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| Sl. No. | Item Description |
| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sgm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Hard rock (blasting prohibited) DSR-2.9.3 |
| 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-2.25A |
| 3 | 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-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR-4.1.8 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR-2.27 |
| 5 | Providing and injecting chemical emulsion for Preconstructional anti-Termite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface If plinth filling junction of wall and floor, along the extemal perimeter of binding expansion jolnts,surrounding of pipes and conduit etc. complete (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chlordane will be used. The rate of application of chemical emulsion shall be as Follows : (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m. (2) Back fill in immediate contact with foundation 7.5 Litres per Sq.M. (3) Treatment,of Top surface of plinth filling 5 Litres per Sq.M. (4) Treatment junction of wall and the floor 7.50 Liters per Sq.M. (5) Treatment of soil along extnal Perimeter of building 7.50 Liters per Sq.M. (6) Treatment of soil along apron along external Perimeter 5.00 Liters per Sq.M. |
| 6 | 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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR-5.3 |
| 7 | 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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR-5.3 |
| 8 | 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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR-5.3 |
| 9 | 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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR-5.3 |
| 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) for Raft foundation and footing DSR-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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR-5.2.2 |
| 12 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without 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 All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum DSR-5.33.2.2 |
| 13 | 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-5.22.6 |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-6.1.2 |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-6.4.2 |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) DSR-6.4.1 |
| 17 | Extra for providing and placing in position 2 Nos 6 mm dia. M.S. bars at every third course of half brick masonry. DSR-6.15 |
| 18 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws and Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured) DSR-9.21.1+DSR-9.26 |
| 19 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws DSR-9.21.1 |
| 20 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. DSR-10.19 |
| 21 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding DSR-9.48.1 |
| 22 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) DSR-10.11.2 |
| 23 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x6 mm, joints mitred and welded by angle iron 40x40x6 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. DSR-10.31 |
| 24 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates efc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). DSR-10.28 |
| 25 | 15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) DSR-13.5.1 |
| 26 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR-13.4.2 |
| 27 | 15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) DSR-13.5.2 |
| 28 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. DSR-5.30 |
| 29 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. DSR-5.30 |
| 30 | 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. 25 mm thick with 20 mm nominal size stone aggregate DSR-11.3.1 |
| 31 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate DSR-11.3.1 |
| 32 | 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 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm DSR-11.41.2 |
| 33 | Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm DSR11.47.2 |
| 34 | 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/sgm including pointing the joints with white cement and matching pigment etc., complete. DSR-11.37 |
| 35 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to 1S: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. DSR-8.31 |
| 36 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) : 25 mm thick DSR-11.26.1 |
| 37 | 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-11.27 |
| 38 | 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. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent DSR-11.56.1 |
| 39 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture DSR-13.48.3 |
| 40 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @0.75 Itr/10 sqm of approved brand and manufacture DSR-13.48.2 |
| 41 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) DSR-13.47.1 |
| 42 | 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-13.41.1 |
| 43 | 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-13.80 |
| 44 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes DSR-10.30.1 |
| 45 | Providing & fixing stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 300mm x 16mm |
| 46 | Providing & fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. 250 mm x 10mm |
| 47 | Providing & fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. 150x10mm |
| 48 | Providing & fixing stainless steel door handles with screws and 150mm long.ISI marked |
| 49 | Providing and fixing glass strips in joints of cement concrete floors.35mm wide & 4 mm thick |
| 50 | Providing and laying integral cement based water proofing treatment including preparation (a) (b) to of surface as required treatment of roofs, balconies, terraces etc consisting of following operations: 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. Laying brick bats with mortar using broken bricks/brick bats 25 mm 115 to 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 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 |S : 2645 and approved by Engineer-in-charge. (d) 1:4 Finishing the surface with 20 mm thick jointless cement mortar of mix (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-22.7.1 |
| 51 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) DSR-4.10 |
| 52 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.DSR-4.13 |
| 53 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. DSR-9.82 |
| 54 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with Si, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 55 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading. DSR-9.7.8 |
| 56 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary Screws :35 mm thick shutters With ISI marked stainless steel butt hinges of required size Second class teak wood DSR-9.27.1.2.1 |
| 57 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with an universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer's pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in all the as Joint System to have watertight joint is mandatory requirement per the manufactures design and as approved by Engineer -in- Charge. (Material shall conform to ASTM 6063).Floor Joint of 100 mm gap DSR-5.44.1 |
| 58 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063).Wall Joint of 100 mm gap DSR-5.45.1 |
| 59 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to rooffroof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates an universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer's pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall conform to ASTM 6063). Roof Joint of 100 mm gap DSR-5.46.1 |
| 60 | 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-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR-4.1.3 |
| 61 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking 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 Gl 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 Gl adjustable rods with galvanised 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.12.5 Tile mm of size thick square edge PVC Laminated Gypsum 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part | and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. DSR-12.52.3 |
