Tender For Civil maintenance Work Rate Contract- 1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.(D.S.R.2023,Vol.1,Code-2.8)2.8.1 2 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 2.9.1 Ordinary rock. (D.S.R.2023,Vol.1,Code-2.9)2.9.1 3 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. Complete. (D.S.R.2023,Vol.1,Code-2.25 A) 4 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 m outside the periphery of the area cleared. (D.S.R.2023,Vol.1,Code-2.31) 5 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 (D.S.R.2023,Vol.1,Code-4.1)4.1.8 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (D.S.R.2023,Vol.1,Code-4.1)4.1.3 7 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 4.5.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) (D.S.R.2023,Vol.1,Code-4.5)4.5.1 8 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (D.S.R.2023,Vol.1,Code-5.1)5.1.2 9 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(D.S.R.2023,Vol.1,Code-5.3) 10 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.5.18.3 25 mm thick (D.S.R.2023,Vol.1,Code-5.18)5.18.3 11 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). (D.S.R.2023,Vol.1,Code-5.23) 12 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (D.S.R.2023,Vol.1,Code-6.1)6.1.1 13 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) (D.S.R.2023,Vol.1,Code-6.4)6.4.1 14 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) (D.S.R.2023,Vol.1,Code-6.13)6.13.2 15 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)(D.S.R.2023,Vol.1,Code-7.1)7.1.1 16 Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) (D.S.R.2023,Vol.1,Code-7.2)7.2.1 17 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red8.2.2.2 Area of slab over 0.50 sqm(D.S.R.2023,Vol.1,Code-8.2)8.2.2/8.2.2.2 18 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.8.10.2 Granite Stone of approved shade (D.S.R.2023,Vol.1,Code-8.10)8.10.2 19 Providing and fixing skirting with Pre-laminated (one side decorative and other side balancing lamination) flat pressed 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete :8.30.1 18 mm thick (D.S.R.2023,Vol.1,Code-8.30)8.30.1 20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) 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 (D.S.R.2023,Vol.1,Code-9.21)9.21.1 21 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding (D.S.R.2023,Vol.1,Code-9.48)9.48.1 22 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 9.51.1 With 2nd class teak wood beading 62X19 mm sqm (D.S.R.2023,Vol.1,Code-9.51)9.51.1 23 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 9.95.1 125x75x4 mm (D.S.R.2023,Vol.1,Code-9.95)9.95.1 24 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 9.75.1 300x16x5 mm (D.S.R.2023,Vol.1,Code-9.75)9.75.1 25 Providing and fixing bright finished brass handles with screws etc. complete: 9.81.1 125 mm (D.S.R.2023,Vol.1,Code-9.81)9.81.1 26 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.(D.S.R.2023,Vol.1,Code-9.83) 27 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC C channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturers specification & drawing.9.120.2 30 mm thick pre laminated PVC door shutters. (D.S.R.2023,Vol.1,Code-9.120) 9.120.2 28 Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) (D.S.R.2023,Vol.1,Code-9.168) 29 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.10.5.1 Using M.S. angels 40x40x6 mm for diagonal brac(D.S.R.2023,Vol.1,Code-10.5) 10.5.1 30 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover(D.S.R.2023,Vol.1,Code-10.6) 10.6.1 31 Providing and fixing ball bearing for rolling shutters. (D.S.R.2023,Vol.1,Code-10.7) 32 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. 10.15.1 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) (D.S.R.2023,Vol.1,Code-10.15) 10.15.1 33 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (D.S.R.2023,Vol.1,Code-10.31) 34 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube (D.S.R.2023,Vol.1,Code-10.26)10.26.1 35 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (D.S.R.2023,Vol.1,Code-10.28) 36 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both side (D.S.R.2023,Vol.1,Code-10.29)10.29.1 37 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes (D.S.R.2023,Vol.1,Code-10.30)10.30.1 38 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.2 5.5 mm thick glass panes(D.S.R.2023,Vol.1,Code-10.30)10.30.2 39 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate(D.S.R.2023,Vol.1,Code-11.3)11.3.1 40 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.(D.S.R.2023,Vol.1,Code-11.4) 41 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 11.13.1 40 mm wide and 4 mm thick (D.S.R.2023,Vol.1,Code-11.13)11.13.1 42 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. 11.21.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) 11.21.1.1 Acid and alkali resistant tilek(D.S.R.2023,Vol.1,Code-11.21)11.21.1/11.21.1.1 43 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.11.21.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) 11.21.2.1 Acid and alkali resistant tile(D.S.R.2023,Vol.1,Code-11.21)11.21.2/11.21.2.1 44 Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. 