Tender For Under District Deoria, Construction Of Residential Building At Campus Of Block Salempur - Clearing jungle including up rooting of trunk vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per SI.No. 2.31 3 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 4 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.All kinds of soil. From 0.00 mt to 1.50 mt. As per SI No. 2.6.1 5 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.All kinds of soil. From 1.50mt to 3.0 mt. As per SI No. 2.6.1+2.26.1 6 Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. as per SI.No. 2.25 (a) 7 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SI no 2.27 8 Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and around the column pits, wall trenche basement excavation top surface if plinth filling junction of wall and floor along the external per meter of binding expension joints surrounding of pipes and conduit etc. Complete (Plinth area of building at ground floor only shall be measured as per I.S. 6313 part II 1981). Aldrine emulsificable concentrate of any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows:I. Treatment for masonry and foundation 5 liters/sqm., II. Back fill in immediate contact with foundation 7.5 liters/sqm., III. Treatment of top surface of plinth filling 5 liters/sqm., IV. Treatment juction of soil along external per meter building 7.50 liters/sqm., V. Treatment of soil under apron along external perimeter 5 liters/sqm. as per PWD Deoria SOR, Page no. 17, New Item SI.No. 1 9 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 10 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete, excluding cost of form- work, in foundation and floors. DSR-4.1.3 11 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 12 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 13 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 IS: 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.:All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR-5.33.1.1 14 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 IS: 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.: All works above Plinth Lvl. Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR-5.33.2.1 15 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22.6 16 Add for using extra cement in the items of design mix over and above the specified cement content therein. As per SI. No.- 5.35 17 Centering and shuttering including stutting, propping etc. and removal of form. Beam /Band as per SI- 5.9.5 18 Centering and shuttering including stutting, propping etc. and removal of form. Column as per SI- 5.9.6 19 Centering and shuttering including stutting, propping etc. and removal of form. Foundation as per SI- 5.9.1 20 Centering and shuttering including stutting, propping etc. and removal of form. Slab as per SI- 5.9.3 21 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. as per SI-4.13 22 Brick work with common burnt clay bricks of Class-150in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per SI no 6.13.2 ( Half Brick Wall) 23 Brick work with common burnt clay bricks of Class-150in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 24 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 40x40x5 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. As per SI-10.31 25 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. As per SI no. 9.48.1 26 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). as per SI no. 10.11.1 27 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part 1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary. Extra for cutting rebate in flush door shutters as per SI No- 9.20.1 28 Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory, all complete with 4.0 mm thick glass panes. As per IS 10.30.1 29 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) as per IS 13.4.2 30 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) as per IS 13.5.2 31 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per IS 13.5.1 32 12 mm cement plaster in single coat on rough side of single or half brick wall finished with a floating coat of neat cement. (1) 1 cement : 3 Coarse sand. As per SI No.-13.9.1 33 Making Grooves cutting 10 to 12mm wide and 8 mm deep a in plaster as per SI No- 5.30 34 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As SI No. 11.3.1 35 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 as per SI no 11.41.2 36 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 37 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (25 mm thick). As per SI No-11.26 38 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 omplete. As SI No-11.27 39 Providing and laying Ceramic glazed floor tiles of size 300 x 300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg / sqm including pointing the joints with white cement and matching pigment etc., complete. As per SI no. 11.37 40 Providing and fixing Ist quality ceramic glazed wall tiles conforming to 1S: 16622 (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. As per SI no. 8.31 41 Providingandfixing18mmthickGranite(gangsaw cut) mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, windowsills,faciasandsimilarlocations,ofrequired size,approvedshade,colourandtexturelaidover20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand),jointstreatedwith whitecement,mixedwith matching pigment, epoxy touch ups, including rubbing,curing,mouldingandpolishingtoedgesto givehighglossfinishetc.completeatalllevels. Granite stone slab of colour black, Cherry/Ruby red. (Slab area above 0.50 Sq.M.) As per SI no- 8.2.2.2 42 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 43 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per Sl no. -13.62.1 44 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 as per Sl no. -13.41.1 45 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.47.1 46 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc.,by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.This layer will be allowed to air cure for 4 hours. (b) Second layer of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonary with polymer mixed slurry as per SI no. -22.5 47 Supply & fillign of Cinder in sunken portion of building including breaking into required sizes including supply of all material , labour, T&P required for proper completion of work. As per PWD Jhansi- Chap-11, New Item-3 48 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. As per SI-10.3 49 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. as per SI no. -22.7.1 50 Providing & fixing oxidized M.S. sliding door bolts ISI marked with nuts and screws etc complete (300mm x 16mm). As per SI-9.62.1 51 Providing & fixing oxidized M.S. tower bolts ISI marked with nuts and screws etc complete (250mm x 10mm). As per SI-9.63.1 52 Providing & fixing oxidized M.S. Door Handle ISI marked with nuts and screws etc complete (125mm). As per SI-9.66.1 53 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. As per SI- 12.41.2 54 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 thermalexpansion. 