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| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 moutside the periphery of the area cleared. (DSR-2.31) |
| 2 | 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. 2.6.1 All kinds of soil (DSR-2.6) |
| 3 | Earth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m to 3.0m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m .(Including royalty).PWD-251 |
| 4 | Earth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 3.0 m to 4.5m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m .(Including royalty).PWD-251 |
| 5 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with % tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : 2.2.1 All kinds of soil(Cartage upto 5 Km) (DSR-2.2) |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-2.27) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR-4.1.8) |
| 8 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 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 & foundation 5 liters per sqm. (SOR-23), |
| 9 | Providing and injecting chemical emulsion for preconstructional antitermite 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 external perimeter of binding expansion joints, surroundings of pipes and conduits 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 chlordance will be used. The rate of application of chemical emulsion shallbe as follows : CHAP-8 NEW 2(2) Back fill in immediate contract with foundation 7.5 liters/sqm |
| 10 | Providing and injecting chemical emulsion for preconstructional antitermite 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 external perimeter of binding expansion joints, surroundings of pipes and conduits 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 chlordance will be used. The rate of application of chemical emulsion shallbe as follows : CHAP-8 NEW 2 (3) Treatment of top surface of plinth. filling 5 litres per sqm |
| 11 | Providing and injecting chemical emulsion for preconstructional antitermite 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 external perimeter of binding expansion joints, surroundings of pipes and conduits 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 chlordance will be used. The rate of application of chemical emulsion shallbe as follows : CHAP-8 NEW 2(4)Treatment of soil along externalperimeter of building 7.5 liters/sqm. |
| 12 | Providing and injecting chemical emulsion for preconstructional antitermite 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 external perimeter of binding expansion joints, surroundings of pipes and conduits 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 chlordance will be used. The rate of application of chemical emulsion shallbe as follows : CHAP-8 NEW 2(5) Treatment of soil under apron along external perimter 5 liters/ sqm. |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR - 5.3) |
| 14 | 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) (i) Up to Plinth Level (DSR-5.2.2) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintel - Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR-5.9.5) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : SLAB - Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick (DSR-5.9.20) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Footing Foundations, footings, bases of columns, etc. for mass concrete (DSR-5.9.1) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Column - Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. (DSR-5.9.21) |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand). Under plinth (DSR-6.1.2) |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand)-at Ground Floor (DSR-6.4.2) |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 (1 cement : 4 coarse sand) Ground Floor at Ground Floor (DSR-6.4.1) |
| 22 | 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) |
| 23 | Providing and laying (BRICK KOBA) 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 Engineerin- 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 Engineerin- 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 mmsquare 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 |
| 24 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |!) 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) |
| 25 | 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) |
| 26 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike- plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: 10.14.1 Profile B 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb (DSR-10.14.1.1 ) |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level..Hot rolled deformed bars in Ground Floor (DSR-5.22.4) |
| 28 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) PWD-13.5.2 under plinth (DSR-13.5.2) |
| 29 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)-Ground Floor (DSR-13.4.2) |
| 30 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. (DSR-13.76) |
| 31 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR-5.3) |
| 32 | 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) |
| 33 | 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) |
| 34 | 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) |
| 35 | 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) |
| 36 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (DSR-11.37) |
| 37 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works., With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture (DSR-13.50.3+13.50.4+13.62.1) |
