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| 1 | Construction of Aganwadi 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. as per DSR 2.6.1 |
| 2 | 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. As per DSR 2.3.1 |
| 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). As per DSR 4.1.8 |
| 4 | 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.: 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 Concrete of M25 grade with minimum cement content of 330 kg /cumAs per DSR 5.33.1 |
| 5 | 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.: 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 Concrete of M30 grade with minimum cement content of 350 kg /cu As per DSR 5.33.2 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more As per DSR 5.22.A 6 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for As per DSR 5.9Suspended floors, roofs, landings, balconies and access platform as per DSR 5.9.3 |
| 8 | Shelves (Cast in situ) As per DSR 5.9.4 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers As per DSR 5.9.5 |
| 10 | Weather shed, Chajjas, corbels etc., including edges As per DSR 5.9.19 |
| 11 | Edges of slabs and breaks in floors and wall As per DSR 5.16.1 |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth inCement mortar 1:6 (1 cement : 6 coarse sand). As per DSR 6.1.2 |
| 13 | Brick work with common burnt clay machine moulded F.P.S. (non modular)bricks of class designation 12.5 in exposed brick work including makinghorizontal and vertical grooves 10 mm wide 12 mm deep complete incement mortar 1:6 (1 cement : 6 coarse sand). From ground level upto plinth level As per DSR 6.29.1 |
| 14 | Brick work with common burnt clay machine moulded F.P.S. (non modular)bricks of class designation 12.5 in exposed brick work including makinghorizontal and vertical grooves 10 mm wide 12 mm deep complete incement mortar 1:6 (1 cement : 6 coarse sand). Above plinth level upto floor V level As per DSR 6.29.1 |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) As per DSR 6.4.2 |
| 16 | brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in superstructure above plinth level up to floorV level.Cement mortar 1:4 (1 cement :4 coarse sand) As per DSR 6.13.2 |
| 17 | Extra for providing and placing in position 2 Nos 6 mm dia. M.S. bars atevery third course of half brick masonry. As per DSR 6.15 |
| 18 | Providing & applying a coat of residual petroleum bitumen of gradeof VG-10 of approved quality using 1.7 kg per square metre on dampproof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. As per DSR 4.13 |
| 19 | Providing and laying damp-proof course 40 mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 12.5 mm nominal size derived fromnatural sources) As per DSR 4.10 |
| 20 | Providing and fixing angle iron frames for doors, windows and ventilatorsof mild steel Angle sections of size 35x35x5 mm, joints mitred and weldedby angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-ironframe or to the wall with dash fastener, including fixing of necessary butthinges and screws and applying a priming coat of approved steel primer,all complete as per the direction of Engineer-In-charge. As per DSR 10.31 |
| 21 | Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coat withapproved steel primer all complete.Fixed to steel windows by welding As per DSR 9.48.1 |
| 22 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board constructionwith frame of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on bothfaces of shutters:30 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws. As per DSR 9.21.2 |
| 23 | Extra for providing lipping with 2nd class teak wood battens 25 mmminimum depth on all edges of flush door shutters (over all area of doorshutter to be measured). As per DSR 9.23 |
| 24 | Providing & fixing fly proof wire gauze to windows, clerestory windows &doors with M.S. Flat 15x3 mm and nuts & bolts complete.Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4mm aperture on both sides As per DSR 10.29.1 |
| 25 | Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with :4.0 mm thick glass panes As per DSR 10.30.1 |
| 26 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nutsand screws etc. complete (Copper oxidised as per IS 1378) 300x16 mm As per DSR 9.62.1 |
| 27 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish,(Barrel type) with necessary screws etc. complete (Copper oxidised asper IS 1378)250x10 mm As per DSR 9.63.1 |
