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| Sl. No. | Item Description |
| 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 out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (DSR 2.6) All kinds of soil (DSR 2.6.1) |
| 2 | Excavating, supplying and filling of local earth (excluding royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. (DSR No. 2.25A NSI) |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. (DSR No. 2.31) |
| 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.) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR No. 4.1.2) |
| 5 | 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.) 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) (DSR No. 4.1.3) |
| 6 | 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.) 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 | 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) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3) Foundations, footings, bases for columns (DSR 4.3.1) |
| 9 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (DSR No. 4.12) |
| 10 | 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 : (DSR No. 5.1) 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) |
| 11 | 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 plinth level 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(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). (DSR No. 5.3) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR No. 5.9) Suspended floors, roofs, landings, balconies and access platform (DSR No. 5.9.3) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR No. 5.9) Shelves (Cast in situ) (DSR No. 5.9.4) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR No. 5.9) Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR No. 5.9.5) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR No. 5.9) Columns, Pillars, Piers, Abutments, Posts and Struts (DSR No. 5.9.6) |
| 16 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 ) (DSR 5.12) |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above. (DSR 5.22) Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6/ 5.22.6.A) |
| 18 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections (DSR No. 5.30) |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (DSR 6.1) Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (DSR 6.1) Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2) |
| 21 | 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 : (DSR No. 6.4) Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR No. 6.4.1) |
| 22 | 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 : (DSR No. 6.4) Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR No. 6.4.2) |
| 23 | 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. (DSR No. 6.13) Cement mortar 1:4 (1 cement :4 coarse sand) (DSR No. 6.13.2) |
| 24 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (DSR 8.3) Granite work (DSR 8.3.2) |
| 25 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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) |
| 26 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) (DSR 9.5) Second class teak wood 9.5.1 35 mm thick shutters (DSR 9.5.1.1) |
| 27 | Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 9.16) Panelled or panelled & glazed shutters : 9.16.1 Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws (DSR 9.16.1.2) |
| 28 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: (DSR 9.21) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1) |
| 29 | 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. (DSR No. 9.48) Fixed to steel windows by welding (DSR No. 9.48.1) |
| 30 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete (DSR No. 10.1) |
| 31 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR No. 10.18) |
| 32 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (DSR 10.25) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR 10.25.2) |
| 33 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15 x 3 mm and nuts & bolts complete. (DSR No. 10.29)Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. (DSR No. 10.29.2) |
| 34 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (DSR 10.3) 5.5 mm thick glass panes (DSR 10.30.2) |
| 35 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks. (DSR No. 11.2) |
| 36 | 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. (DSR No. 11.3)40 mm thick with 20 mm nominal size stone aggregate (DSR No. 11.3.1) |
| 37 | 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) : (DSR 11.26) 25 mm thick (DSR 11.26.1) |
| 38 | 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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete. (DSR No. 11.37) |
| 39 | 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. (DSR 11.41) Size of Tile 600x600 mm (DSR 11.41.2) |
