Tender For Construction Of Store Room, Je Room, And Misc. Civil Construction Work At Electricity Transformer Repairing Workshop Baraut, Distt- Baghpat, 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.(2.8.1) All kinds of soil DSR Code No. 2.8 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 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. DSR Code No. 2.25 4 Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.DSRCode No. 2.27 5 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.DSR Code No. 2.32 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 Code No. 4.1 7 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 8 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 9 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. 4.10 10 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 11 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 Code No. 4.10 12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. DSR Code No. 4.12 13 Providing and laying in position ready mixed or site batcheddesign mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana/Ordinary Portland /Portland Slag cement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improvedurability andworkability without impairing strength;including pumpingof concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth and upto floor V level. (4.20.2.4) Concrete of M25 grade with minimum cement content of 300 kg /cum. DSR Code No. 4.20 14 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 : (5.1.2) 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 15 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 : (5.2.2) 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 16 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 17 Centering and shuttering including strutting, propping etc. and removal of form for.(5.9.1) Foundations, footings, bases of columns, etc. for mass concreteDSR Code No. 5.9 18 Centering and shuttering including strutting, propping etc. and removal of form for.(5.9.2) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR Code No. 5.9 19 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 20 Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.4) Shelves (Cast in situ).DSR Code No. 5.9 21 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 22 Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.21) Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thickDSR Code No. 5.9 23 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 Code No. 5.12 24 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the 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 Code No. 5.13 25 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (5.22.6)Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR Code No. 5.22 26 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (5.22A.6) Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR Code No. 5.22A 27 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). DSR Code No. 5.23 28 Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same.DSR Code No. 5.24 29 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. DSR Code No. 5.30 30 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slagcement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M25 grade withminimum cement content of 330 kg /cum (5.33.1.1)DSR Code No. 5.33 31 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slagcement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level. (5.33.2.1) Concrete of M25 grade withminimum cementcontent of 330 kg /cumDSR Code No. 5.33 32 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 Code No. 6.1 33 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 34 Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : (6.3.1) With F.P.S.(non modular) bricks DSR Code No. 6.3 35 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 : (6.4.1) Cement mortar 1:4 (1 cement : 4 coarse sand)DSR Code No. 6.4 36 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 37 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. (6.13.2) Cement mortar 1:4 (1 cement :4 coarse sand). DSRCode No. 6.13 38 Brick work in foundation & plinth with old dismantledbricks (supplied by department free of cost) and coarse sandmortar 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) 39 Same as in item 6.18 above butin super structure for 230 mm thick wall.(NSI) Ref. CSI No. 6.19 (SOR 23-24) 40 Removal of cement mortar from dismantled bricks and stacking in countable position at place as directed by the Engineer in charge, including cost of all labour and T&P required for proper completion of work. (NSI) Ref. CSI No. 6.22 (SOR 23-24) 41 Supply and filling brick bat in soak pit including all labour,material and T&P etc complete. (for 01 soak pit) . (NSI) Ref. CSI No. 6.23 (SOR 23-24) 42 Mild Steel or Iron work in heavy sizes such as trusses built upgates, door frames, record, racks roof work gates etc. wrought torequired form including holes rivetting or welding where necessary and also fixing in proper position and alignment but when steel is to be provided by the department. (NSI) Ref. CSI No. 9.01 (SOR 23-24) 43 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 Jamuna sand, with common burnt clay non modular bricks. DSR Code No. 11.2 44 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (11.3.1) 40 mm wide and 4 mm thick. DSR Code No. 11.13 45 Providing (12x15) mm section groove in plasterincluding all material, labour andT&P etc. required for proper completion of the work. (NSI) Ref. CSI No. 11.16 (SOR 23-24) 46 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) : (11.26.1) 25mm thickDSR Code No. 11.26 47 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC.NSI CSI No. 12.26 48 As in NSI item No.35 above but 4.0 cm thickfloor in 1:1.5:3 concrete with out base concrete. NSI CSI No. 12.28 49 Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls &floors, around the external perimetre of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/Sqm, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / Sqm, (iii) Top surface of Plinth filling @ 5 Ltrs / Sqm, ( iv) Junction of walls & floors @ 7.5 Ltrs / Sqm, (v) Soil along external perimetre of building @ 7.5 Ltrs / Sqm (vi) under apron of the building @ 5 Ltrs. /Sqm. The rates includes cost of all materials, labour, equipments, T&P complete. (NSI) Ref. CSI No. 17.01 (SOR 23-24) 50 Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. (NSI) Ref. CSI No. 27.19 (SOR 23-24) 51 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. a) 75 mm Dia. (NSI) Ref. CSI No. 27.29 (a) (SOR 23-24) 52 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. c) 110 mm Dia. (NSI) Ref. CSI No. 27.29 (c) (SOR 23-24) 53 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red (8.2.2) Area of slab over 0.50 sqm (8.2.2.2) DSR Code No. 8.2 54 Providing and fixing fly proof galvanized M.S. 