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| 1 | 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, for all lift, 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 Code No. 2.8.1 |
| 2 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR Code No. 2.25(a) |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR Code No. 2.27 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). DSR Code No. 4.1.10 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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 Code No. 4.1.2 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). DSR Code No. 4.1.3 |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 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 Code No. 4.2.2 |
| 8 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) DSR Code No. 4.5.1 |
| 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 Code 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 : 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 Code No. 5.1.2 |
| 11 | 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 Code No. 5.2.2 |
| 12 | 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 size derived from natural sources). DSR Code No. 5.3 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.1) Foundations, footings, bases of columns, etc. for mass concrete DSR Code No. 5.9.1 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.3) Suspended floors, roofs, landings, balconies and access platform. DSR Code No. 5.9.3 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR Code No. 5.9.5 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.6) Columns, Pillars, Piers, Abutments, Posts and Struts. DSR Code No. 5.9.6 |
| 17 | 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 Fe-500D or more. DSR Code No. 5.22.6 |
| 18 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.DSR Code 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: (6.1.2) Cement mortar 1:6 (1 cement : 6 coarse sand). DSR Code No. 6.1.2 |
| 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 : (6.4.2) Cement mortar 1:6 (1 cement : 6 coarse sand) DSR Code No. 6.4.2 |
| 21 | Brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete. (NSI), Ref. CSI No. (6.18) SOR 23-24 |
| 22 | Same as in item 6.18 above but in super structure for 230 mm thick wall. (NSI), Ref. CSI No. (6.19) SOR 23-24 |
| 23 | 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 Code No. 10.1 |
| 24 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. DSR Code No. 10.29.2 |
| 25 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (10.30.1) 4.0 mm thick glass panes. DSR Code No. 10.30.1 |
| 26 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand) DSR Code No. 11.1.1 |
| 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. (11.3.1) 40 mm thick with 20 mm nominal size stone aggregate DSR Code No. 11.3.1 |
| 28 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors 40 mm wide and 4 mm thick . DSR Code No. 11.13.1 |
| 29 | 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 Code No. 11.37 |
| 30 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. (11.21.1) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). (11.21.1.1) Acid and alkali resistant tile DSR Code No. 11.21.1.1 |
| 31 | Kota stone slab flooring 25 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 Code No. 11.26.1 |
| 32 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. DSR Code No. 11.27 |
| 33 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM 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. DSR Code No. 12.50 |
| 34 | 12 mm cement plaster of mix : (13.4.1) 1:4 (1 cement: 4 coarse sand) DSR Code No. 13.4.1 |
| 35 | 12 mm cement plaster of mix : (13.4.2) 1:6 (1 cement: 6 coarse sand) DSR Code No. 13.4.2 |
| 36 | Neat cement punning. DSR Code No. 13.18 |
| 37 | Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the 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 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement.Ordinary cement finish using ordinary cement DSR Code No. 13.19.1 |
| 38 | 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 Old work (one or more coats)DSR Code No. 13.81.1 |
| 39 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 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 Code No. 13.41.1 |
| 40 | Finishing walls with Acrylic Smooth exterior paint of required shade 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 Code No. 13.46.1 |
| 41 | Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coats on existing cement paint surface applied @ 1.67 ltr/10 sqm. DSR Code No. 13.111.1 |
| 42 | 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 Code No. 13.62.1 |
| 43 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old workDSR Code No. 13.99.1 |
| 44 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completeDSR Code No. 13.88 |
| 45 | 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 Code No. 13.80 |
| 46 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (15.2.1) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). DSR Code No. 15.2.1 |
| 47 | Demolishing R.B. 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 Code No. 15.4 |
| 48 | 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 Code No. 15.7.4 |
| 49 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below DSR Code No. 15.12.1 |
| 50 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S Sheet DSR Code No. 15.28.1 |
| 51 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: Asbestos Cement sheet DSR Code No. 15.28.2 |
| 52 | 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 Code No. 15.56 |
| 53 | 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 Code No. 15.60 |
| 54 | 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.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. DSR Code No. 16.91.2 |
| 55 | 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 550x400 mm with a pair of 15 mm C.P. brass pillar taps DSR Code No. 17.7.3 |
| 56 | Providing and fixing white vitreous china water closet squatting pan (Indian type) Orissa pattern W.C. pan of size 580x440 mm : DSR Code No. 17.13.2 |
| 57 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan.: DSR Code No. 17.15 |
| 58 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete 10 litre capacity - White.DSR Code No. 17.18.1 |
| 59 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.1) Semi rigid pipe (17.28.1.1) 32 mm dia DSR Code No. 17.28.1.1 |