| 40 | 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. (DSR 11.46) Size of Tile 600x600 mm (DSR 11.46.2) |
| 41 | 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. (DSR 11.56) Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent (DSR 11.56.1) |
| 42 | 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 : (DSR No. 12.21)In 75x75 mm deep chase (DSR No. 12.21.1) |
| 43 | 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. (DSR No. 12.41) 110 mm diameter (DSR No. 12.41.2) |
| 44 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (DSR 12.58) 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. (DSR 12.58.1) |
| 45 | Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). (DSR 12.64) 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. (DSR 12.64.1) |
| 46 | 12 mm cement plaster of mix : (DSR No. 13.4) 1:4 (1 cement: 4 coarse sand) (DSR No. 13.4.1) |
| 47 | 12 mm cement plaster of mix : (DSR No. 13.4) 1:6 (1 cement: 6 coarse sand) (DSR No. 13.4.2) |
| 48 | 15 mm cement plaster on rough side of single or half brick wall of mix:CEMENT PLASTER (IN COARSE SAND) (DSR 13.5) 1:4 (1 cement: 4 coarse sand) (DSR 13.5.1) |
| 49 | 15 mm cement plaster on rough side of single or half brick wall of mix:CEMENT PLASTER (IN COARSE SAND) (DSR 13.5) 1:6 (1 cement: 6 coarse sand) (DSR 13.5.2) |
| 50 | 12 mm cement plaster finished with a floating coat of neat cement of mix : (DSR 13.7) 1:4 (1 cement: 4 fine sand) (DSR 13.7.2) |
| 51 | 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) |
| 52 | Neat cement punning. (DSR ) (DSR 13.18) |
| 53 | Pebble dash plaster upto 10 m height above ground level with a mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size, dashed over and including fresh plaster in two layers under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. (DSR ) (DSR 13.20) |
| 54 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (DSR ) (DSR 13.26) |
| 55 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : (DSR No. 13.41)New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (DSR No. 13.41.1) |
| 56 | Finishing walls with Acrylic Smooth exterior paint of required shade: (DSR No. 13.46) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR No. 13.46.1) |
| 57 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: (DSR 13.47) New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR 13.47.1) |
| 58 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR No. 13.62.1) |
| 59 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete (DSR ) (DSR 13.88) |
| 60 | 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. (DSR 14.1) With cement mortar 1:4 (1cement: 4 coarse sand) (DSR 14.1.2) |
| 61 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: (DSR 14.5) Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) (DSR 14.5.2) |
| 62 | Refixing old glass panes with putty and nails (DSR ) (DSR 14.10) |
| 63 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. (DSR ) (DSR 14.12) |
| 64 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. (DSR ) (DSR 14.17) |
| 65 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. (DSR ) (DSR 14.82) |
| 66 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. (DSR ) (DSR 14.85) |
| 67 | 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. (DSR No. 15.3) |
| 68 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (DSR 15.12) Of area beyond 3 sq. metres (DSR 15.12.2) |
| 69 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (DSR ) (DSR 15.56) |
| 70 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR 15.60) |
| 71 | 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) In cement mortar (DSR No. 15.7.4) |
| 72 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (DSR 16.91) 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR 16.91.2) |
| 73 | 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: (DSR No. 17.1) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (DSR No. 17.1.1) |
| 74 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (DSR No. 17.7A) (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer. (DSR No. 17.7A) |
| 75 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. (DSR No. 17.23) |
| 76 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR 17.28) Flexible pipe 17.28.2 32 mm dia (DSR 17.28.2.1) |
| 77 | Providing and fixing 100 mm sand cast Iron grating for gully trap. (DSR No. 17.29) |
| 78 | 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) |
| 79 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. (DSR ) (DSR 17.33) |
| 80 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (DSR No. 17.73) 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (DSR No. 17.73.2) |
| 81 | 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.) (DSR 18.8) 15 mm nominal dia Pipes (DSR 18.8.1) |
| 82 | 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.) (DSR 18.8) 20 mm nominal dia Pipes (DSR 18.8.2) |