| 62 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete DSR- 5.9.1 |
| 63 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR-5.9.3 |
| 64 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR-5.9.5 |
| 65 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts DSR-5.9.6 |
| 66 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.DSR-10.3 |
| 67 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement. DSR-11.20.1 |
| 68 | 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 Area of slab over 0.50 sqm DSR-8.2.2.2 |
| 69 | 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.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile. DSR-11.21.2.1 |
| 70 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary Screws :35 mm thick shutters with isi marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated hollock wood DSR-9.27.1.1.2 |
| 71 | 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.With 12 mm mild steel U beading DSR-9.51.2 |
| 72 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25 mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :25 mm dia DSR-9.46.3 |
| 73 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm DSR-9.96.1 |
| 74 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :300x10 mm DSR-9.97.1 |
| 75 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm DSR-9.97.2 |
| 76 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm DSR-9.100.1 |
| 77 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) DSR-10.15.1 |
| 78 | Providing and fixing anodised aluminium Window, having 2 mm thick Aluminium section excluding coating & an average coating of 20 micron fully glazed made of Aluminium door tube size 83.5x44.65 mm as Vertical member and 11.40x44.45mm size tube in bottom & horizontal members Door chaukhat ahould be ofAluminium tubler vertical with two openable shutter. The rate will include cost of material fixture 5mm glass handles,locks,screw necessary beeding & excluding cost of floor spring if requred for proper complection of work as per direction of Engineer-in-charge. With 5 mm thick glass |
| 79 | Providing or and of fixing anodised aluminium grill (anodised transparent dyed to required shade according to 1S: 1868 with minimum anodic coating grill to grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). DSR-21.17 |
| 80 | Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and also finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all in complete as per drawings, specification and direction of the Engineer Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum plain board conforming to is:2095- (Part 1) :2011 (Board with BIS certification marks) DSR-12.45.1 |
| 81 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes DSR-10.16.1 |
| 82 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sgm 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-12.50 |
| 83 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work DSR-13.52.1 |
| 84 | Supply and filling of cinder in sunken in portion of building including breaking into required sizes including supply of all material, labour T&P required for proper completion of the work. |
| 85 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (part-1)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:25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only DSR-9.21.3+9.22.1 |
| 86 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.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. Size of Tile 600x600 mm DSR-11.46.2 |
| 87 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 Itr/10 sqm over and including one coat of Special primer applied @ 0.75 Itr 10 sqm DSR-13.48.1 |
| 88 | Providing & fixing stainless steel sliding door bolts ISI marked required colour or shade with nuts and screws etc complete.250x16 mm |
| 89 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper DSR-9.101.2 |
| 90 | P/Fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. 150x10mm |
| 91 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick DSR-11.13.1 |
| 92 | Supply & fixing of 26 gauge alluminium sheet on tiolet door shutters bottom I/C fixing with aluminium graves labour etc I/C labour T&P required for proper completion of work all complete as per the direction of Engineer-In-charge. |
| 93 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.DSR-10.3 |
| 94 | 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-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR-4.1.3 |
| 95 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick DSR-11.6.1 |
| 96 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) 250x16 mm DSR-9.62.2 |
| 97 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378)250x10 mm DSR-9.63.1 |
| 98 | Providing and fixing ISI marked oxidised M.S. handles conforming to 1S:4992 with necessary screws etc. complete (Copper oxidised as per is 1378) 125 mm DSR-9.66.1 |
| 99 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, including cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats) DSR-16.47.1 |
| 100 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. DSR-16.65 |
| 101 | Providing and fixing Basket ball ring , Back board & ball ,Net etc. complete as per directiion of engineer-in-charge. |
| 102 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. DSR-11.4 |
| 103 | Providing and laying (a) three layer of colour coates as per specification and (b) all court lines marking to be done as per specification and as per direction of Engineer-in-charge |
| 104 | Supplying and placing movable non adjustable height badminton ball post made of 150 mm steel tubler square pipe of thickness 4.5mm and painted with epoxy paint including fibreglass board framing with aluminium section dunking ring net etc all complete as per standerds and direction of a net a shuttlecock and at least two rack etc as per direction of Engineer-in-charge |
| 105 | P/L marking on the surface and including required competition equipment all completed as per requirement etc. coplete as per direction of Engineer-in-charge |
| 106 | Installation of pole mounted and net post for volly ball court etc as per direction of Engineer-in-charge |
| 107 | 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. All kinds of soil DSR-2.6.1 |
| 108 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. DSR-2.36 |
| 109 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .DSR-16.4 |
| 110 | Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling.With road roller/ hand roller DSR-16.6.1 |
| 111 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade CRMB- 60 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. DSR-16.57.4 |
| 112 | Distribbuting of Rubber & Sand in Artificial Turf etc as per direction of Engineer-in-charge |
| 113 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 1S: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.Rocky strata including Boulders 400 mm dia DSR-23.1.2.3 |
| 114 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 1S: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.Rocky strata including Boulders 400 mm dia DSR-23.2.2.3 |
| 115 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.200 mm nominal size dia having minimum wall thickness 5.40 mm DSR-23.10.3 |
| 116 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to 1S: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia DSR-23.11.3 |
| 117 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge.DSR-23.8 |
| 118 | Development of tube well in accordance with 1S : 2800 (part I) and IS: 11189, to establish maximum rate of useable 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, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories efc., all as per requirement and direction of Engineer-in-charge.DSR-23.12 |
| 119 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia DSR-23.13.3 |
| 120 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.200 mm clamp DSR-23.14.3 |
| 121 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per 1S:2800 (part I). 200 mm dia DSR-23.15.3 |