110 mm bend. As per SI-12.42.5.2 55 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. As per SI-12.43.2 56 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. As per SI-12.22 57 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). As per SI- 10.28 58 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. As per SI- 9.27.1.2.1 59 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. As per SI- 9.121 60 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. As per SI- 9.122.1 61 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 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 62 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia. DSR-23.3.1 63 Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMS) pipes with ribs, conformingto IS: 12818, including hire & labour charges, fittings & accessories etc.all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia. DSR-23.4.1 64 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 65 Development of tube well in accordance with IS : 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 etc., all as per requirement and direction of Engineer-in-charge. DSR-23.12 66 Providing and fixing suitable size threaded mild steel cap or spot weldedplate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 100 mm nominal size dia. DSR-23.13.1 67 Providing and fixing M.S. clamp of required dia to the top of casing/housingpipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts required size complete. 100 mm nominal size dia. DSR-23.14.1 68 Providing and fixing Bail plug/ Bottom plug of required dia to the bottomof pipe assembly of tubewell as per IS:2800 (part I). 100 mm nominal size dia. DSR-23.15.1 69 Plumbing & Sanitary Works- 70 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. DSR-17.1.1 71 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures 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 72 Providing and fixing wash basin with C.I. brackets, 15 mm dia C.P. brass Single Hole Basin Mixture approved quality and make ,including painting of fittings and brackets, cutting and making good the walls wherever require:-a)White Vitreous China wash basin size 550x 400 mm with 15 mm dia C.P. brass Single Hole Basin Mixture. DSR-17.7A 73 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 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 of size 510x1040x200mm. DSR-17.10.1.3 74 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe . 40mm dia. DSR-17.28.1.2 75 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 76 Providing and fixing CP Brass 32 mm sizeBottal Trap of approved quality & make and as per thedirection of Enginer-in-charge. DSR-17.22A 77 Providing and fixing CP Brass Single lever telephonic wall mixture of quality & make and as per thedirection of Enginer-in-charge. a) 15mm dia nominal dia. DSR-17.22B 78 Providing and fixing Toilet paper holder. a) C.P. brass. DSR-17.34.1 79 Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. DSR-17.73.2 80 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. DSR-17.71 81 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -charge. DSR-17.16A 82 Providing & fixing soil, waste and vent pipes. 100mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. DSR-17.35.1.2 83 Providing & fixing soil, waste and vent pipes. 75mm dia Centrifugally cast (spun) iron socketed pipe as per IS: 3989. DSR-17.35.2.2 84 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 100mm. DSR-17.58.1 85 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 75mm. DSR-17.58.2 86 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. DSR-17.37.1 87 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. DSR-17.37.2 88 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size)around P.V.C Soil and waste pipe including bed concrete as per standard design (embedded in the flooring / ground) For 75 to 110 mm dia. DSR-19.2.1 89 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 100mm inlet & 75mm outlet. Sand cast iron S&S as per IS - 3989. DSR-17.60.2.1 90 Providing & fixing coller. 100mm dia. Sand cast iron S&S as per IS - 3989. DSR-17.57.1.2 91 Providing & fixing coller.75mm dia. Sand cast iron S&S as per IS- 3989. DSR-17.57.2.2 92 Providing and fixing plaincast iron S & S sanitary bend. 100mm dia. Sand cast iron S&S as per IS : 3989. DSR-17.39.1.2 93 Providing and fixing plaincast iron S & S sanitary bend. 75mm dia. Sand cast iron S&S as per IS : 3989. DSR-17.39.2.2 94 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.100mm dia. Sand cast iron S&S as per IS : 3989. DSR-17.38.1.2 95 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 75mm dia. Sand cast iron S&S as per IS : 3989. DSR-17.38.2.2 96 Providing and fixing centrifugaly cast iron single equal plain junction of required degree.100x100x100mm Sand cast iron S&S as per IS - 3989. DSR-17.44.1.2 97 Providing and fixing centrifugaly cast iron single equal plain junction of required degree.75x75x75mm Sand cast iron S&S as per IS - 3989. DSR-17.44.2.2 98 Providing and fixingcast iron terminal guard. 100 mmSand cast iron S&S as per IS - 3989. DSR-17.56.1.2 99 Providing and fixingcast iron terminal guard. 75 mmSand cast iron S&S as per IS - 3989. DSR-17.56.2.2 100 P&F G.I. pipes complete with G.I. fittings & clamps i/c cutting & making good the walls etc.(internal work) Exposed on wall 32mm dia nominal boreDSR-18.10.4 101 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.32mm dia pipe.DSR-18.40.4 102 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (internal work) Exposed on wall 20mm dia nominal dia pipes. DSR-18.7.2 103 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.15mm dia nominal dia pipes. DSR-18.8.1 104 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.20mm dia nominal dia pipes. DSR-18.8.2 105 Providing & fixing CP brass bib cock of approved quality conforming to IS 893115mm nominal bore. DSR-18.49.1 106 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore. DSR-18.51.1 107 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931. 