| 38 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR-13.46.1) |
| 39 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 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) |
| 40 | 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-13.8) |
| 41 | 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) |
| 42 | roviding and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick (DSR-11.13.1) |
| 43 | Providing and fixing stainless steel sliding door bolts, ISI marked to required colour or shade, with nuts and screws etc. complete: 300x16 mm (DSR-) |
| 44 | Providing and fixing stainless steel tower bolts, ISI marked, to required colour or shade, with necessary screws etc. complete. 300x10 mm for door (DSR-9.97.1) |
| 45 | Providing and fixing stainless steel tower bolts, ISI marked, to required colour or shade, with necessary screws etc. complete. 200x10 mm for window (DSR-9.97.3) |
| 46 | Providing and fixing stainless steel handles, ISI marked, to required colour or shade, with necessary screws etc. complete : 125 mm (DSR-9.100.1) |
| 47 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (DSR-14.34) |
| 48 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) .PWD-13.16.1 (DSR-13.16.1) |
| 49 | Providing & laying of light cinder filling under floor of toilets & other sunken roofs. (TS) |
| 50 | 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 slurry 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 masonry with polymer mixed slurry. (DSR-22.5) |
| 51 | 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-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) |
| 52 | 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 andoutside 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 strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover. (DSR-10.6.1) |
| 53 | Providing and fixing ball bearing for rolling shutters. |
| 54 | Providing, laying and packing 40mm gaug brick ballast as filter materials behind abutment and wing walls. including supply of all materials, labour T&P etc. |
| 55 | Stuck cement pointing with 1:2 cement and fine sand of 1.25 fineness Modules over brick work complete with all labour, materials ,T&P etc. as per direction of E/I. as |
| 56 | P/F of 110mm. dia P.V.C. pipe in weep holes 1.00mtr. Apart horizontly and vertically as directed by Engineer-In-Charge. |
| 57 | Supply and Laying one layer tarfelt or any other equipment approved material of junction of wall & roof as per direction of Engineer-In-Charge including necessary overlap, giving a coat of approved mastic paint blow the tarfelt and including supply of al |
| 58 | Dewatering of ground water below spring level including cost of boaring hire and fuel charges of Disel pump etc complete |
| 59 | Providing and fixing fly proof stainless steel grade 304 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. 0.50 mm all complete. With 12 mm mild steel U beading (DSR-9.135.2) |
| 60 | 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 shutterswith ISI marked M.S. pressed butt hinges bright finished of required sizeSecond class teak wood (DSR-9.27.1.1.1) |
| 61 | Providing & fixing white vitereous china water closet squatting pan ISI marked (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10/12.5 litrs PVC low level flushing cistern with fittings & brackets 40mm dia C.P. flush. pipe with fitting & clamps, 20mm over flow pipe with specials and mosquito proof coupling of approved municipal design, painting wherever required including cutting & making good the walls & floors where required. Orissa Pattern W.C. pan of size 580x 440m with integral type foot rests flush pipe and over flow arrangement. (DSR-17.1.1) |
| 62 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32 mm C.P. brass waste of standard pattern including. cutting & making good the walls wherever required. White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps (DSR-17.7.3) |
| 63 | 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: 17.10.1.3Kitchen sink with drain board 510x1040 mm bowl depth 200 mm. (DSR-17.10.1.3) |
| 64 | Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete.Semi rigid pipe a) 32mm dia - (DSR-17.28.1.1 ) |
| 65 | Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete.Semi rigid pipe b) 40mm dia - (DSR-17.28.1.2) |
| 66 | 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) |
| 67 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:i) 100 mm diameter - (DSR-18.22.1 ) |
| 68 | Providing and fixing Stainless Steel grating of approved quality and colour.125 mm dia (SOR-30, 2023) |
| 69 | Providing and fixing CP Brass Single lever lelephonic wall mixture of quality & make and as per thedirection of Enginer-in-charge.(DSR-17.2.2B) |
| 70 | 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) |
| 71 | 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) |
| 72 | 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) |
| 73 | 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) |
| 74 | 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.75 mm O.D. (TS) |
| 75 | 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.110 mm O.D. (TS) |
| 76 | Supply and fixing of UPVC S.W.R. pipe nahni 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. (TS) |
| 77 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735.Size 75 mm (TS) |
| 78 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735.Size 110 mm (TS) |
| 79 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.Size 110 mm (TS) |