| 122 | 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 65 mm nominal dia Pipes DSR-18.9.7 |
| 123 | Supplying & Installation of 15 Hp submersible pump B.S or K.S.B or equivalent make with finolex cable 1x3x2.5 sqm. (upto 75mtr) with flexible conduit 25mm dia, electrical out door pannel with required electrical fitting such as MCB of 0-25Amp (Havell or Indocopp or MDS make), Volt & Ampere meter (AE make), single phase preventer (Minilac or VSP -1 make) starter (L&T or BCH make) etc of approved make, 40mm HDPE Pipe (25 mtr) and all accessories complete as per requirement of site. (a) include the rate of electrical control panels complete with all accessories &controls, all Electrical/Mechanical items as required to operate the system automatic/manual. (b) Level Controller with sufficient nos. of low / high level alarms, contacts with electrodes and control wiring for the automatic operation of water supply pumps, Submersible Sump Pumps, to achieve the functional requirement shall be provided. Control wiring between these pumps and water tanks shall be provided. Domestic water pumps must start at low water level in overhead domestic water tank & stop at high level in that water tank. Dry running protection shall be provided for all the pumps.Sequencing shall be provided for each set of pumps. etc as per direction of Engineer-in-charge |
| 124 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without 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 M30 grade with minimum cement content of 350 kg /cum DSR-5.33.1.2 |
| 125 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR-10.2 |
| 126 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5: 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on of negative side. The crystalline slurry shall be capable of self-healing cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm per coat DSR-22.23.1 |
| 127 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5: 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on of negative side. The crystalline slurry shall be capable of self-healing cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm. DSR-22.23.2 |
| 128 | Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m 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. Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.Ordinary or hard rock DSR-2.8.1+2.26.2 |
| 129 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12mm cement plaster DSR-13.9.1 |
| 130 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar DSR-19.15.1 |
| 131 | Providing and fixing S.C.l. Tee 150 mm complete as per directiion of engineer-in-charge. DSR-7080 |
| 132 | Providing and fixing soil, waste and vent pipes : 75 mm diameter : Sand cast iron S&S pipe as per 1S: 1729 DSR-17.35.2.1 |
| 133 | Providing and fixing terminal guard :75 mm Sand cast iron S&S as per IS - 1729 DSR-17.56.2.1 |
| 134 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality MD-10 Circular shape 500 mm internal diameter DSR-19.19.2.2 |
| 135 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality LD-25 Circular shape 450 mm internal diameter DSR-19.19.1.3 |
| 136 | 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.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR-19.32.1 |
| 137 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster DSR-13.9.2 |
| 138 | Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m 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 kinds of soil. DSR-2.8.1 |
| 139 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. with material conforming to Grade-Il (size range 53 mm to 0.075 mm ) having CBR Value-25 DSR-16.78.2 |
| 140 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. DSR-16.1 |
| 141 | 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 50 mm 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-16.91.2 |
| 142 | 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. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer DSR-16.43.2 |
| 143 | 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 18:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) DSR-16.45 |
| 144 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sgm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock DSR-2.9.1 |
| 145 | Finishing walls with water proofing cement paint of required shade :New work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. DSR-13.109.1 |
| 146 | Providing and fixing concertina coil fencing with punched tape concertina coil Y’ 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 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 kg/ sq. complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 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-16.53 |
| 147 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR-10.25.2 |
| 148 | Supply of 110mm dia plain PVC.(6kg/sqcm) pressure complete as per directiion of engineer-in-charge. |
| 149 | Supply of 110mm dia sloted PVC (6kg/sqcm) pressure complete as per directiion of engineer-in-charge. |
| 150 | Supply of P.V.C. soket 125mm dia complete as per directiion of engineer-in-charge. |
| 151 | Supply of end cap 110 mm dia complete as per directiion of engineer-in-charge. |
| 152 | Providing necessary boaring T&P including making arrangement of water for boaring 200mm dia bore hole by Rig machine in all type of streta complete item. 30 metre B.G.L. |
| 153 | Providing necessary boaring T&P including making arrangement of water for boaring 200mm dia bore hole by Rig machine in all type of streta complete item. Beyond 30 metre. |
| 154 | Supply & fixing of nylon jalli around the slotted pipe complete as required. |
| 155 | Lowering of 110mm dia Rogid P.v.c. pipe in bore hole including cutting jointing etc.complete. |
| 156 | Providing & packing of coarse sand around the P.v.c.pipe complete as per directiion of engineer-in-charge. |
| 157 | Supply of 32mm dia G.i.pipe B class with required fitting. |
| 158 | Supply of India marka - II hand pump ISI marked with cylinder & connecting rods complete as per directiion of engineer-in-charge. |
| 159 | Installation of India marka - II hand pump over the bore hole as per direction of E/I complete as per directiion of engineer-in-charge. |
| 160 | Development of bore by manual labour till discharge of free from turbity complete item. |
| 161 | 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 1S: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover DSR-10.6.1 |
| 162 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 coarse sand) DSR-13.7.1 |
| 163 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).DSR-2.1 |
| 164 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).DSR-2.2 |
| 165 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm DSR-2.4.3 |
| 166 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge DSR-2.9 |
| 167 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).DSR-2.8 |
| 168 | Rough dressing the trenched ground including breaking clods complete as per directiion of engineer-in-charge. DSR-2.5 |
| 169 | Fine dressing of the ground.complete as per directiion of engineer-in-charge. DSR-2.7 |
| 170 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. DSR-2.6 |
| 171 | Providing & laying of Selection no. 1 Doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish properly, as per direction of the officer-in-charge.DSR-2.34 |
| 172 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) Holes 1.2 m dia and 1.2 m deep.DSR-2.14.1 |
| 173 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately).DSR-2.13 |
| 174 | Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water).Trees plant DSR-2.57.1 |
| 175 | Providing, stacking and Displaying Acalypha twisted well developed with fresh & healthy 30 cm & above ht. plant in 20 cm size Earthen Pot/ Plastic Pot and as per direction of the officer-in-charge.DSR-5.4 |
| 176 | Providing and stacking of Hamelia patens of height 30-45 cm. with 3-4 branches in poly bag of size 20 cm as per direction of the officer-in charge. DSR-8.31 |
| 177 | Providing and stacking Duranta Golden, having ht. 15 cm to 20 cm bushy shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.DSR-6.12 |