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 0.63 mm all complete. (9.51.2) With 12 mm mild steel U beadingDSR Code No. 9.51 55 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. (10.6.1) 80x1.25 mm M.S. laths with 1.25 mm thick top cover.Code No. 10.6 56 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. (10.6.3) 80x0.90 mm M.S. laths with 0.90 mm thick top cover.DSR Code No. 10.6 57 Providing and fixing ball bearing for rolling shutters.DSR Code No. 10.7 58 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 59 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. (10.29.2) Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sidesDSR Code No. 10.29 60 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: (11.1.1) 1:4 (1 cement : 4 coarse sand). DSR Code No. 11.1 61 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 aggregateDSR Code No. 11.3 62 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer)with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand)jointing with grey cement slurry @3.3 kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only .Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. (11.41A.2) Glazed vitrified floor tiles polished finish of size (11.41A.2.1) Size of Tile 600x600 mm DSR Code No. 11.41A 63 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. (11.48.2) Size of Tile 600x600 mmDSR Code No. 11.48 64 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. (12.1.3) 0.63 mm thick with zinc coating not less than 275 gm/ m² DSR Code No. 12.1 65 12 mm cement plaster of mix : (13.4.1) 1:4 (1 cement: 4 coarse sand)DSR Code No. 13.4 66 12 mm cement plaster of mix : (13.4.2) 1:6 (1 cement: 6 coarse sand)DSR Code No. 13.4 67 15 mm cement plaster on rough side of single or half brick wall of mix: (13.5.2) 1:6 (1 cement: 6 coarse sand) DSR Code No. 13.5 68 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 : (13.41.1) New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre. DSRCode No. 13.41 69 Finishing walls with textured exterior paint of required shade : (13.45.1) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm DSR Code No. 13.45 70 Applying priming coat: (13.50.2) With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywoodDSR Code No. 13.50 71 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : (13.48.2) 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 manufactureDSR Code No. 13.48 72 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : (13.48.3) 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 Code No. 13.48 73 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(13.62.1) 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 74 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 75 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturerincluding applying additional coats wherever required to achieve even shade and colour.(13.81.1) Old work (one or more coats).DSR Code No. 13.81 76 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. (13.82.1) One coat DSR Code No. 13.82 77 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. (13.82.2) Two coat DSR Code No. 13.82 78 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. (13.85.1) With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre.DSR Code No. 13.85 79 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. (13.85.3) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. DSR Code No. 13.85 80 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (15.2.2) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). DSR Code No. 15.2 81 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 Code No. 15.3 82 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. (15.7.4) In cement mortar. DSR Code No. 15.7 83 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (15.12.1) Of area beyond 3 sq. metresDSR Code No. 15.12 84 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (15.12.2) Of area 3 sq. metres and belowDSR Code No. 15.12 85 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. DSR Code No. 15.18 86 Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. DSR Code No. 15.19 87 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 88 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 89 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.DSR Code No. 16.42 90 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). DSR Code No. 16.53 91 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (16.43.1) Cement concrete prepared with batch mixing machine.DSR Code No. 16.43 (1) 92 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (16.43.2) Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. DSR Code No. 16.43 (2) 93 Extra for providing and mixing hardening compound of approved quality as per manufacturers specification in cement concrete.DSR Code No. 16.44 94 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.). DSR Code No. 16.45 95 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 : (17.4.1) One urinal basin with 5 litre white P.V.C. automatic flushing cistern. DSR Code No. 17.4 96 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: (17.7.3) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. DSR Code No. 17.7 97 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: (17.7.4) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. DSR Code No. 17.7 98 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (17.25.1) Flat back wash basin of size 630x450 mm. DSR Code No. 17.25 99 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (17.25.2) Flat back wash basin of size 550x400 mm DSR Code No. 17.25 100 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. 17.28 101 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 (17.28.1.2) 40 mm dia DSR Code No. 17.28 102 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.2) Flexible pipe (17.28.2.2) 40 mm dia DSR Code No. 17.28 103 Providing and fixing 100 mm sand cast Iron grating for gully trap. DSR Code No. 17.29 104 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. 