11.22.1 Marble tiles (polished) Raj Nagar 11.22.1.1 8 mm thick (D.S.R.2023,Vol.1,Code-11.22)11.22.1/11.22.1.1 45 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :11.23.1 Makrana white second quality(D.S.R.2023,Vol.1,Code-11.23)11.23.1 46 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 11.26.1 25 mm thick(D.S.R.2023,Vol.1,Code-11.26)11.26.1 47 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.(D.S.R.2023,Vol.1,Code-11.27) 48 38 mm thick wood block flooring of first class teak wood laid over 25 mm thick leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size) to be paid separately, coated with a thin layer of hot bitumen penetration 80/25 (blown type) @ 2.45 kg per sqm, including fixing blocks in position after dipping in hot bitumen (blown type) up to half depth, planed, levelled smooth and finished complete.(D.S.R.2023,Vol.1,Code-11.34) 49 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 20mm 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.11.41.2 Size of Tile 600x600 mm(D.S.R.2023,Vol.1,Code-11.41)11.41.2 50 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.11.46.2 Size of Tile 600x600 mm (D.S.R.2023,Vol.1,Code-11.46)11.46.2 51 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1 1.0 mm thick with zinc coating not less than 275 gm/m²(D.S.R.2023,Vol.1,Code-12.1)12.1.1 52 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 12.15.1 With residual type petroleum bitumen of grade VG -10(D.S.R.2023,Vol.1,Code-12.15)12.15.1 53 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 12.31.1 Flat surfaces (D.S.R.2023,Vol.1,Code-12.31)12.31.1 54 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board(D.S.R.2023,Vol.1,Code-12.45)12.45.3 55 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.(D.S.R.2023,Vol.1,Code-12.52)12.52.3 56 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand) (D.S.R.2023,Vol.2,Code-13.2)13.2.1 57 20 mm cement plaster of mix : 13.3.1 1:4 (1 cement: 4 fine sand) (D.S.R.2023,Vol.2,Code-13.3)13.3.1 58 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 13.8.1 1:3 (1 cement: 3 fine sand)(D.S.R.2023,Vol.2,Code-13.8)13.8.1 59 White washing with lime to give an even shade : 13.37.1 New work (three or more coats) (D.S.R.2023,Vol.2,Code-13.37)13.37.1 60 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer (D.S.R.2023,Vol.2,Code-13.41)13.41.1 61 Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)(D.S.R.2023,Vol.2,Code-13.44)13.44.1 62 Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm (D.S.R.2023,Vol.2,Code-13.45)13.45.1 63 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm (D.S.R.2023,Vol.2,Code-13.46)13.46.1 64 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)(D.S.R.2023,Vol.2,Code-13.47)13.47.1 65 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm (D.S.R.2023,Vol.2,Code-13.48)13.48.1 66 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specification : 13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture (D.S.R.2023,Vol.2,Code-13.48)13.48.2 67 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: 13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture (D.S.R.2023,Vol.2,Code-13.48)13.48.3 68 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm (D.S.R.2023,Vol.2,Code-13.48A)13.48A.1 69 Applying priming coat:13.50.2 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood (D.S.R.2023,Vol.2,Code-13.50)13.50.2 70 Applying priming coat:13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (D.S.R.2023,Vol.2,Code-13.50)13.50.3 71 Applying priming coat:13.50.4 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) (D.S.R.2023,Vol.2,Code-13.50)13.50.4 72 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : 13.51.1 One coat (D.S.R.2023,Vol.2,Code-13.51)13.51.1 73 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : 13.51.2 Two coat (D.S.R.2023,Vol.2,Code-13.51)13.51.2 74 Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture, over and including a priming of ready mixed zinc chromate yellow primer on new work: 13.55.1 100 mm diameter pipes (D.S.R.2023,Vol.2,Code-13.55)13.55.1 75 Painting with oil type wood preservative of approved brand and manufacture : 13.57.1 New work (two or more coats) (D.S.R.2023,Vol.2,Code-13.57)13.57.1 76 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 manufactur (D.S.R.2023,Vol.2,Code-13.62)13.62.1 77 Polishing on wood work with ready mixed wax polish of approved brand and manufacture : 13.69.1 New work (D.S.R.2023,Vol.2,Code-13.69)13.69.1 78 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. (D.S.R.2023,Vol.2,Code-13.80) 79 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.81.1 Old work(one or more coat)(D.S.R.2023,Vol.2,Code-13.81)13.81.1 80 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.82.1 One coat (D.S.R.2023,Vol.2,Code-13.82)13.82.1 81 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.82.2 Two coat (D.S.R.2023,Vol.2,Code-13.82)13.82.2 82 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 13.83.1 One coat (D.S.R.2023,Vol.2,Code-13.83)13.83.1 83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 13.83.2 Two coat (D.S.R.2023,Vol.2,Code-13.83)13.83.2 84 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 13.85.1 