tubes |
| 20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 21 | Two or more coats on new work |
| 22 | Providing and fixing of external wall system on Light gauge steel frame work with outer face cement boards as per standard sizes fixed with selfdrilling / taping screws / fasteners @ 60 cm c/c of approved make. A groove of 2 mm to 3 mm shall be maintained and grooves shall be sealedwith silicon based sealant. The board shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm and. Internal face 12.5 mmthick gypsum plaster board fixed on cement board as per standard sizes fixed with self- drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost offrame work to be paid for separately) |
| 23 | Outer face: Outer face having 8 mm thick cement bondedparticle Board fixed on 10 mm thick cement bonded particleboard. (Termite, Fire and Moisture Resistance) as per IS14276:1995. Inner face:-12.5 mm thick gypsum plasterboard conforming to IS 2095:2011 fixed on 8 mm thickcement bonded particle board (Termite, fire and moistureresistance) confirming to IS:14276:1995) |
| 24 | Removing white or colour wash by scrapping and sand papering andpreparing the surface smooth including necessary repairs to scratches etc.complete |
| 25 | Wall painting with acrylic emulsion paint, having VOC (Volatile OrganicCompound ) content less than 50 grams/ litre, of approved brand andmanufacture, including applying additional coats wherever required, toachieve even shade and colour. |
| 26 | Two coats |
| 27 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. |
| 28 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 29 | With cement mortar 1:4 (1cement: 4 fine sand) |
| 30 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 31 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 32 | Brick work with common burnt clay machine moulded perforated bricks of class designation12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : |
| 33 | With F.P.S.(non modular) bricks |
| 34 | 12 mm cement plaster of mix : |
| 35 | 1:4 (1 cement: 4 fine sand) |
| 36 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead |
| 37 | For thickness of tiles 10 mm to 25 mm |
| 38 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 39 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge |
| 40 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 41 | Supplying and filling , including ramming, consolidating and dressing complete. |
| 42 | Red soil filling |
| 43 | P/L cement concrete - all works upto plinth level : |
| 44 | 1:4:8 (1 Cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA)) : 8 graded stone aggregate 40 mm nominal size derived from Recycled Aggregate (RA)) |
| 45 | P/L R.C.C. upto plinth level |
| 46 | 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size derived from Recycled Concrete Aggregate (RCA) upto 20%) |
| 47 | 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. |
| 48 | Size of Tile 600x600 mm |
| 49 | providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 50 | Size of Tile 600x600 mm |
| 51 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level |
| 52 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 53 | 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 out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin-charge |
| 54 | All kinds of soil |
| 55 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in: |
| 56 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 57 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 58 | Foundations, footings, bases for columns |
| 59 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour |
| 60 | Old work (one or more coats) Please Enable Macros to View BoQ information |