| 28 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish,(Barrel type) with necessary screws etc. complete (Copper oxidised asper IS 1378)200x10 mm As per DSR 9.63.2 |
| 29 | Providing and fixing ISI marked oxidised M.S. handles conforming toIS:4992 with necessary screws etc. complete (Copper oxidised as perIS 1378) 125 mm As per DSR 9.66.1 |
| 30 | 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 screwsetc. completeTwin rubber stopper As per DSR 9.101.2 |
| 31 | 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 suitableblocks 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 DSR 9.122.1 |
| 32 | Providing and laying water proofing treatment in sunken portion of WCs,bathroom etc., by applying cement slurry mixed with water proofingcement compound consisting of applying :(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with waterproofing cement compound @ 0.126 kg/sqm. This layer will be allowed toair cure for 4 hours followed with water curing for 48 hours. As per DSR 22.5 |
| 33 | 12 mm cement plaster of mix :1:6 (1 cement : 6 coarse sand) As per DSR 13.4.2 |
| 34 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand). As per DSR 13.5.2 |
| 35 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate As per DSR 11.3.1 |
| 36 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick As per DSR 11.6.1 |
| 37 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. As per DSR 11.37 |
| 38 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS: 15622 (thickness to be specified by the manufacturer) of approved makein all colours, shades except burgundy, bottle green, black of any size asapproved by Engineer-in-Charge in skirting, risers of steps and dadosover 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 inwhite cement mixed with pigment of matching shade complete. As per DSR 11.37A |
| 39 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.. As per DSR 4.17 |
| 40 | Providing and fixing glass strips in joints of terrazo/ cement concretefloors. 40 mm wide and 4 mm thick As per DSR 11.13.1 |
| 41 | Distempering with 1st quality acrylic distemper (ready mixed) having VOCcontent less than 50 gram/litre, of approved manufacturer and of requiredshade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including waterthinnable priming coat with cement primer having VOC contentless than 50 gram/litre As per DSR 13.41.1 |
| 42 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. As per DSR 13.80 |
| 43 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as requiredIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works As per DSR 10.25.2 |
| 44 | Finishing with Deluxe Multi surface paint system for interiors and exteriorsusing Primer as per manufacturers specificationsPainting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture D.S.R. 13.48.3 |
| 45 | Brick on edge flooring with bricks of class designation 7.5 on a bed of12 mm cement mortar, including filling the joints with same mortar, withcommon burnt clay non modular bricks: 1:6 (1 cement : 6 coarse sand)as per D.S.R. 11.1.1 |
| 46 | Providing and fixing magnetic catcher of approved quality in cupboard /ward robe shutters, including fixing with necessary screws etc. completeDouble strip (horizontal type) as per DSR 9.114.2 |
| 47 | Providing and fixing cup board shutters 25 mm thick, with Pre-laminatedflat pressed three layer particle board or graded wood particle boardIS: 12823 marked, exterior grade (Grade l Type ll), having one sidedecorative lamination and other side balancing lamination, including IIndclass teak wood lipping of 25 mm wide x12 mm thick with necessaryscrews and bright finished stainless steel piano hinges, complete as perdirection of the Engineer-in-Charge as per DSR 9.129 |
| 48 | Providing and fixing special quality bright finished brass cupboard orward robe locks with four levers of approved quality including necessaryscrews etc. complete. 65 mm. DSR-9.79.3 |
| 49 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, 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). as per DSR 10.13.1 |
| 50 | Providing and fixing chromium plated brass handles with necessaryscrews etc. complete: 125 mm as per DSR 9.92.1 |
| 51 | 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 DSR 10.30 |
| 52 | 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 sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required. as per DSR 12.50 |
| 53 | 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 as per DSR 10.16.1 |