| 178 | Providing and stacking of Plumeria alba height 120-135 cm. with 2-3 branches in bag size 30 cm as per direction of the officer-in-charge.DSR-7.69 |
| 179 | Providing and stacking Wadelia trilobata,full of leaves in 15 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.DSR-6.31 |
| 180 | Water supply and SanetaryProviding 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:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests . DSR-17.1.1 |
| 181 | Providing White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, (handle lever), including flush pipe, with manually controlled device conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid DSR-17.2.1 |
| 182 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap DSR-17.7.2 |
| 183 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32mm dia. DSR-17.28.1.1 |
| 184 | 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-17.31 |
| 185 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40 mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :Size 450x300x150 mm DSR-17.11.1 |
| 186 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per |S : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern DSR-17.5.1 |
| 187 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per |S : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern DSR-17.5.2 |
| 188 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per |S : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern DSR-17.5.3 |
| 189 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade DSR-8.10.2 |
| 190 | Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length 15mm nominal bore DSR-18.21.2.1 |
| 191 | Providing and fixing 8 mm dia C.P. / 8.8. Jet with flexible tube upto 1 metre long with 8.8. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.DSR-17.16A |
| 192 | Providing and fixing C.P. brass bib cock of approved quality conforming to 18:8931 : 15 mm nominal bore DSR-18.49.1 |
| 193 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore DSR-18.51.1 |
| 194 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to 1S:8931 15 mm nominal bore DSR-18.53.1 |
| 195 | Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. DSR-17.22A |
| 196 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.DSR-17.71 |
| 197 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :100 mm diameter S.W. pipe DSR-19.2.1 |
| 198 | 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.110 mm diameter DSR-12.41.2 |
| 199 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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.Coupler 110 mm DSR-12.42.1.2 |
| 200 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. Bend 87.5°,110 mm bend DSR-12.42.5.2 |
| 201 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. Shoe (Plain),110 mm Shoe DSR-12.42.6.2 |
| 202 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.DSR-12.44 |
| 203 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M_S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm DSR-12.43.2 |
| 204 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. DSR-12.22 |
| 205 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & m brass threaded fittings and fixing the pipe with clamps at 1.00 spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes DSR-18.8.2 |
| 206 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & m brass threaded fittings and fixing the pipe with clamps at 1.00 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. 25 mm nominal dia Pipes DSR-18.8.3 |
| 207 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and 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 25 mm nominal dia Pipes DSR-18.7.3 |
| 208 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and 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 32 mm nominal dia Pipes DSR-18.7.4 |
| 209 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and 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 40 mm nominal dia Pipes DSR-18.7.5 |
| 210 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and 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 50 mm nominal dia Pipes DSR-18.7.6 |
| 211 | Providing and fixing gun metal gate valve with C.l. wheel of approved quality (screwed end) : 25mm nominal bore DSR-18.17.1 |
| 212 | Providing and fixing gun metal gate valve with C.l. wheel of approved quality (screwed end) : 32mm nominal bore DSR-18.17.2 |
| 213 | Providing and fixing gun metal gate valve with C.l. wheel of approved quality (screwed end) : 40mm nominal bore DSR-18.17.3 |
| 214 | Providing and fixing gun metal gate valve with C.l. wheel of approved quality (screwed end) : 50mm nominal bore DSR-18.17.4 |
| 215 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms.DSR-18.65 |
| 216 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25mm nominal bore DSR-18.18.3 |
| 217 | 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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap DSR-17.7.4 |
| 218 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per 18:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 200 mm DSR-17.10.1.3 |
| 219 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40mm dia. DSR-17.28.1.2 |
| 220 | 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.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-17.73.2 |
| 221 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall 32mm dia nominal bore DSR-18.10.4 |
| 222 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and 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 20 mm nominal dia Pipes DSR-18.7.2 |
| 223 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & m brass threaded fittings and fixing the pipe with clamps at 1.00 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. 15mm nominal dia Pipes DSR-18.8.1 |
| 224 | Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. DSR-18.53A |
| 225 | Providing and fixing gun metal gate valve with C.l. wheel of approved quality (screwed end) : 20mm nominal bore DSR-18.17.1A |
| 226 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. 110mm dia P.V.C. pipe |
| 227 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. 75mm dia P.V.C. pipe |
| 228 | Supply and fixing of UPVC S.W.R. pipe nahani trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. |
| 229 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 110mm bend |
| 230 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 75 mm bend |
| 231 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. for 100mm dia pipe. |
| 232 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. for 75mm dia pipe. |
| 233 | Providing & fixing 110mm PVC Coupler |
| 234 | Providing & fixing 90mm PVC Coupler |
| 235 | Providing & fixing 90x90x90 mm PVC Single tee with door |
| 236 | Providing & fixing110x110x110 mm PVC Single tee with door |
| 237 | Providing and fixing pvc Inlet fitting with 2 inlets 80 mm size fabricated from 110 mm dia PVC pipes(approx. length 150mm to 300mm) and fixed to PVC trap with joint and set in cement concrete as per standard drawing complete. |
| 238 | 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 : Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern DSR-17.4.3 |
| 239 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Hard rock (blasting prohibited) Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia DSR-2.13.3.2 |
| 240 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth not exceeding 1.5 m DSR-2.20.1 |
| 241 | 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 : 150 mm dia. R.C.C. pipe DSR-19.6.2 |
| 242 | 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 : 350 mm dia. R.C.C. pipe DSR-19.6.3 |
| 243 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :150 mm diameter S.W. pipe DSR-19.3.2 |
| 244 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :250 mm diameter S.W. pipe DSR-19.3.4 |
| 245 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-lll) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-lll) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside cover size with 90x80 cm and 45 cm deep including C.I. frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 15 DSR-19.7.1.1 |
| 246 | Extra for depth for manholes :Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 15 DSR-19.8.1.1 |
