|
| 1 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. DSR No. 15.28 |
| 2 | 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 No. 15.7.4 |
| 3 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. DSR No.2.28.1 |
| 4 | 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 kinds of soil. DSR No. 2.8.1 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR No.2.27 |
| 6 | 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 No.4.1.8 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500 D or more. As per DSR 5.22 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete . DSR No. 5.9.1 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :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 No.5.1.2 |
| 10 | FORM WORKCentering and shuttering including strutting, propping etc. and removal Suspended floors, roofs, landings, balconies and access platform.DSR No. 5.9.3 |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR No.5.9.5 |
| 12 | Centering and shuttering including strutting, propping etc. and removal offor Columns, Pillars, Piers, Abutments, Posts and Struts. DSR No. 5.9.6 |
| 13 | 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 andreinforcement :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) PLINTH BEAM. DSR No.5.2.2 |
| 14 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%.DSR No.2.34.1 |
| 15 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :2.35.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos/ Lindane E.C. 20% with 1%concentration. DSR No.2.34.1.1 |
| 16 | Carted earth work in filling in every type of soil including transportation charges of earth as given below by any means such as tractor trelly buggi or dunkey labour including all taxes contractor profit and T&P etc.including supply of all materials, labour and T&P etc.but excluding G.S.T.required for proper completion of work. As per Analysis with 12.00 km carted earth. |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) .DSR No. 6.1.1 |
| 18 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources).DSR No.4.10 |
| 19 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. DSR No.4.13 |
| 20 | 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 No.6.4.1 |
| 21 | Half brick masonry 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. Cement mortar 1:3 (1 cement :3 coarse sand) .DSR No.6.13.1 |
| 22 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).IN LINTEL DSR No.5.3 |
| 23 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification. Cement. DSR No. 4.12 |
| 24 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and\ polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. DSR No. 12.55 |
| 25 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:.........................With average thickness of 120 mm and minimumthickness at khurra as 65 mm. DSR No. 22.7.1 |
| 26 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and makingand finishing the outlet complete. DSR No. 12.22 |
| 27 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. DSR No. 11.3.1 |
| 28 | Painting (one or more coats) on rain water, soil waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work :100 mm diameter pipes. DSR No. 11.96.2 |
| 29 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase metre. DSR No. 12.21.1 |
| 30 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand).DSR No. 13.4.1 |
| 31 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) . DSR No. 13.2.1 |
| 32 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer.........................Engineer-in-charge (payment for providing grooves shall be made separately)DSR No. 13.72 |
| 33 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove metre. DSR No. 13.73.1 |
| 34 | Extra for washed stone grit plaster on circular work not exceeding 6 m in radius (in two coats). DSR No. 13.75 |
| 35 | Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster. DSR No. 13.73 |
| 36 | Black colour dark shade pigment . DSR No. 0874 |
| 37 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)DSR 2021 (In ceiling). DSR No. 13.16.1 |
| 38 | 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 and smooth complete. DSR No.13.80 |
| 39 | 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 No.13.47.1 |
| 40 | 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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (in flooring) DSR No.4.1.3 |
| 41 | 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 No. 11.41.2 |
| 42 | 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.( in Toilet wall)DSR No. 8.31 |
| 43 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with 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. DSR No.11.26.1 |
| 44 | 8.6 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. DSR No. 1168 |
| 45 | Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of colour black, cherry/ruby red of area less than 0.50. DSR No.16.87.1 |
| 46 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood . DSR No. 9.1.1 |
| 47 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. DSR No. 9.20.2 |
| 48 | 1.5 mm thick decorative laminated sheet. DSR No. 8726 |
| 49 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.With 2nd class teak wood beading 62X19 mm .DSR No. 9.135.1 |
| 50 | 2408 Float glass panes of nominal thickness 8 mm (weight not less than 20.00 kg/sqm). DSR No. 2408 |
| 51 | Providing and fixing 12 mm thick framless toughened glass door shutter of approved brand and manufacture, including providing and fixing top @ bottom pivot& double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fitting, all comlete as direction of E-in-C (door handle, lock and stopper etc to be paid separately). DSR No. 21.18 |