| 60 | Providing and fixing 100 mm sand cast Iron grating for gully trap. DSR Code No. 17.29 |
| 61 | 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 Code No. 17.31 |
| 62 | 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 Code No. 17.33 |
| 63 | Providing and fixing CP brass toilet paper holderDSR Code No. 17.34.1 |
| 64 | 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. (17.73.1) 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms DSR Code No. 17.73.1 |
| 65 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall (18.7.3) 25 mm nominal dia Pipes DSR Code No. 18.7.3 |
| 66 | 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. (18.8.1) 15 mm nominal dia Pipes DSR Code No. 18.8.1 |
| 67 | 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. (18.8.2) 20 mm nominal dia Pipes DSR Code No. 18.8.2 |
| 68 | 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. (18.8.3) 25 mm nominal dia Pipes DSR Code No. 18.8.3 |
| 69 | Providing and fixing brass bib cock of approved quality : (18.15.1) 15 mm nominal bore DSR Code No. 18.15.1 |
| 70 | Providing and fixing brass stop cock of approved quality : (18.16.1) 15 mm nominal bore DSR Code No. 18.16.1 |
| 71 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (18.18.2) 20 mm nominal bore DSR Code No. 18.18.2 |
| 72 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (18.18.3) 25 mm nominal bore DSR Code No. 18.18.3 |
| 73 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : (18.19.1) 25 nominal bore (18.19.1.1) Horizontal. DSR Code No. 18.19.1.1 |
| 74 | Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.1) 30 cm length (18.21.1.1) 15 mm nominal bore DSR Code No. 18.21.1.1 |
| 75 | Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.1) 30 cm length (18.21.1.2) 20 mm nominal bore DSR Code No. 18.21.1.2 |
| 76 | Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.2) 45 cm length (18.21.2.1) 15 mm nominal bore DSR Code No. 18.21.2.1 |
| 77 | Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.2) 45 cm length (18.21.2.2) 20 mm nominal bore DSR Code No. 18.21.2.2 |
| 78 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (18.47.1) 15 mm nominal bore DSR Code No. 18.47.1 |
| 79 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (18.47.2) 20 mm nominal bore DSR Code No. 18.47.2 |
| 80 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (18.47.3) 25 mm nominal bore DSR Code No. 18.47.3 |
| 81 | 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 Code No. 18.48 |
| 82 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. (18.50.1) 15 mm nominal bore DSR Code No. 18.50.1 |
| 83 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. (18.53.1) 15 mm nominal bore DSR Code No. 18.53.1 |
| 84 | 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: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge With average thickness of 120 mm and minimum thickness at khurra as 65 mm. :DSR Code No. 22.7.1 |
| 85 | 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 SOR 2023-24 CSI No. 28.38 |
| 86 | Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light fitting including tube on surface complete in all respect. NSI Ref. UPPWD SOR 2018 1413 (CAT-AA) |
| 87 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 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 earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C E&M -1.10.3 |
| 88 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA \\"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. Single pole. E&M 2.10.1 |
| 89 | Supplying and drawing following 3 x 2.5 sq. mm sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. E&M -1.17.12 |
| 90 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet. E&M -1.24.4 |
| 91 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 6 pin 15/16 amp socket outlet. E&M -1.24.5 |
| 92 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps E&M 2.12.2 |
| 93 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. E&M- 1.12 |
| 94 | Supply, installation, testing and commission 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 19.1 (E&M 2022) |
| 95 | Applying BIRLA PUTTY or equivalent putty on previousaly bila putty smoothen surface over one cost of water base cement primer of ICI or equivalent brand for smoothining and leveling of the surface as per requirement and direction of E/I including cost of all material , labour and T&P required for proper completion of work. NSI SOR 2023-24 CSI No. 13.21 |
| 96 | Boring with 4\\" dia casing pipe up to a profeble depth of 50m from ground level with skilled and unskilled laboour and T&P boring apparatus supervision charge etc. required for proper completion of the work. (b) From 6 to 50 mtr depth. NSI Old SOR 2023-24 CSI NO 20.23b |
| 97 | Transportation and installation of tube well drilling Rig m/c, compressure for development and other required equipments and accessories at site of work and dismentlling & taking them back after successful completion of the work including cleaning, levelling - dressing the site properly, also disposing off the surplus earth, silt, sand etc. NSI Old SOR 2023-24 CSI NO 19.28 |
| 98 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.100 mm nominal size dia DSR code no 23.3.1 |
| 99 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.100 mm nominal size dia DSR code no 23.4.1 |
| 100 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I)..100 mm dia DSR code no 23.15.1 |
| 101 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. DSR code no 23.12 |
| 102 | Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. b) for 1.5/ 2 H.P pump set single phase NSI Old SOR 2023-24 CSI No. 19.31(b) |
| 103 | Supply & Installation of submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. b) 1.5 HP outlet 40mm dia. or more, Head 71/36, Discharge 2000/6000 LPH NSI Old SOR 2023-24 CSI No. 19.32 (b) |
| 104 | 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. As above but for 100mm pvc trap Old SOR 2023-24 CSI NO 27.21(B) |
| 105 | Supply and filling brick bat in soak pit including all labour,material and T&P etc complete. Old SOR 2023-24 CSI NO 6.23 |
| 106 | Providing and fixing of 110 mm dia PVC pipe 6 Kg/ Sq.cm for with special such as Tee, bend,socket, elbow etc including supply of all labour,material,T & P etc complete required for propercompletion of work. NSI Old SOR 2023-24 CSI NO 26.17 |