| 83 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work (DSR No. 18.9)20 mm nominal outer dia. Pipes. (DSR No. 18.9.2) |
| 84 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work (DSR No. 18.9)25 mm nominal outer dia. Pipes. (DSR No. 18.9.3) |
| 85 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) (DSR 18.9) 32 mm nominal dia Pipes (DSR 18.9.4) |
| 86 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) (DSR 18.9) 40 mm nominal dia Pipes (DSR 18.9.5) |
| 87 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work (DSR 18.12) 80 mm dia nominal bore (DSR 18.12.8) |
| 88 | Providing and fixing brass bib cock of approved quality : (DSR No. 18.15) 15 mm nominal bore (DSR No. 18.15.1) |
| 89 | Providing and fixing brass stop cock of approved quality : (DSR No. 18.16) 15 mm nominal bore (DSR No. 18.16.1) |
| 90 | Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR 18.21) 30 cm length 18.21.1 15 mm nominal bore (DSR 18.21.1.1) |
| 91 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) (DSR No. 18.46)25 mm nominal bore (DSR No. 18.46.3) |
| 92 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) (DSR No. 18.46) 32 mm nominal bore (DSR No. 18.46.4) |
| 93 | 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) |
| 94 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (DSR 18.51) 15 mm nominal bore (DSR 18.51.1) |
| 95 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : (DSR No. 18.53) 15mm nominal bore (DSR No. 18.53.1) |
| 96 | Providing and fixing PTMT stop cock of approved quality and colour. (DSR 18.55) 15 mm nominal bore, 86 mm long, weighing not less than 88 gms (DSR 18.55.1) |
| 97 | Providing and fixing PTMT pillar cock of approved quality and colour. (DSR 18.56) 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms (DSR 18.56.2) |
| 98 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (DSR 19.6) 300 mm dia. R.C.C. pipe (DSR 19.6.4) |
| 99 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. (DSR 19.32) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.32.1) |
| 100 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. (DSR ) (DSR 19.33) |
| 101 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR ) (DSR 23.5) |
| 102 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with1.5 sq mm frls pvc insulated copper conductor single core cable in surface /recessed medium class pvc conduit , with modular switch ,modular plate, suitable GI box and earething the pint with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (DSR E&M 1.10)Group A (DSR E&M 1.10.1) |
| 103 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR E&M 1.14) 2x2.5sq. Mm + 1x2.5 sq. mm eartrh wire (DSR E&M 1.14.2) |
| 104 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR E&M 1.14) 2x4sq. Mm + 1x4 sq. mm eartrh wire (DSR E&M 1.14.3) |
| 105 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. (DSR E&M 1.21) 25mm (DSR E&M 1.21.2) |
| 106 | Supplying and fixing 6way, Double door, single pole and neutral, sheet steel, MCB distribution board, 240V, on Surface/recess,complete with tinned copper bus bar, heutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) (DSR E&M 2022 2.3.1) |
| 107 | Supplying and fixing 4 way (4 + 12), Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) (DSR E&M 2022 2.4.1) |
| 108 | Supplying and fixing 5 amps to 32 amps rating,Single pole, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.10.1) |
| 109 | Supplying and fixing 40 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.12.1) |
| 110 | Supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.(DSR E&M 2022 2.12.2) |
| 111 | Supplying and fixing 63 A, four pole, 415V, isolator in the existing MCB DB Complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.13.2) |
| 112 | Earthing with G.I earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. (DSR E&M 2022 5.2) |
| 113 | Supply, Installation, Testing and Commissioning of 1200 mm sweep,BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required (DSR E&M 2022 19.1) |
| 114 | Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. 2018 PWD 1139 |
| 115 | Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. 2018 PWD 1413(A) CAT AA |
| 116 | P/F fully Anodized aluminium fixed glazing with HINDALCO or equivalent extruded standard sections14gauge (2.41mm thick) of various cross sections and joints mitred and jointed as shown in drawing including providing & fixing 5.5 mm thick toughened glass with Neoprene beading & aluminium glazing clips all around. The minimum thickness of anodizing on all aluminium sections should be 20 microns with a (+) 2 microns tolerance . The rate should include the cost of fixing the aluminum frame on Teak wood frame or finished wall (RB/RCC/Masonry) surface by means of 80 mm long approved counter sunk screws provided at 500 mm c/c or part there of starting from 100 mm above the bottom in vertical member and 100 mm from both the ends of horizontal top and bottom member excluding cost of Teak frame but including cost of all other material, labour, tools & plants etc. complete. (CSI No. 8.52) |