| 247 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-lll) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-lll) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.l. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : : With common burnt clay F.P.S. (non modular) bricks of class designation 15 DSR-19.7.2.1 |
| 248 | Extra for depth for manholes :Size 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 15 DSR-19.8.2.1 |
| 249 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 (1 mm nominal size) and making necessary channel in cement concrete 1:2:4 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.68 HD-20 not m deep with SFRC Cover and frame (heavy duty grade designation) 560 mm internal diameter conforming to 1.8. 12592, total weight of cover and frame to be less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 15 DSR-19.11.1.1 |
| 250 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 mto 2.29 m: With common burnt clay F.P.S. (non modular) bricks of class designation 15 DSR-19.12.1 |
| 251 | 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 60 mm nominal dia Pipes DSR-18.9.6 |
| 252 | 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 32 mm nominal dia Pipes DSR-18.9.4 |
| 253 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 15 DSR-18.33.1 |
| 254 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia DSR-2.10.1.2 |
| 255 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sgm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.Hard rock (blasting prohibited) DSR-2.9.3+2.26.2 |
| 256 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sgm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Extra for every additional lift of 1.5 to 3.0 m or part thereof in excavation / banking excavated or stacked materials.Hard rock (blasting prohibited) DSR-2.9.3+2.26.2x2 |
| 257 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sgm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Extra for every additional lift of 3.0 to 4.5 m or part thereof in excavation / banking excavated or stacked materials.Hard rock (blasting prohibited) DSR-2.9.3+2.26.2x3 |
| 258 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) DSR-6.1.1 |
| 259 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1%:3 (1 Cement: 1% coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR-4.1.2 |
| 260 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR-13.4.1 |
| 261 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 1S: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil 300 mm dia DSR-23.1.1.1 |
| 262 | 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.150 mm nominal size dia DSR-23.4.2 |
| 263 | 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-23.5 |
| 264 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. DSR-23.6 |
| 265 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.DSR-23.7 |
| 266 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR-5.9.2 |
| 267 | Electrical workWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR 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/HFFR PVC insulated copper conductor single core cable etc. as required.Group C DSR-1.10.3 |
| 268 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.DSR-1.11 |
| 269 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required.DSR-1.12 |
| 270 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire DSR-1.14.1 |
| 271 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire DSR-1.14.2 |
| 272 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR 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 DSR-1.14.4 |
| 273 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.4 X 10 sq. mm + 2 X 6 sq. mm earth wire DSR-1.14.10 |
| 274 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 16 sq. mm + 2 X 6 sq. mm earth wire DSR-1.14.11 |
| 275 | Supplying and drawing following pair 0.5 mm dia FRLS/HFFR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.2 Pair DSR-1.18.2 |
| 276 | 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. 25 mm DSR-1.21.2 |
| 277 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.Telephone socket outlet DSR-1.24.6 |
| 278 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. RJ45 socket cat 6 with shutter |
| 279 | 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) DSR-1.27.1 |
| 280 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.DSR-1.31 |
| 281 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. DSR-1.32 |
| 282 | Installation, Testing and Commissioning of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Upto 450 mm sweep DSR-1.50.1 |
| 283 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.DSR-1.51 |
| 284 | Supplying, drawing, Testing and commissioning of Cat6A UTP 4 pair, 23 AWG solid copper cable in existing conduit/ on surface, U/FTP, LSZH, Non Plenum, Horizontal (solid) Cable suitable for high speed data networking application supporting upto 10Gbps over a 100 meter channel. The 4 Unshielded Twisted Pairs (UTP) cable with color coded insulation for easy indentification should have FLAME PROPERTIES i.e. Flammability Test - IEC 60332-1, Smoke Density - IEC 61034, LSZH standards compliance: ANSI/TIA-568 C.2, ISO/IEC 11801, IEEE 802.3an, RoHS. Delay Skew should be < 45NS. The outer Cable Diameter should be 7.5 + 2 mm. Cable should have been tested and verified by UL/ ETL etc. complete as required.1 Run of cableDSR-39.18.1 |
| 285 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C DSR-1.55.3 |
| 286 | Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required.DSR-1.57 |
| 287 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, 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) 8 way , Double door DSR-2.3.2 |
| 288 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, 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).4 way (4 + 12), Double door DSR-2.4.1 |
| 289 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, 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).6 way (4 + 18), Double door DSR-2.4.2 |
| 290 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, 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).8 way (4 + 24), Double door DSR-2.4.3 |
| 291 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A 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.)8 way (4 + 24), Double door DSR-2.5.2 |
| 292 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, Ics=100% Icu and Operational Voltage 690V etc. as required.125 A, 16 KA,TPMCCB DSR-2.2.2 |
| 293 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 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 DSR-2.10.1 |
| 294 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 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.Double pole DSR-2.10.3 |
| 295 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 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. Triple pole and neutral DSR-2.10.5 |
| 296 | S&F of 63 Amp. TP MCB (10 KA) C Curve |
| 297 | S&F of 63 Amp. 4 pole MCB(10 KA) C Curve |
| 298 | Supplying and installaton following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with two numbers MS/GI Suspenders i/c base of suitable size MS/GI angle, bolts & nuts, painting suspenders, fastener etc as required.300 mm width X 50 mm depth X 1.6 mm thickness DSR-4.1.4 |
| 299 | Supply and burring of Safe Earthing Electrode T-39 Cu Copper Coated, Length 2000mm, outer pipe 76.3mm x 3.2 inner pipe 42.4mm x 2.6mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonry housing. (From electrode terminal to switch board, cost of 25 x 3 Copper Strip will be extra) |
| 300 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. DSR-5.11 |
| 301 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. DSR-5.15 |
| 302 | Supply and fixing of IP 20 front Lit mid power SMD type LED light recess/Surface mounting round 6 watt to 9 watt Cut out Min 125mm height min 40 mm LED Down Lighter having Powder coated dia cast aluminium housing with heat sink high purity transmisivity UV stablized Non yellowish diffuser/Reflector for uniform light distribution, ditachable /driver set suitable for 24 Hr. continuous opening complete in all respect 220-1080 system lumens>120Lm/W, PF>0.95 THD<10% at full load CRI>80,>300V over voltage protaction 2.5kv internal surge protection with 5 years warrantee.SOR 2024-23.01 |