| 80 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735.Size 75x75x75 mm (TS) |
| 81 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735.Size 110x110x110 mm (TS) |
| 82 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735.Size 75 mm (TS) |
| 83 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735.Size 110 mm (TS) |
| 84 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm 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.110mm (DSR-12.43.2) |
| 85 | 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) |
| 86 | Providing and fixing G.I. pipes complete with G.I. fittings clamps, i/c cutting and making good the walls etc.32 mm dia nominal bore (DSR-18.10.4) |
| 87 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work:32mm dia nominal bore. (DSR-18.38.4) |
| 88 | 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 wall20 mm nominal outer dia Pipes (DSR-18.7.2) |
| 89 | 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 wall etc. 16 mm nominal outer dia pipes.Concealed work including cutting chases and making good the walls etc.16 mm nominal outer dia pipes (DSR-18.8.1) |
| 90 | 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 wall etc. 16 mm nominal outer dia pipes.Concealed work including cutting chases and making good the walls etc.20mm dia nominal outer dia pipes (DSR-18.8.2) |
| 91 | Providing and fixing uplasticised PVC connection pipe with brass unions:45 cm length15mm nominal bore (DSR-18.21.2.1) |
| 92 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. 15 mm nominal bore15mm nominal bore (DSR-18.49.1) |
| 93 | 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) |
| 94 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 893115mm nominal bore (DSR-18.53.1) |
| 95 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (DSR-18.53A) |
| 96 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore.32mm dia nominal bore (DSR-18.17.2) |
| 97 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20mm dia nominal bore (DSR-18.18.2) |
| 98 | Supply and hoisting of Sintex or equivalent high density polyethylene seemless of piece moulded tanks and placing the same in proper position including all taxes, labour and T&P etc. for proper completion of work. Tnak should be ISI marked, Sintex or equivalent.For 500 litres (DSR-18.48) |
| 99 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore20 mm dia nominal bore (DSR-18.17.1A) |
| 100 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 a lead of 80 m :Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia (DSR-2.10.1.2) |
| 101 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :100 mm diameter (DSR-19.1.1) |
| 102 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :150 mm diameter (DSR-19.1.2) |
| 103 | Laying cement concrete 1:5:10 in haunching S.W. pipes including concrete for bedding necessary form work and curing complete.100mm diameter S.W. Pipe (DSR-19.2.1) |
| 104 | Laying cement concrete 1:5:10 in haunching S.W. pipes including concrete for bedding necessary form work and curing complete.150mm diameter S.W. Pipe (DSR-19.2.2) |
| 105 | Fixing S.W. gully trap grade \\"A\\" complete with C.I. Grating, brick masonary chamber and water tight C.I. Cover frame of 300mm x 300mm size (inside) square mouth traps or \\"P\\" or \\"S\\" type traps.100X150mm dia. (DSR-19.4.1.2) |
| 106 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 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) Fisnihed with a floating coat of neat cement complete as per standard design :(a) Inside size 900 x 800mm and 450mm deep including C.I. Cover frame. (DSR-19.7.1) |
| 107 | Extra over for every additional depth of 0.10 metre or part there of main hole.Size 900 x 800 mm (DSR-19.8.1) |
| 108 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per pecifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR-19.16) |
| 109 | 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-19.17.1) |
| 110 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work32mm nominal bore. (DSR-18.12.4) |
| 111 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work50mm nominal bore. (DSR-18.12.6) |
| 112 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work65mm nominal bore. (DSR-18.12.7) |
| 113 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.50 mm nominal bore (DSR-18.17.4) |
| 114 | Constructing masonry Chamber brick work with common burnt clay F.P.S.(non modular) bricks of class designation 150 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 :3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design 60x60x75 cm Inside (DSR-18.33) |
| 115 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :50 mm diameter pipe (DSR-18.41.6) |
| 116 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :65 mm diameter pipe (DSR-18.41.7) |
| 117 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :32 mm diameter pipe (DSR-18.41.4) |
| 118 | Provding and fixing gun metal non return valve of approved quality (screwed end)65 mm nominal bore, Vertical (DSR-18.19.5.2) |
| 119 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm dia nominal bore (DSR-18.13.1) |
| 120 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :50 to 80 mm dia nominal bore (DSR-18.13.2) |
| 121 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729 (SOR) |
| 122 | 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) |
| 123 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase DSR 12.21.1 (DSR-12.21.1) |