| 54 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) as per DSR 12.51.1 |
| 55 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Gutter (600 mm over all girth)as per DSR 12.51.1 |
| 56 | SANTARY INSTALLATIONS & FITTINGSProviding 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 580x440mm with integral type foot rests AS PER dsr 17.1.1 |
| 57 | 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 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 as per DSR 17.2.1 |
| 58 | 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.as per DSR 17.16A |
| 59 | Providing and fixing toilet paper holder :Vitreous china .as per DSR 17.34.2 |
| 60 | Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms .as per DSR 18.54.1 |
| 61 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. as per DSR 17.7B |
| 62 | 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. as per DSR 17.31 |
| 63 | 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.. as per DSR 17.71 |
| 64 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. as per DSR 17.72 |
| 65 | 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 :One urinal basin with 5 litre white P.V.C. automatic flushing cistern as per DSR 17.4.1 |
| 66 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal boreas per DSR 18.52.1 |
| 67 | 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 without drain board 470x420 mm bowl depth 178 mm as per DSR 17.10.2.3 |
| 68 | Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 107 mm long, weighing not less than 110 gms as per DSR 18.56.1 |
| 69 | Providing and fixing PTMT stop cock of approved quality and colour.Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms as per DSR 18.55.3 |
| 70 | Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length15 mm nominal bore as per DSR 18.21.2.1 |
| 71 | Providing and fixing PTMT bib cock of approved quality and colour15 mm nominal bore, 165 mm long, weighing not less than 110 gms as per DSR 18.54.3 |
| 72 | Providing and fixing PTMT grating of approved quality and colour.Circular type100 mm nominal dia as per DSR 18.58.1.1 |
| 73 | INTERNAL SOIL WASTE & WATER DRAINAGE SYSTEMProviding and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings completeFlexible pipe 32 mm dia as per DSR 17.28.2.1 |
| 74 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings completeFlexible pipe 40 mm dia as per DSR 17.28.2.2 |
| 75 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floorsHubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 as per DSR 17.60.1.3 |
| 76 | 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.75 mm diameter as per DSR 12.41.1 |
| 77 | 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 DSR 12.41.2 |
| 78 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams as per DSR 12.44 |
| 79 | 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 expansionCoupler 75 mm as per DSR 12.42.1.1 |
| 80 | Coupler110 mm as per DSR 12.42.1.2 |
| 81 | Bend 87.5 drgree75 mm as per DSR 12.42.5.1 |
| 82 | Bend 87.5 drgree110 mm as per DSR 12.42.5.2 |
| 83 | Shop (Plain)75 mm as per DSR 12.42.6.1 |
| 84 | Shop (Plain)110 mm as per DSR 12.42.6.2 |
| 85 | 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 DSR 12.43.2 |
| 86 | INTERNAL WATER SUPPLY SYSTEMProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and 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.15 mm nominal dia Pipes as per DSR 18.8.1 |
| 87 | 20 mm nominal dia Pipes as per DSR 18.8.2 |
| 88 | 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 wall20 mm nominal dia Pipes as per DSR 18.7.2 |
| 89 | 25 mm nominal dia Pipes as per DSR 18.7.3 |
| 90 | 32 mm nominal dia Pipes as per DSR 18.7.4 |
| 91 | 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, renching, refilling & testing of joints complete as per direction of Engineer in Charge.External work20 mm nominal dia Pipes as per DSR 18.9.2 |
| 92 | 25 mm nominal dia Pipes as per DSR 18.9.3 |
| 93 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore as per DSR 18.17.1A |
| 94 | 25 mm nominal bore as per DSR 18.17.1 |
| 95 | 32 mm nominal bore as per DSR 18.17.2 |
| 96 | 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 as per DSR 18.48 |
| 97 | EXTERNAL SEWERAGE & RAIN WATER DRAINAGE SYSTEMExcavating 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, withina lead of 50 m :Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia as per DSR 2.10.1.2 |