| 117 | Same as above item No. 8.52 but for openable window portion as shown in drawings, including cost of Aluminium hinges and all other fittings like concealed tower bolts handles etc of approved quality and including cost of all other material, labour, tools & plants etc. complete. (CSI No. 8.53) |
| 118 | Same as in item No. 8.52 but for openable gate/door portion as shown in drawings including cost of hinges and Aluminium fittings like tower bolts, handles, stoppers, push plates, brass body with brass component 6 levers cocealed lock etc of heavy & approved quality and including cost of all other material, labour, tools & plants etc. complete. (CSI No. 8.54) |
| 119 | S/F welded wire mesh size 75x25mm and rectangular made out of 10 SWG over M.S. angle frame with M.S. flat welded as required including cost of drilling holes, washer welding etc as required including cost of all material, labour and T&P etc. required for proper completion of work . exept cost of M.S angle and flat. (NSI Based on CSI No. 9.22) |
| 120 | Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (CSI No. 11.16) |
| 121 | Wiring point for Plug with 1.50 sqmm FR PVC insulated multistrand single core copper conductor cable PVC conduit pipe concealed in the wall 14 SWG copper PVC coated Earth continuity wire and approved quality piano type switch and socket complete in all respect as directed including matching colour wash (Old CSI.No. 21.04) |
| 122 | Providing & fixing half turn 15mm dia gate valve, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (NSI Based on CSI No. 26.05) A |
| 123 | Providing & fixing half turn 20mm dia gate valve, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (NSI Based on CSI No. 26.05) B |
| 124 | Providing & fixing half turn 25mm dia gate valve, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (NSI Based on CSI No. 26.05) C |
| 125 | Providing and fixing CI GRATING 100 mm dia including all materials, labour cartage T&P etc.required for proper completion of the work. (NSI Based on CSI No. 27.25) |
| 126 | Supply and fixing CP Nahani Trap India make of heavy approved quality complete with CI grating, including supply of all materials,labour and T&P etc. required for proper completion of the work. (NSI Based on CSI No. 27.21b) as above but for 100 mm.PVC trap. |
| 127 | Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. (NSI Based on CSI No. 27.29 c) 110 mm dia |
| 128 | Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(NSI Based on CSI No. 28.38) |
| 129 | S/F of LED Bulb 9Watt bajaj or equivalent make as approved sample and make as per direction of Engineer in charge (NSI) |
| 130 | Providing and fixing 15 mm thick Industrial tiles size 600 x 600 mm to of Johnson Endura Meteor or approved make and colour using in different sizes (thickness to be specified by the manufacturer) 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(NSI) |
| 131 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. (NSI) |
| 132 | Water proofing treatment over Roof, wall, Chajjas, Balcony etc. with Engineer Plus 7 layer waterproofing system at leakage, seepage area consisting of Surface preparation roughening of surface, opening of cracks in V groove in size of 5 mm to 10 mm width, Back filling of cracks with SBR Latex, 2 layer Spraying Mixture of Aquasil-99 and Aquaprime-99 (Take 20 liter clean water+ 1 liter Engineer Plus Aquasil-99 + 2 liter. Engineer Plus Aquaprime-99 in proportion 20:1:2 This solution should not sprayed over more than 40 sqm area, 3rd Laying 90GSM fiber glass mesh with proper overlap, 4th coat of brushable mortar prepared with Engineer Plus Aquaprime-99, water & cement (Aquaprime -99 @ 0.45 kg per sqm, water @0.45 kg per sqm & cement @0.68 kg per sqm.) in the proportion of 1:1:1.5 by weight, After 4th coat allow the coating to air cure for minimum four hours, after 4 hours interval apply, 2 coat of Flexicoat-99 mixed with Water (Flexicoat-99 @0.33 kg/sqm, water @0.66 Kg per Sqm) in the proportion of 1:2 by weight in 4 hours interval. After 6th coat allow the coating to air cure for minimum 4 hours. After 4 hours interval apply, 7th coat of Engineer Plus smartcoat-99 (Smartcoat-99 @ 0.45 Ltr/sqm & water @ 1.35Ltr/sqm in the proportion of 1:3). The surface will dry within 2 hours and surface would be fully water proof and usable after a period of 24 hours and the final appearance of the coating will be gray/milky white. The rates are included the cost of all chemicals, labours, and Required T&P for Proper completion of Work (NSI) |