| 124 | 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. . |
| 125 | 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 anddirections of Engineer-in-Charge. (AR) |
| 126 | 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) |
| 127 | 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-13.4.2) |
| 128 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work, 80 mm dia nominal bore (DSR-18.12.8) |
| 129 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 400 mm dia piles (DSR-20.1.1) |
| 130 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity.Initial test (Test Load 2.5 times the Safe capacity) (DSR-20.6.1.1) |
| 131 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity.Routine test (Test Load 1.5 times the Safe capacity) (DSR-20.6.1.2) |
| 132 | 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 I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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 /cum (DSR-5.33.2.2) |
| 133 | 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 I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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 /cum (DSR-5.33.2.1) |
| 134 | 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 I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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 /cum (DSR-5.33.1.1) |
| 135 | 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 I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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 /cum (DSR-5.33.2.1) |
| 136 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. (DSR-10.25.1) |
| 137 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.(DSR-13.62.1) |
| 138 | Providing and fixing G.I.pipes complete with G.I. fitting and clamps including cuttingand making good the walls. 40 mm dia nominal bore (inlet) and 40 mm dia nominal bore (wash out) (DSR-18.10.5) |
| 139 | Painting G.I. pipes and fittting with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work 40 mm dia nominal bore (DSR-18.38.5) |
| 140 | Painting G.I. pipes and fittting with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work 65 mm dia nominal bore (DSR-18.38.6) |
| 141 | providing and fixing gun metal gate valve with C I wheels of approved quality (screwed ends). 40 mm dia nominal bore. (DSR-18.17.3) |
| 142 | providing and fixing gun metal gate valve with C I wheels of approved quality (screwed ends). 65 mm dia nominal bore. (DSR-18.17.5) |
| 143 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. (DSR-2.25) |
| 144 | Diluting and injecting chemical emulsion for Pre-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (DSR-2.35.3.1) |
| 145 | Providing and fixing ISi marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) 250 x 16mm. (DSR-9.62.2) |
| 146 | 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-9.6.3) |
| 147 | Providing and fixing ISI marked S.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm . (DSR-9.165.1) |
| 148 | Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. (DSR-10.27.2) |
| 149 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc.(when not included in an overall rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required and welding, grinding and making holes as required for proper completion of work.Fabrication of Grill / Stairs case railing. (DSR-10.2) |
| 150 | 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) |
| 151 | Providing and fixing fly proof galvanised M.S. wire gauze to windows and clerestory windows using galvanised M.S. wire gage with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm.With 12 mm mild steel U beading. (DSR-9.51.2) |
| 152 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces (DSR-10.5.1) |
| 153 | Painting two coats over priming coat on steel & other metal surfaces up to 10 cm width or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work. (DSR-13.48.3) |
| 154 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. (DSR-4.17) |
| 155 | Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). (DSR-6.44) |
| 156 | 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) |
| 157 | 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) |
| 158 | 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) |
| 159 | Providing and fxing double scafolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S.tubes,M.S.tube challies,M.S.clampsandM.S.staircase system in the scafolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scafolding system shall be stifened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the work men etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scafolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scafolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scafolding in the existing item to be done. (DSR-14.72) |
| 160 | Electrict work-Wiring for light 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. (DSR-1.10.1 (Group-A)) |
| 161 | Wiring for fan 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. (DSR-1.10.1 (Group-A)) |
| 162 | Wiring for exhaust fan 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. (DSR-1.10.1 (Group-A)) |
| 163 | Wiring for 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. (DSR-1.10.1 (Group-A)) |
| 164 | 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) |
| 165 | Wiring for circuit/ submain wiring along with earth wire 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR-1.14.1) |
| 166 | Wiring for circuit/ submain wiring along with earth wire 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR-1.14.2) |