17.31 105 Providing and fixing soil, waste and vent pipes : (17.35.1) 100 mm dia (17.35.1.2) Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 DSR Code No. 17.35 106 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. (17.73.2) 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 Code No. 17.73 107 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 (18.7.1) 15 mm nominal dia Pipes DSR Code No. 18.7 108 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 (18.7.2) 20 mm nominal dia Pipes DSR Code No. 18.7 109 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. 18.7 110 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 (18.7.4) 32 mm nominal dia Pipes DSR Code No. 18.7 111 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 (18.9.1) 15 mm nominal dia Pipes DSR Code No. 18.9 112 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 (18.9.2) 20 mm nominal dia Pipes DSR Code No. 18.9 113 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 (18.9.3) 25 mm nominal dia Pipes DSR Code No. 18.9 114 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 (18.9.4) 32 mm nominal dia Pipes DSR Code No. 18.9 115 Providing and fixing brass bib cock of approved quality : (18.15.1) 15 mm dia nominal bore DSR Code No. 18.15 116 Providing and fixing brass stop cock of approved quality : (18.16.1) 15 mm dia nominal bore DSR Code No. 18.16 117 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (18.17.1) 25 mm nominal bore DSR Code No. 18.17 118 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (18.18.1) 15 mm dia nominal bore DSR Code No. 18.18 119 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. 18.21 120 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. 18.21 121 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. 18.47 122 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. 18.47 123 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. 18.47 124 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. 18.48 125 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. 18.50 126 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. 18.53 127 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: (22.7.1) With average thickness of 120 mm and minimum thickness at khurra as 65 mm. DSR Code No. 22.7 128 Testing and developing charges of tubewell for 48 hours or till supply of good discharge of water free from any foreign materials such as silt, sand etc. is obtained by O.P. unit/tractor. (NSI) Ref. CSI 18.22 (SOR 20-21) 129 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). (23.15.1) 100mm dia DSR Code No. 23.15.1 130 Providing and fixing of 110 mm dia PVC pipe 6 Kg/ Sq.cm forwith special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (NSI) Ref. CSI No. 26.17 (SOR 23-24) 131 Applying two coat of Dr.Fixit pidicrete URP with cement slurry of one parts of Dr. Fixit pidicrete URP (covering area of URP-2.00 to 2.2Sqm/Kg) and 1.5 parts of cement on Horizontal and vertical damp surface. Before application ,clean the surface with wire brush or scrubber to remove hidden dirt,loose particles,laitance and dust, degrease the surface by using suitable solvent. throughly saturated the surface with potable water but at the time of application water should not be accumulated at any place as per direction E/I including supply of all materials ,labours and T& P etc.requiredfor proper completion of work. (NSI) Ref. CSI No. 26.35 (SOR 20-21) 132 S/F high Tensile steel colour coated anti rust ,high temp resistant sheet with Tensile Strength 550 MPA hot dip metallic (zinc Aluminum Alloy (Zn-55%)(Al-45% ) Coating 70GSM with total thikness not less than 0.50mm (TCT) Durashinemake with necessary over laps including S/F Galvanized J/V Hook according to purlinwith ,nut,washer and bitumen washers etc.including cost of material ,labour T&P etc and special fastener (HT) , nuts & washer provide diaby the company etc required for proper completion of work as per direction of E/I confirming 1.5. 1397:1993.(NSI) Ref. CSI No. 26.60(Old SOR 2020-21) 133 Conducting plate load test near CONTROL ROOM BUILDINGsite at specifed depthas per IS 1980-1982 including supply of all material, labour and T&P equipment and recording of test result as per Codal requirement and submission of report. (NSI) Ref. CSI No. 28.15 (SOR 23-24) 134 Providing & laying of 2 mm thick epoxy flooring with chemcical (conpro EP 2P,conpro EP 36,conpro EPSL1) including all materials,labour & T&P etc. required for proper completion of work. (NSI) Ref. CSI No. 28.32 (SOR 23-24) 135 Supply and Fixing of 3 blade ceiling fan 1200 mm of Havells or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge. (NSI) Ref. CSI No. 28.39 (SOR 23-24) 136 Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havellsor equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge. (NSI) Ref. CSI No. 28.38 (SOR 23-24) 137 Supply and laying 4.0Sq.mm gauge copper wire of Plaza orequivalent make of approved quality including connecting withexisting wiring in existingP.V.C.pipe. including allmaterials, labour and T&P complete. (NSI) Ref. CSI No. 22.06(c) (SOR 23-24) 138 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 1.10.3 139 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 1.24.4 140 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.E&M - 5.6 141 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 4 sq. mm + 1 X 4 sq. mm earth wire. E&M 1.14.3 142 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 6 sq. mm + 1 X 6 sq. mm earth wire. E&M 1.14.4 143 Supplying and fixing 5 amps to 32 amps rating, 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. Single poleE&M - 2.10.1 144 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door.E&M-2.5.1 145 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-1.12 146 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 p. NSI E&M - 10.18 147 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm). E&M-1.27.1 148 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm). E&M-1.27.2 149 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm). E&M-1.27.3 150 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm). E&M-1.27.4 151 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.NSI CSI No. 28.41