| 52 | Extra for openable side/ top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels nas specified and of the approved make such as heavy duty stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fastener, nuts, bolts, washers, etc. all complete as per the architectural drawing, as per the approved shop drawing, as specified and as directed by theE-in-C. DSR No. 25.23 |
| 53 | Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete.125x70x4 mm (ordinary type) (in door) . DSR No. 14.40.1 |
| 54 | Providing and fixing bright finished brass handles with screws etc.complete: In door 125 mm.DSR No. 9.81.1 |
| 55 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm. DSR No. 6.62.2 |
| 56 | Providing and fixing bright finifhed brass tower bolt(Barrel type)with necessary screws etc. complete ( for door) 250x10. DSR No. 9.74.1 |
| 57 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.DSR No. 14.34 |
| 58 | 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 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. DSR No. 9.84 |
| 59 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.WINDOW/ VENTILATOR DSR No. 9.48.2 |
| 60 | 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 ofEngineer-in-charge. (Only weight of grill to be measured for payment). DSR No.21.17 |
| 61 | Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS :12817 marked.DSR No. 8220 |
| 62 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 100x10 mm. DSR No. 9.74.4 |
| 63 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture. DSR No. 13.48.2 |
| 64 | 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 and manufacture. DSR No. 13.3 |
| 65 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. DSR No.17.2.1 |
| 66 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests. DSR No.17.1.2 |
| 67 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern. DSR No. 17.4.1 |
| 68 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. DSR No. 17.7.1 |
| 69 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. DSR No. 17.8 |
| 70 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia.DSR No. 17.28.2 |
| 71 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. DSR No. 18.48 |
| 72 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes. DSR No. 18.8.2 |
| 73 | 25 mm nominal dia Pipes. DSR No. 18.8.3 |
| 74 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore. DSR No. 18.51.1 |
| 75 | Providing and fixing toilet paper holder :C.P. brass. 17.34.1 |
| 76 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore. DSR No. 18.53.1 |
| 77 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.DSR No. 17.31. |
| 78 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore . Horizontal.DSR No. 18.19.2.1 |
| 79 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore .Vertical. DSR No. 18.19.2.2 |
| 80 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. DSR No. 19.7.1.1 |
| 81 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. DSR No. 19.27.1 |
| 82 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter.DSR No.19.21.1 |
| 83 | Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 150 mm dia sand cast iron drop connection . DSR No. 19.22.2 |
| 84 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 . DSR No. 19.4.1.1 |
| 85 | Supplying& laying of 80 mm thick I shaped mechanically compressed interlocking cement concrete paver block manufactured by high pressure and control vibration machine having plan dimension 200 x (160+120 mm) with minimum 5 mm thick toping of O.P. cement mixed with 258% marble powder . The strength of concrete paver block shall be not less than 30MPA and 5.60 kg per no. including levelling and dressing of surface upto required level at slopes, filling of joint with local sand including cost of material, labour, T&P required for proper completion of the work as directed by the Engineer in charge including UPTT as per rules. As per DSR 16.91 |
| 86 | Construction of granular sub-base by providing grading-1 material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compactig with vibratory roller to achieve desired density, complete as per Clause 401 coarse graded material. As per Analysis |
| 87 | Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). ........................... . The work shall be carried out as per specifications,drawing and as per directions of the Engineer-in-Charge. With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles. DSR No. 26.23.1 |
| 88 | Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineerin-charge and as per manufacturer\"s specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. DSR No. 12.45.4 |
| 89 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. DSR No. 22.22A |
| 90 | 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 |
| 91 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.12.41.2 110 mm diameter. DSR No. 12.41.2 |
| 92 | 240Ft. Depth drilling charges including S/FR for 4 inch dia PVC pipe with 2 HP submersible pump set complete in all respect. As per Analysis |
| 93 | Brick bats. DSR No. 0362 |
| 94 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR No.16.69 |
| 95 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. DSR No. 18.43 |
| 96 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. DSR No. 9.78 |
| 97 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. DSR No. 9.88 |
| 98 | Stainless steel (Grade-304)hollow section round/square tubes. DSR No. 4001 |
| 99 | Workstation chairs(Mesh chair with powder coated 1 frame) GEM Portal |
| 100 | Workstaitions Tables. GEM Portal |
| 101 | Executive Tables GEM Portal |
| 102 | Workstation chairs(Mesh low back chair with tilt mechanism) GEM Portal |
| 103 | Visitor Chair (Mesh chair with powder coated 1 frame) GEM Portal |
| 104 | Training Room Chairs( CO Polypropylene) GEM Portal |
| 105 | G.I. inlet connection. DSR No. 1614 |
| 106 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. DSR No. 17.22 |
| 107 | G.I. pipes 20 mm dia. DSR No. 1546 |
| 108 | G.I. pipes 25 mm dia. DSR No. 1547 |