| 133 | Precast Cement Concrete Septick tank 0.900 m dia pipe with cover with accessories & cover (NSI) |
| 134 | Providing and Fixing in postion wall paneling at all height with PVC wall panel/sheet (5-9mm thickness) of approved texture, design and pattern, having NRC (Noise Reduction coefficient) of 0.50 (Minimum), Light reflectance of 85% (minimum) Noncombustible, fire performance as per BS:476 (part 6&7), Humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, Proper Alignment and plumb with requaired at Edge Screws, cutting, wasteage, including transportation upto site with all material, labour and T/P For Proper Completion of the work as per direction of E/I (NSI) |
| 135 | Supply and fixing of 450mm size Exhaust fan of approved quality ISI mark (Bajaj/Havells/Usha/Crompton or equivalent make) complete with all respect as per sample approved by Engineer in charge including supply of all materials, labour and T&P etc requried for proper completion of the work as direction of E/I complete. (NSI ) |
| 136 | Providing Laying 20mm to 25mm thick Red Stone all materials labour and T&P etc required for proper completion of work. (NSI) |
| 137 | Supply and fixing of vertical blinds with hanging/sliding rod of aluminium (vista or equivalent make), vertical cord for operation of blinds, L-type hooks, screws, gullies etc. including all T&P, labour etc required for proper completion of the work in all respect. (NSI) |
| 138 | Providing and fixing prefab structure of size which does not require any structural steel frame at all heights of the existing building with following specifications: Manufactured by Epack polymers pvt ltd /Pronto panels Or Equivalent make.Walls: Outer & Inner walls made of 50 mm thick PUF insulated panels cladded with 0.5 mm thick PCGI sheet zinc coating 120 grams per sqm as per IS: 277. The wall panels shall be connected to each other with Cam Locks @ 1.00 m C/C The walls shall be connected to the the base platform with 1mm thick channels & 100 to 150mm long dash fasteners. The walls & ceiling shall be connected to each other by 1mm thick flashing as per the manufacturer specifications. Any number of vertical partitions are to be provided in the structure as required at site & as per the directions of the E-in-C complete. All the inner / outer gaps, if any, are to be filled with silicon, rubber gasket or any material required complete & directions of the Engineer in charge.Ceiling: Made of 50 mm thick PUF insulated panels cladded with 0.5 mm thick PCGI sheet zinc coating 120 grams per sqm as per IS: 277. The ceiling shall be extended from the wall on all sides by not less than 450mm & not more than 600mm with neccessary slopes in wall as required at the site & directions of the Engineer in charge complete. The outer edges of the roof shall be covered with the channel of the same material as of puff panel.Doors: Made out of 50 mm thick PUF insulated panels inner/outer side cladded with 0.5 mm thick PCGI sheet zinc coating 120 grams per sqm as per IS: 277. complete with providing & fixing all accessories like locks, SS hinges, SS Tower Bolts,SS handles of required size not more than 300mm.Windows: The frame work shall be of aluminium work (Powder coated aluminium (minimum thickness of powder coating 50 micron)) for doors, windows(Sliding/Openable as required with requisite handles, tower bolts,20mm dia SS curtain rod & any other fitting required ), 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 of thickness not less than 14gauge, smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing with 5.50mm thick glass / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. The outer surface shall have fly proof stainless steel grade 304 wire gauge, using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete .Strengthing of door, window, ventilators & any other opening : Any opening provided will have the framework strengthened with 1mm thick MS Plate on all sides all complete & directions of the Engineer in charge.Measurements: Only the floor area of the pre fab outer structure will be measured for payment purpose.\\"Conditions Rates include all lifts, leads, depths, material, labour, scaffolding, all heights for location, carriage, wastage, tools and plants and other all inputs for execution of the item. The colour of the panels for walls & ceiling should be got approved from the E-in-C prior to start of manufacturing of the structure. The Structure requires approx five partitions in the two structures besides two outer walls . Note: The zinc sheet of the puff panels can either be plain/corrugated on both sides or one side plain & one side corrugated upto any pitch in horizontal / verticals per the drawings & requirement at site. \\" Please Enable Macros to View BoQ information |
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