| 303 | Supply and fixing of IP 20 front Lit mid power SMD type LED light recess/Surface mounting round 10 watt to 15 watt Cut out Min 125mm height min 40 mm LED Down Lighter having Powder coated dia cast aluminium housing with heat sink high purity transmisivity UV stablized Non yellowish diffuser/Reflector for uniform light distribution, ditachable /driver set suitable for 24 Hr. continuous opening complete in all respect 1200-1800 system lumens>120Lm/W, PF>0.95 THD<10% at full load CRI>80,>300V over voltage protaction 2.5kv internal surge protection with 5 years warrantee.SOR 2024-23.02 |
| 304 | Supply of 26W Smart Bright Linear provides an extremely durable and high efficacy yet cost effective linear solution surface mounted and suspended applications like offices, retail stores, metro stations, etc. similar to Philips SP095V LED26S 865 W7L120 PSU WH or equivalent. |
| 305 | Supply of 40W Smart Bright Linear provides an extremely durable and high efficacy yet cost effective linear solution surface mounted and suspended applications like offices, retail stores, metro stations, etc. similar to Philips SP095V LED40S 865 W7L120 PSU WH or equivalent. |
| 306 | Brush Less Direct Current (BLDC) Fan with Remote Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required.1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) DSR-9.1.3 |
| 307 | Supply of Pressure die cast housing LED bulkhead with IP66 protection and IK09 impact resistance suitable for surface and wall mounting applications. Similar to Philips Cat Ref. WT202W LED10S NW PSU S2 PC or equivalent. SOR-2024-23.11 |
| 308 | Supply of Power Cables,Solid Aluminum conductor up to 10 sqmm balance stranded conductor,XLPE Insulated,cores laid up, PVC tape innersheathed,unarmoured/Armour (Aluminium wire for single core up to 70 sqmm balance Aluminium strip, Glavanised wire for cables upto 2x16 sqmm,3x10 sqmm & balance all galvanised steel strip),extruded PVC Type ST2 sheathed,650/1100V grade as per IS 7098(Part 1) 1988,4CX6Sq.mm Cable |
| 309 | Supply of Power Cables,Solid Aluminum conductor up to 10 sqmm balance stranded conductor,XLPE Insulated,cores laid up, PVC tape innersheathed,unarmoured/Armour (Aluminium wire for single core up to 70 sqmm balance Aluminium strip, Glavanised wire for cables upto 2x16 sqmm,3x10 sqmm & balance all galvanised steel strip),extruded PVC Type ST2 sheathed,650/1100V grade as per IS 7098(Part 1) 1988,4CX16Sq.mm Cable |
| 310 | Supply of Power Cables,Solid Aluminum conductor up to 10 sqmm balance stranded conductor,XLPE Insulated,cores laid up, PVC tape innersheathed, unarmoured/Armour (Aluminium wire for single core up to 70 sqmm balance Aluminium strip, Glavanised wire for cables upto 2x16 sqmm,3x10 sqmm & balance all galvanised steel strip),extruded PVC Type ST2 sheathed,650/1100V grade as per IS 7098(Part 1) 1988,3.5CX35Sq.mm Cable |
| 311 | Supply of Power Cables,Solid Aluminum conductor up to 10 sqmm balance stranded conductor,XLPE Insulated,cores laid up, PVC tape innersheathed, unarmoured/Armour (Aluminium wire for single core up to 70 sqmm balance Aluminium strip, Glavanised wire for cables upto 2x16 sqmm,3x10 sqmm & balance all galvanised steel strip),extruded PVC Type ST2 sheathed,650/1100V grade as per IS 7098(Part 1) 1988,3.5CX50Sq.mm Cable |
| 312 | Supply of Power Cables,Solid Aluminum conductor up to 10 sqmm balance stranded conductor,XLPE Insulated,cores laid up, PVC tape innersheathed, unarmoured/Armour (Aluminium wire for single core up to 70 sqmm balance Aluminium strip, Glavanised wire for cables upto 2x16 sqmm,3x10 sqmm & balance all galvanised steel strip),extruded PVC Type ST2 sheathed,650/1100V grade as per IS 7098(Part 1) 1988,3.5CX95Sq.mm Cable |
| 313 | Supply of Power Cables,Solid Aluminum conductor up to 10 sqmm balance stranded conductor,XLPE Insulated,cores laid up, PVC tape innersheathed, unarmoured/Armour (Aluminium wire for single core up to 70 sqmm balance Aluminium strip, Glavanised wire for cables upto 2x16 sqmm,3x10 sqmm & balance all galvanised steel strip),extruded PVC Type ST2 sheathed,650/1100V grade as per IS 7098(Part 1) 1988,3.5CX150Sq.mm Cable |
| 314 | Supply of Power Cables,Solid Aluminum conductor up to 10 sqmm balance stranded conductor,XLPE Insulated,cores laid up, PVC tape innersheathed, unarmoured/Armour (Aluminium wire for single core up to 70 sqmm balance Aluminium strip, Glavanised wire for cables upto 2x16 sqmm,3x10 sqmm & balance all galvanised steel strip),extruded PVC Type ST2 sheathed,650/1100V grade as per IS 7098(Part 1) 1988,3.5CX240Sq.mm Cable |
| 315 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm) DSR-11.1.32 |
| 316 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm (28mm) DSR-11.1.33 |
| 317 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 35 sq. mm (32mm) DSR-11.1.21 |
| 318 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3½ X 50 sq. mm (35mm) DSR-11.1.22 |
| 319 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3½ X 95 sq. mm (45mm) DSR-11.1.24 |
| 320 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3½ X 150 sq. mm (50mm) DSR-11.1.26 |
| 321 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3½ X 240 sq. mm (62mm) DSR-11.1.29 |
| 322 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 sq. mm DSR-10.1.1 |
| 323 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Above 35 sq. mm and upto 95 sq. mm DSR-10.1.2 |
| 324 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Above 95 sq. mm and upto 185 sq. mm DSR-10.1.3 |
| 325 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Above 185 sq. mm and upto 400 sq. mm DSR-10.1.4 |
| 326 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.Upto 35 sq. mm DSR-10.2.1 |
| 327 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.Above 35 sq. mm and upto 95 sq. mm DSR-10.2.2 |
| 328 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.Above 95 sq. mm and upto 185 sq. mm DSR-10.2.3 |
| 329 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.Above 185 sq. mm and upto 400 sq. mm DSR-10.2.4 |
| 330 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Upto 35 sq. mm, DSR-10.5.1 |
| 331 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.300 mm dia DSR-15.14.4 |
| 332 | Supply, installation, testing, and commissioning of UPS system with following features 1. High freq. PWM inverter using IGBT 2. Manual/Auto bypass switch3. SMF batteries to provide approx. 30 min backup time on IT load alongwith battery rack,3 Phase Input & 3 Phase Output 10KVA UPS |
| 333 | Design, Manufacturing, Supply, Commissioning & Testing of Main LT Panel. The panel will be totally enclosed type with, free standing, floor mounted, indoor duty, dust & vermin proof, , front operated, electrical panel fabricated from 2 mm thick M.S. Sheet as per specifications & drawing laid in this document and will be complete with the main and auxiliary bus bars, multimeter, indication lamps, CT's, protection MCB, interconnection wiring, earth bus and will be powder coated finish with 50 micron thickness.The Main LT Panel shall use all draw out type breakers suitable for 415 V AC, 3 phase, 50 Hz, 3 phase 4 wire supply system. The panel shall have AMF facility to achieve electrical interlocking, synchronizing, buscoupler switching, auto operation of incommer and bus coupler, auto start of D.G. Sets, auto D.G. running by pre set timing, auto changeover etc and having following incomming and outgoing Air Circuit Breakers, FSU's as per the drawing and specification. Each incoming breaker will have microprocessor based releases and all outgoing breaker will have minimum electrostatic releases over 250A & thermal magnetic release below 250A. The Panel will be made as per detailed specifications & drawings forming part of this document. Fault level of panel shall be 35 MVA.INCOMMER-500Amp. 16KA FP With S/C, U/V, E/F Protection MCCB-1 no;160Amp. 16KA FP With S/C, U/V, E/F Protection MCCB-2 no;160Amp. 16KA FP Auto Changeover For Emmergency Condition.BUSBARS-1 Nos. 500 Amp FP busbars of Copper alloy as per SLD.OUTGOING-32Amp. 10KA FP MCCB- 4 No; 63Amp. 10KA FP MCCB-4 No; 63Amp. 10KA FP MCCB-4 No;100Amp. 10KA FP MCCB-4 No; 160Amp. 10KA FP MCCB-4 No.INSTRUMENTS-2 sets of multifunction meter with parameter current,voltage,KWH,KVAH,Power factor on incoming from transformers with RS 485 port; 2 Sets of phase indicating lights (RYB) with protection fuses (one set for each incoming breaker); 2 Sets breaker 'ON' & 'OFF' indicating lamp (one set for each incoming breaker); 2 Sets auto trip indicating lamp . |