15mm nominal bore. DSR-18.53.1 108 Providing and fixing gun metal gate valve with wheel of approved quality. 20mm dia nominal bore. DSR-18.17.1A 109 Providing and fixing gun metal gate valve with wheel of approved quality. 32mm dia nominal bore. DSR-18.17.2 110 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. 20 mm nominal bore. DSR-18.18.2 111 Providing & fixing C.P. Brass extension nipple(size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.. DSR-18.53A 112 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-18.48 113 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes 80mm to 300mm diameter. DSR-2.10.1.2 114 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-19.3.2 115 Providing and laying NonpressureNP2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes. DSR-19.6.2 116 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 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c 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 7.5 (DSR-18.33.1) 117 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 For Sewer Line. DSR-19.7.1.1 118 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) DSR-19.15.1 119 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 450 mm internal diameter. DSR-19.19.1.3 120 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 Class-150. DSR-19.32.1 121 Electrical Works- 122 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C. DSR E&M-1.10.3 123 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. DSR E&M- 1.11 124 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. DSR E&M-1.14.2 125 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire. DSR E&M-1.14.3 126 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 6 sq. mm + 2 X 6 sq. mm earth wire. DSR E&M-1.14.9 127 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 E&M-1.31 128 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. DSR E&M-1.32 129 Supply & fixing of tubelight with metal heavy duty box type batten light fitting 1x22 Watt suitable for upto 1x22 Watt LED polycorbonate complete including tube suitable for both surface & suspended complete in all respects.CAT-AAA2620 system lumens> 120Lm/W, PF>0.95, 10% at full load CRI>80, sheet thickness min 0.8 mm, tube with aluminium heat sink> 300, V over volatge protection 2.5 KV internal Surge Protection with (5 year warrenty) (1175 * 0.8475) (PWD S.O.R. 2024) -23.07 130 Supply & fixing of Call Bell Of Approved Make on matching polishedMDFEG boardbrassincludingconnectionetc. as required. PWD-1101 131 Supply & fixing ofbuzzer on polished MDFEG/Teak ply board including making connections etc. complete in all respect. PWD-1103 132 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. DSR E&M-19.1 133 Supplying and fixing 3pin, 5A ceiling rose on the existing junction box/ wooden block including connections etc. as required. DSR E&M-1.33 134 Supplying and fixing brass batten/ angle holder including connection etc. as required. DSR E&M-1.34 135 Installation, Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. DSR E&M-1.35 136 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep. DSR E&M-1.50.1 137 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. DSR E&M-1.51 138 Supplying & fixing suitable size GI box wih 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 E&M-1.57 139 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. 4 way (4 + 12), Double door. DSR E&M-2.4.1 140 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. 6 way (4 + 18), Double door. DSR E&M-2.4.2 141 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 E&M-2.10.1 142 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 and neutral. DSR E&M-2.10.2 143 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 E&M-2.10.3 144 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. DSR E&M-2.10.4 145 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc as required. DSR E&M-2.11 146 Supplying and fixing of240/415 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.. MCB 63 Amp. TP MCB(10 KA) C Curv -CAT A. PWD-1017 147 Supplying and fixing of240/415 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.. MCB 40 Amp. TP MCB(10 KA) C Curv -CAT A. PWD-1016 148 Supplying and fixing of240/415 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.. MCB 32 Amp. TP MCB(10 KA) C Curv -CAT A. PWD-1013 149 Supplying and fixing of240/415 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.. MCB 63 Amp. 4 P MCB(10 KA)-CAT A. PWD-1020(A) 150 Supplying and fixing of240/415 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.. MCB 40 Amp. 4 P MCB(10 KA) C Curv -CAT A. PWD-1020 151 Supplying and fixing of240/415 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.. MCB 32 Amp. 4 P MCB(10 KA) C Curv -CAT A. PWD-1019 152 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground levelover a cushionof 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge,complete in allrespect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 35 sq. mm 3-1/2 core(724 x 0.8475) (PWD S.O.R. 2024)-20a.1.11 153 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 E&M-7.1.1 154 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 E&M-9.1.21 155 SITC of Single Phase multi functional electronic energy meter 10 to 60 amp. Capacity fitted in integral box on wall complete in all respect. PWD-1209 156 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. DSR E&M-5.6 157 Providing and fixing 4.0 mm dia copper wire on surface or in recess for loop earthing as required. DSR E&M-5.17 158 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. DSR E&M-2.22 159 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. DSR E&M-1.19 160 Supplying and fixing following modular switch/ socketon theexisting modularplate & switch box including connections but excluding modular plate etc. as required. Telephone socket outlet. DSR E&M-1.24.6 161 Supplying and fixing following modular switch/ socketon theexisting modularplate & switch box including connections but excluding modular plate etc. as required. TV antenna socket outlet. DSR E&M-1.24.7 162 Supplyingandfixingfollowingsize/modules,GIboxalongwithmodularbaseand cover plate for modular switches in recess etc. as required. 1 or 2 Module (75mm x 75mm). DSR E&M-1.24.1 163 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. DSR-22 (E&M)-1.26