| 167 | Wiring for circuit/ submain wiring along with earth wire 2 X 4 sq. mm + 1 X 4 sq. mm earth wire of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR-1.14.3) |
| 168 | Wiring for circuit/ submain wiring along with earth wire 2 X 6 sq. mm + 1 X 6 sq. mm earth wire of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR-1.14.4) |
| 169 | Wiring for circuit/ submain wiring along with earth wire 2 X 16 sq. mm + 1 X 6 sq. mm earth wire of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR-1.14.6) |
| 170 | Wiring for circuit/ submain wiring along with earth wire with the 4 X 10 sq. mm + 2 X 6 sq. mm earth wire of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR-1.14.10) |
| 171 | Providing and fixing circular/Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, to lid shall be screwed into the cast iron/M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bent to shape as per standard drawing. (Civil DSR 10.18) |
| 172 | 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) |
| 173 | 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) |
| 174 | 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) |
| 175 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. (DSR-1.38) |
| 176 | Installation, Testing and Commissioning of Upto 450 mm sweep exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. (DSR-1.50.1) |
| 177 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. (DSR-1.51) |
| 178 | Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V \\"C\\" curve DP MCB complete with connections, testing and commissioning etc. as required. (DSR-2.16) |
| 179 | S&F of Surface /flush mounting 4 ways SPN D.B. with additional metal door without MCB complete in all respect. (Quot.) |
| 180 | Supplying and fixing 8 way , Double door 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) (DSR-2.3.2) |
| 181 | Supplying and fixing 4 way (4 + 12), Double door 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). (DSR-2.4.1) |
| 182 | Supplying and fixing 12 way , Double door 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) (DSR-2.3.3) |
| 183 | Supplying and fixing 5 A to 32 A rating, Single pole 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. (DSR-2.10.1) |
| 184 | Supply and fixing of 63 Amp. DP MCB(10KA) C Curve (Quot) |
| 185 | Supplying and fixing 5 A to 32 A rating, Double pole 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. (DSR-2.10.3) |
| 186 | Supplying and fixing 40 Amp. 4Pole 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. (Quota) |
| 187 | Supply and laying of 2C x 6 Sq.mm. one number PVC insulated and PVC sheathed/ XLPE Power Aluminium Cable of 1.1 KV Grade of following size on wall surface as required. (Approved by 47th (e/m) circle 20c.1.1) |
| 188 | Supply and laying of one number PVC insulated and PVC sheathed/ XLPE Power Aluminium Cable of 1.1 KV Grade of 2C x 16 Sq.mm. on wall surface as required. (PWD Circle SOR Item No.-20c.1.3) |
| 189 | Supply and laying of 4C x 10 Sq.mm. one number PVC insulated and PVC sheathed/ XLPE Power Aluminium Cable of 1.1 KV Grade of following size on wall surface as required. (Approved by 47th (e/m) circle 20c.1.8) |
| 190 | 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) |
| 191 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. (DSR-5.12) |
| 192 | Add for invertor wiring in wiring point for light/fan/plug points complete.(8+2+6= 16 Nos. for each residence). (Quot) |
| 193 | Supply of fresh air Fan 300 mm. Make-Crompton and equivalent. (Quot) |
| 194 | Supply of 10 Watt LED Bulb Philips Make and equivalent. (Quot) |
| 195 | LED Batten light (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of 18-22 Watt 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 140270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protectionof 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 nds, 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 corecable and earthing etc. as required with Minimum 5 yearOEM warranty. System lumen efficacy ≥120 <135 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-in Charge 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) (DSR-8.10.1). |
| 196 | Supply, Installation, Testing and Commissioning of 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) 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, (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator 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. steel/Al body Power Factor not less than 0.9, Service Value (DSR-9.2.3) |
| 197 | Supply and Fixing of Single LED LIght Wall Bracket complete in all respect. (Quot.) |
| 198 | Supply and Fixing of water tight oblong 10 Watt LED bulkhead luminaire having pressure die cast housing with driver set confirming to IP-65 and above protection IK08, high purity transitivity UV stabilized Non yellowish diffuser for unform light distribution, detachable driver set open and short circuit protection suitable for 24 Hr continuous operation complete in all respect. CAT-AAA 1200 System Lumens > 120Lm/W, PF>0.95, CRI > 70,>300V over voltage protection, 4 KV internal surge protection metal housing with 5 year warrantee. (PWD Circle SOR Item No.-23.11) Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Add Labour cess @ 1% and same will be deducted from contractor's bill at the time of payment. Please Enable Macros to View BoQ information |
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