| 334 | Supplying of 450mm sweep 1500 RPM heavy Duty Exhaust Fan |
| 335 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C DSR-1.55.3 |
| 336 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 10 sq. mm + 1 X 6 sq. mm earth wire DSR-1.14.5 |
| 337 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. DSR-1.26 |
| 338 | Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required.1 or 2 Module DSR-1.28.1 |
| 339 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch DSR-1.24.1 |
| 340 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 2 way 5/6 A switch DSR-1.24.2 |
| 341 | LED Down lighter (SMD Type) (System lumen efficacy ≥ 105 < 120 lm/Watt ) Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) 12 -15 watt DSR-8.1.3 |
| 342 | LED Batten light (System lumen efficacy ≥105 <120 lm/Watt). Supplying, Installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140 270 Volt, frequency 50/60 hz, Operating temp range -5 °C to 40 °C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10%, P. F.≥0.95, IP20, CRI >80, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-inCharge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) 40 watt DSR-8.9.4 |
| 343 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A 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 DSR-2.5.1 |
| 344 | Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface/ recess, complete with testing and commissioning etc.as required.For 4 way, Double door TPN MCBDB DSR-2.24.1 |
| 345 | Supplying and fixing Cable End Box (Loose Wire Box) suitable for triple pole and neutral, sheet steel, Vertical MCB distribution board, 415 Volts, on surface/ recess, complete with testing and commissioning etc. as required. DSR-2.25 |
| 346 | S&F of 40 Amp. 4 pole MCB (10 KA) CAT A |
| 347 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. DSR-2.11 |
| 348 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. DSR-5.16 |
| 349 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required.DSR-5.4 |
| 350 | Earthing with G.I. earth pipe 4.5 Meter 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-5.2 |
| 351 | The Main LT Panel shall use all draw out type breakers suitable for 415 V AC, 3 phase, 50 Hz, 3 phase 4 wire supply system. The panel shall have AMF facility to achieve electrical interlocking, synchronizing, buscoupler switching, auto operation of incommer and bus coupler, auto start of D.G. Sets, auto D.G. running by pre set timing, auto changeover etc and having following incomming and outgoing Air Circuit Breakers, FSU's as per the drawing and specification.interlocking, buscoupler switching, auto operation of incommer and bus coupler, auto start of D.G. Sets, auto D.G. running by pre set timing, auto changeover etc and having following incomming and outgoing Air Circuit Breakers, FSU's as per the drawing and specification.Each incoming breaker will have microprocessor based releases and all outgoing breaker will have minimum electrostatic releases or mention as mention in BOQ. The Panel will be made as per detailed specifications & drawings forming part of this document. Fault level of panel shall be 35 MVA.INCOMING-1 Nos. 400 Amp FP MCCB ;1 Nos. 125 Amp ACB. BUSBARS-1 Nos. 500 Amp TPN busbars of Copper alloy as per SLD.AUTO OPERATION OF INCOMER / BUSCOUPLER ACB's.-Load Management through PLC; Contactor for Load Management System; Buscoupler switching. Interlocking.OUTGOING-4 Nos. 125 Amp TP MCCB; 4 Nos. 63 Amp TP MCCB ;3 Nos. 40Amp TP MCCB .INSTRUMENTS-3 sets of multifunction meter with parameter current,voltage,KWH,KVAH,Power factor on incoming from transformers; 3 Sets of phase indicating lights (RYB) with protection fuses (one set for each incoming breaker); 3 Sets breaker 'ON' & 'OFF' indicating lamp (one set for each incoming breaker); 3 Sets auto trip indicating lamp .Note: All outgoings should have ammeter and RYB indications with backup MCB as indicated in single line diagrams. |
| 352 | EXTERNAL LIGHT FEEDER PILLAR Supply installing testing & commissioning of out door type street light feeder pillar (Distribution Panel) compartmentalised design, dust tight & vermin proof made out of 14 gauge M.S. sheet, stove powder coated complete as required with following incomming & outgoing as per detail below.Incoming-63 Amp. 10 KA FP MCCB- 1 No.;Suitable contractor and timer for down & dusk; 100 Amp. TPN Alu. Bus bar. Outgoing- 25 Amp. 10KA DP MCB-6 No. |
| 353 | Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. |
| 354 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT- AAA |
| 355 | Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. CAT-AAA |
| 356 | Supply of 2 core, 3.5core and 4 core 1.1 KV LT power cable with solid/stranded compacted aluminium conductor, XLPE insulated colour coaded, Laid up, PVC inner shethed armoured with single layer of galvenized round wire or flat strip and over all ST-2 Grade PVC shethed conforming to IS 7098 (part-1) and ISI marked. 2 X 6 sq. mm |
| 357 | Supply of 2 core, 3.5core and 4 core 1.1 KV LT power cable with solid/stranded compacted aluminium conductor, XLPE insulated colour coaded, Laid up, PVC inner shethed armoured with single layer of galvenized round wire or flat strip and over all ST-2 Grade PVC shethed conforming to IS 7098 (part-1) and ISI marked. 4 X 10 sq. mm |
| 358 | Supply of 2 core, 3.5core and 4 core 1.1 KV LT power cable with solid/stranded compacted aluminium conductor, XLPE insulated colour coaded, Laid up, PVC inner shethed armoured with single layer of galvenized round wire or flat strip and over all ST-2 Grade PVC shethed conforming to IS 7098 (part-1) and ISI marked. 3½ X 50 sq. mm |
| 359 | Supply of 2 core, 3.5core and 4 core 1.1 KV LT power cable with solid/stranded compacted aluminium conductor, XLPE insulated colour coaded, Laid up, PVC inner shethed armoured with single layer of galvenized round wire or flat strip and over all ST-2 Grade PVC shethed conforming to IS 7098 (part-1) and ISI marked. 3½ X 120 sq. mm |
| 360 | Supply of 2 core, 3.5core and 4 core 1.1 KV LT power cable with solid/stranded compacted aluminium conductor, XLPE insulated colour coaded, Laid up, PVC inner shethed armoured with single layer of galvenized round wire or flat strip and over all ST-2 Grade PVC shethed conforming to IS 7098 (part-1) and ISI marked. 3½ X 150 sq. mm |
| 361 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering.Upto 35 sq. mm DSR-10.3.1 |
| 362 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering.Above 95 sq. mm and upto 185 sq. mm DSR-10.3.3 |
| 363 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Above 95 sq. mm and upto 185 sq. mm DSR-10.5.3 |
| 364 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required.Upto 35 sq. mm DSR-10.6.1 |
| 365 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. Above 95 sq. mm and upto 185 sq. mm DSR-10.6.3 |
| 366 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.Upto 35 sq. mm (clamped with 1mm thick saddle)DSR-10.8.1 |
| 367 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) DSR-10.8.3 |
| 368 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 2 X 6 sq. mm (19mm) DSR-11.1.1 |
| 369 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 120 sq. mm (45mm) DSR-11.1.25 |
| 370 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 400 sq. mm (82mm) DSR-11.1.31 |
| 371 | Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 1239/Class -II of IS: 3589 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :100 mm dia DSR -27.7.7 |
| 372 | Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required Single headed Gunmetal DSR-27.9.1 |
| 373 | Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :Gun Metal DSR-27.16.1 |
| 374 | Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required:Gun metal DSR-27.18.1 |