| 98 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete150 mm dia. R.C.C. pipeas per DSR 19.6.2 |
| 99 | 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 design150 mm dia. R.C.C. pipeas per DSR 19.3.2 |
| 100 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:150 x 100 mm size P typeWith sewer bricks conforming to IS : 4885 as per DSR 19.4.2.2 |
| 101 | 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-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick 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 90x80 cm and 45 cm deep including C.I. cover with 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 7.5 as per DSR 19.7.1.1 |
| 102 | Extra for depth for manholes :Size 90x80 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as per DSR 19.8.1.1 |
| 103 | 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 as per DSR 19.15.1 |
| 104 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as per DSR 19.27.1 |
| 105 | INTERNAL ELECTRIFICATION WORKWiring for lignt painL/ fan poinI/ exhaust fan painr/ call bell point with 1.5 sq.mm FRU PVC insulated copper conductor sfngle core Eable in surface / rec.°ssed medium class PVC conduit, with modular s'/ it.h, moduIar plate, suitable GI box and earthing the point wtth 1.5 sq.mm ^RLS PVC nsula ted copper conductor »ingle core cable etc. as required. as per DSR 1.10.3 |
| 106 | Wiring for circuit/ submain wiring along with earth wire wTLh the following sizes of FRLS PVC insula ted copoer conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2x2.5 sq.mm +91x2.5 sq.mm earth wire as per DSR 1.14.2 |
| 107 | 2x4 sq.mm + 1x4 sq.mm earth wire as per DSR 1.14.3 |
| 108 | 2x10 sq.mm + 1x6 sq.mm earth wire as per DSR 1.14.5 |
| 109 | Supplying and fixing following modular >'witch/ sacked on the existing modular plate S. switch box including connections but excluding modular olate etc. as required.5/6 A switch as per DSR 1.24.1 |
| 110 | 15/16 A switch as per DSR 1.24.3 |
| 111 | 3 pin 5/6 A socket outlet as per DSR 1.24.4 |
| 112 | 6 pin 15/16 A socket outlet as per DSR 1.24.5 |
| 113 | Supplying and fixing two module stepoed Lype electronic fan re•ulatar on One existing modular plat-= switch box including connections but excIudin° modular olate etc. as required. As per DSR 1.25 |
| 114 | Supplying and fixing modular blaokin° place on the :‹isting modular flat.= & switch box excluding modular plate as -equired. As per DSR 1.26 |
| 115 | Supplying ano fix1ng following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as reouired.1 or 2 module (75mm x 75mm) as per DSE 1.27.1 |
| 116 | 3 module (100mm x 75mm) as per DSE 1.27.2 |
| 117 | 4 module (125mm x 75mm) as per DSE 1.27.3 |
| 118 | 6 module (200mm x 75mm) as per DSE 1.27.4 |
| 119 | 8 module (125mm x 125mm) as per DSE 1.27.5 |
| 120 | Instaltatian,Testing, Commissioning of wall oracket /ceihng fittings o( ąll sizes and shapes can taining uo to Ma GLS/CFL/LCD lamps per fitting, compleLe with ałl accessories ncluding connect one etc. as required as per DSR 1.35 |
| 121 | Jnstailation, testing and commissioning of ceiling Ian, including wiring the down rods of standard length (up to 30 cm) wJLh 1.5 sq. mm FRL5 PVC insulated, copper conductor, single Eore caote, including providing and tfxing phenolfc laminated 3heet cover on the Ian box etc. as requircd. as per DSR 1.45 |
| 122 | Installatton of exhaust Ian in the existing opening, including making gond the deamage, connection, testin.g„ commissionin• etc. 3s required. Up to 450mm sweep as per DSR 1.50.1 |
| 123 | Extra for fixinm• tne iouvers/ shutter> komplet* wie *rame kar aexhausL Ian o^ ali siz s. as per DSR 1.51 |
| 124 | Sub Head MCCB, MCB & DBSSupolying and fixing follo'win• wa'/, sing]u psłe and eutral, she I ateet, l'vICB distzibution board, Z40 +/, on surfac.=/ r-°c-=ss, comslete with t1nned copper bus bar, neutral ous !»ar, eartń kar, Min baz, interconnectians, qowder paint=.d tncluding earthrng °tc. as r•-qu\r=d. (3ut 'nithaut »IC8/RC 9/Isolator,8 Way Double door as per DSR 2.3.2 |
| 125 | Supply and fixing 5 A 32A rating 240/415 V 10 kaSingle Pole as per DSR 2.10.1 |
| 126 | Supplying and fixing following rating double pole the existing MCB DB Complete with connections, testing and commissioing etc as required 40 A as per DSR 2.12.2 |
| 127 | Suppl /ing and fixing following rating, double hole, (single ohase and neu#a), ?40 V, rasidual currentcircut b ea\9c (BCCB), haing a sens tivit/ curren t 30 mA In the existin° MCP DB comp et- with connections, testinm• and commtssioning *te. as reouirzd.40 A as per DSR2.14.2 |