| 375 | SITC of Hose Cabinet Box of 18 SWG M.S.Sheet with glass to accommodate Hose Reel Drum with Ruber Pipe with Nozzle. 2 Nos. RRL Hose and 1 No. Branch Pipe with Nozzle |
| 376 | Providing, laying, testing & commissioning of 'B' class medium duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :100 mm DSR-27.8.7 |
| 377 | Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. (a) 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 (b) 20 mm nominal internal dia gun metal globe valve & nozzle. (c) Drum and brackets for fixing the equipmets on wall. (d)Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 40 m DSR-27.17.2 |
| 378 | Supply of Fire Man Axe complete as per direction of engineer in charge. |
| 379 | Providing and fixing weather proof standard Fire Duct Door complete in all respect for internal. |
| 380 | SITC of Air cushion Tank (2000x1000)mm complete as per direction of engineer in charge. |
| 381 | SITC of Air Release Valve complete as per direction of engineer in charge. |
| 382 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :100mm dia DSR-27.14.5 |
| 383 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :100 mm dia DSR-27.11.5 |
| 384 | Providing and fixing in position industrial type pressure gauges with gun metal / brass valves complete etc. as required.DSR-30.8 |
| 385 | Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required:2 way-100 mm dia M.S. Pipe DSR-27.19.1 |
| 386 | (a) Supplying, installation, testing and commissioning of electric driven terrace pump conforming to IS 12469: 2019 suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (b) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal as required. (c)Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class 'F' insulation, conforming to IS-12615: 2018. (d) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. (e) Suitable cement concrete foundation duly plastered and with anti vibration pads.450 lpm at 35 m Head DSR-27.4.2 |
| 387 | Supply and fixing of fire extinguisher, ABC Type 4.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 388 | Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 389 | Supply and fixing of self glow type exit signage complete as per direction of engineer in charge. |
| 390 | 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-18.48 |
| 391 | Supply, Installation, testing and commissioning of Dome Camera (I.P.) Full HD image with a 1/2.7\\" 2 megapixel sensor or full HD 4 MP 20 fps image with a 1/3\\" 4 megapixel sensor. Make-TINDY manufacturing of india |
| 392 | P/I/T/C of 40-Channel IP Network Video Recorder Supporting minimum 8MP/channel, HDMI/VGA output, complete with all accessories. Make-TINDY |
| 393 | Supply of Hard disk Surveillance 8 TB complete as per direction of engineer in charge.Make-Segate/WD |
| 394 | Providing and fixing of 12U wall-mount network rack Made of powder-coated steel with lockable glass door, cooling fan, complete with all accessories in all respect. Make-CI VIEW |
| 395 | S/F/I/T/C of P&E Network Switch With minimum 24 ports, Gigabit speed, VLAN support etc. complete in all respect. Make-DGS-1210-28p |
| 396 | S/I/T/C of 50 inch LED display Full HD / 4K resolution HDMI/USB connectivity, wall mount, suitable for continuous CCTV monitoring, complete with all fittings. Make-Samsung/LG |
| 397 | S/I/T/C of 24-port Patch Panel / Fiber Patch Panel Rack mountable, labeled ports, compatible with Cat/Fiber cabling including connectors, management tray and all accessories. Make-DLINK |
| 398 | Supply of Sfp Model compatable with supplied switch complete as per direction of engineer in charge. Make-DLINK |
| 399 | S/L of optical fiber cable, (meter) complete as per direction of engineer in charge. Make-4 par |
| 400 | Supply of CAT6 UTP cable 305 mtr. complete as per direction of engineer in charge. Make-DLINK |
| 401 | Supply of UPS with 30 Min. Backup Battery complete as per direction of engineer in charge. Make-Microtech/APS/Luminius |
| 402 | Supply of HDMI Cable complete as per direction of engineer in charge. |
| 403 | Supply & Installation of CAT 6A Cable complete as per direction of engineer in charge. |
| 404 | Supply Connector RJ-45 complete as per specification and as per direction of engineer in charge. Make-DLINK |
| 405 | Cable Laying complete as per specification and as per direction of engineer in charge. |
| 406 | Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conformington MNRE specifications as amended, consisting of Mono / Poly Crystalline silicon solar cells, netmetering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:-a)Solar Photovoltaic Module of capacity 330Wp or above, manufactured in India, conforming to IS14286/IEC61215, IS/IEC61730-Part-1, IS/IEC61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10years and 80% at the end of 25 years. b)Power Conditioning Unit (PCU) of 350-800VDC Input voltage range and 400VAC, three phase, 4wire, 50Hz+/-2.5Hz, out put voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring System complete with accessories.d) Fixing of Array junction box & Main junction box with IP65 protection and termination arrangement for in coming and outgoing cable alongwith glands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Inter connections by supplying & fixing required size XLPE insulated copper conductor 1.1kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/ conduit lugs and other accessories etc. as required and as per direction of engineer in charge. |
| 407 | Supplying fixing and commissioning of SILENT (Canopy design) water cooled DG Set with electronic governer with one Diesel Engine with rated capacity (mentioned below) at 0.8 P.F. 1500 RPM, 4 stroke multi-cylinder coupled to brush less type 415 volts 50 cycle/ second self exited alternator completed with cushy pads. Domestic silencer exhaust pipe complete with Alternator auxiliaries, Radiator, 24 volts chargeable battery including initial charging of batteries. suitable for synchronizing complete as per specification and as per direction of engineer in charge. 125KVA |
| 408 | Providing, erecting, testing & commissioning approved make oil immersed naturally ONAN cooled, double wound, core type outdoor copper wound 11 kV/ 433 Volts Step Down Transformer of following capacities operating on 3 phase, 50 Hz 4 wire & neutral earthed system continuously rated for a full temperature rise in oil following capacities operating on 3 phase, 50 Hz 4 wire & neutral earthed and Off Load Tap Changer continuously rated for a full temperature rise in oil not exceeding 40 deg. C at maximum ambient temp. Of 50 deg. C complete with necessary radiator first filling of new transformer oil & standard fitting as below complying with I.S. 1180 LEVEL 2 standards OFF load tap changing range steps -10% to 5% on H.V in steps of 2.50% .and L.V. for variation should be provided The H.V. shall be connected delta & secondary with star connection. The transformer should have cable-end boxes on H.T. side & on L.T. side suitable for bus duct or cables as per requirement complete with test certificates from manufacturers. Losses As per IS 1180 LEVEL-2.;Coservator with plain oil level gauge and oil drain plug 1nos; Top filter valve 1 Nos; Bottom filter-Cum-drain valave 1Nos; Rating and diagram plate 1nos; Earthing Terminals 2Nos; Thermometer pockets 1Nos; Lifting Lugs 2/4 Nos; Air release plug 2/4 Nos; Bi-directional rollers 4Nos; Jacking pads 1Nos; Presure relese valve 1Nos; Separate Bare LV neutral 433V; Detachable/Fixed type radiators 1Nos; Magnet Oil level gauge; Oil temperature indicator 1Nos; Winding temperature indicator 1Nos; Marshlig Box single window 1No; Double flot buchholz's relay with alarm and trip contact; COPPER WOUND 200KVA 11/.433V |
| 409 | Supply & fixing of 4x8 Feet Non-Magnetic Scholar art Metis Green board for Classroom & Teaching | Lightweight Honeycomb Core + Non-Scratching & Non-ghosting HPL Chalk Grade Writing Surface (IS-2046 Certified) complete etc. as per direction of engineer-in-charge. Make : Scholar art Metis Please Enable Macros to View BoQ information |
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