| 128 | Providing and fixing fv1.V. danger noticz plate of 200 mm X 150 mm, made of milo steel, at least 2 mm thici‹, and vier°.aus enam aled whit.° on both >ides, and with inscriotian in single red colour on front side as required. as per DSR 2.21 |
| 129 | Sub Head EarthingEarthing with G.I. earth p!ate 600 mm X 600 mm X 6 mm thiclt including 3c¢cssories, and orovidin° masonr\ enclosure with cDver plate having locMng arrangement and waterfng plpe Of ?.7 metre long etc. nl th charEoal/ cok* and salt as r.°auired as per DSR 5.4 |
| 130 | Supplying and laying 6 SWG G.I. wire at 0.ID metre below °round level for conduc tar earth .°tect\\"ode, including connection/termination 'with GI thimble etc. as required. as per DSR 5.7 |
| 131 | Providing and fixing 25 mm X 5 mm G.I strio on surface or in recess ror con sections etc. as reou‹red. as per DSR 5.15 |
| 132 | Providing and fixing 6 S+/VG dia G.I. wir=. on surface or in recess forloop earthing as required. as per DSR 5.16 |
| 133 | Laying of one number PVC insulated and PVC shea thed / XLPE oowe cable or 1.1 KV grade of follo»in• size dir.cL in ground Including excavation, sand cushioning, protective covering andrefilling the trench etc as required.up to 35 sqmm as per DSR 7.1.1 |
| 134 | Layi›ag of on e number P^/CinaulateJ and P^/C shea thed / XLPE oo'wer cable of 1.1 IV =rzd-= of *allowing size= in :h.= eJ‹ishng RCC/up to 35 sqmm as per DSR 7.5.1 |
| 135 | suppI /in¿ and makin g end termi na'ion with or3ss compr- ssion gland and aluminium Iu°s for Is IIo',v ing >Jz* or PVC insu aLed znd PV Jhuz tied ,’ 'I LPE aluminium -onJuctor la Ale af t. 1 K''/ trade as2 x 10 sq mm(13mm) as per DSR 9.1.2 |
| 136 | 4 x 35 sq mm(13.2mm) as per DSR 9.1.35 |
| 137 | Providing and fixing circular /heyagonai cast iron or ms sheet box for celling fan clamp of internal dia 140mm, 73mm etc as per civil DSR 2023 10.13 |
| 138 | Trenching in ordinari soil up to a depth of 60 cm including removal and stacking of serviceaòle materials and then dispasing of surplus soiJ, by spreadfng and neatly leveting within a Mead of 50 m and making up the trenched area ro proper levets by filling with earth or earth mixed with sludge or/and manure befor= and after flooding trench with water (excluding cost of imported earth, sudge or manure}. as per DSR 2.1 |
| 139 | Supplying and stacking of good earth at site including royalty and carriage up ID 1 km {earth measured In stacks will be reduced by 20% for pa'/ment).. as per DSR 2.2 |
| 140 | Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced b/ 8% fmp paymens) : Screened through sieve of I.S. designation 16 mm as per DSR 2.4.2 |
| 141 | Uprooting »veeds from the trenched area a fter 10 to 15 days of its f1ooaing »/ith .vater including disposal of uprooted vegetation. as per DSR 2.5 |
| 142 | Fine dressing of the ground as per DSR 2.7 |
| 143 | Spreding of sludge dump menure and /or good earth in r equired thickness as per direction of officer in charge as per DSR 2.8 |
| 144 | Mixing earth and sludge or manure in the r.°quir°d proportion specified or directed ay the Officer in charge.. as per DSR2.9 |
| 145 | Grassing with selection Bla. 1/ Ooob grasz ineind ing watering and maintenance of the Jawn for 30 days or more till the grass Forms a thick dawn, free from w=eds and fit for mowin,• including supplying good earth, if needed (the grass and ,°ood earth sh all oe pai d for seD6ra tel /). as per DSR 2.10.2 |
| 146 | Providing & laying Set ection no. 1 grass turf wlth earth 50mm to 60mm thickness of existing grout d prepar°d with proper level and ramming with required tools wooden and than rolling the surface with light roller make rhe surface smoothen and ligh t wazer\ng the same maintenance for 30 days or more till one =ra5s establish properly,as per direction of officer in chart= as per DSR 2.34 |
| 147 | Boundary LVall with 1500 mm high mall and 600 mm high MS ,•r!II including 2100 mm high steel gates at every 100 meters - Precast RCC wall in Lfl40 grade concrete comprising I - shaped 250 x 230 mm RCC posts fixed in ground and 70 mm thick PCC wall pane! inserts. (PAR - 5.8.2) Length of »valf - 54.864 M (After Wall deduction47.464 M) |
| 148 | Septic Tank with Soak Pit etc comolete as per direction E/I |
| 149 | Handpump/ Submersible pump etc comolete as per direction E/I Please Enable Macros to View BoQ information |