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre (D.S.R.2023,Vol.2,Code-13.85)13.85.1 85 White washing with lime to give an even shade : 13.87.1 Old work (two or more coats) (D.S.R.2023,Vol.2,Code-13.87)13.87.1 86 White washing with lime to give an even shade : 13.87.2 Old work (one or more coats) (D.S.R.2023,Vol.2,Code-13.87)13.87.2 87 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. Comple (D.S.R.2023,Vol.2,Code-13.88) 88 Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade : 13.90.1 Old work (one or more coats) (D.S.R.2023,Vol.2,Code-13.90)13.90.1 89 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (D.S.R.2023,Vol.2,Code-13.91) 90 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.92.1 Old work (one or more coats) (D.S.R.2023,Vol.2,Code-13.92)13.92.1 91 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.99.1 One or more coats on old work(D.S.R.2023,Vol.2,Code-13.99)13.99.1 92 Painting with aluminium paint of approved brand and manufacture to give an even shade: 13.100.1 One or more coats on old work(D.S.R.2023,Vol.2,Code-13.100)13.100.1 93 Polishing on wood work with ready made wax polish of approved brand and manufacture : 13.104.1 Old work (D.S.R.2023,Vol.2,Code-13.104)13.104.1 94 Finishing walls with textured exterior paint of required shade : 13.110.1 Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. (D.S.R.2023,Vol.2,Code-13.110)13.110.1 95 Finishing walls with textured exterior paint of required shade : 13.110.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm.(D.S.R.2023,Vol.2,Code-13.110)13.110.2 96 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.111.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface (D.S.R.2023,Vol.2,Code-13.111)13.111.1 97 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.111.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm)(D.S.R.2023,Vol.2,Code-13.111)13.111.2 98 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 13.112.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface (D.S.R.2023,Vol.2,Code-13.112)13.112.1 99 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 13.112.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm) (D.S.R.2023,Vol.2,Code-13.112)13.112.2 100 Melamine polishing on wood work (one or more coat). (D.S.R.2023,Vol.2,Code-13.114) 101 Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. (D.S.R.2023,Vol.2,Code-13.115) 102 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand)(D.S.R.2023,Vol.2,Code-14.1)14.1.1 103 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 14.2.1 Door chowkhats (D.S.R.2023,Vol.2,Code-14.2)14.2.1 104 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 14.2.2 Window chowkhats (D.S.R.2023,Vol.2,Code-14.2)14.2.2 105 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 14.2.3 Clerestory window chowkhats (D.S.R.2023,Vol.2,Code-14.2)14.2.3 106 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge. 14.4.1 For door/ window/ clerestory window (D.S.R.2023,Vol.2,Code-14.4)14.4.1 107 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) (D.S.R.2023,Vol.2,Code-14.5)14.5.1 108 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 14.5.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) (D.S.R.2023,Vol.2,Code-14.5)14.5.2 109 Renewing glass panes, with wooden fillets wherever necessary: 14.6.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) (D.S.R.2023,Vol.2,Code-14.6)14.6.1 110 Renewing glass panes, with wooden fillets wherever necessary: 14.6.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) (D.S.R.2023,Vol.2,Code-14.6)14.6.2 111 Renewing glass panes and refixing existing wooden fillets: 14.7.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) (D.S.R.2023,Vol.2,Code-14.7)14.7.1 112 Renewing glass panes and refixing existing wooden fillets: 14.7.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm (D.S.R.2023,Vol.2,Code-14.7)14.7.2 113 Supplying and fixing new wooden fillets wherever necessary: 14.8.1 2nd class teak wood fillets (D.S.R.2023,Vol.2,Code-14.8)14.8.1 114 Supplying and fixing new wooden fillets wherever necessary: 14.8.2 Hollock wood fillets (D.S.R.2023,Vol.2,Code-14.8)14.8.2 115 Renewal of old putty of glass panes (length (D.S.R.2023,Vol.2,Code-14.9) 116 Refixing old glass panes with putty and nails (D.S.R.2023,Vol.2,Code-14.10) 117 Fixing old glass panes with wooden fillets (excluding cost of fillets)(D.S.R.2023,Vol.2,Code-14.11) 118 Providing and fixing 25 mm thick shutters for cup board etc. : 14.26.1 Panelled or panelled & glazed shutters : 14.26.1.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. (D.S.R.2023,Vol.2,Code-14.26)14.26.1.1 119 Providing and fixing 25 mm thick shutters for cup board etc. : 14.26.1 Panelled or panelled & glazed shutters : 14.26.1.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. (D.S.R.2023,Vol.2,Code-14.26)14.26.1.2 120 Providing and fixing 25 mm thick shutters for cup board etc. : 14.26.2 Glazed shutters :14.26.2.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws.(D.S.R.2023,Vol.2,Code-14.26)14.26.2.1 121 Providing and fixing 25 mm thick shutters for cup board etc. : 14.26.2 Glazed shutters :14.26.2.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws.(D.S.R.2023,Vol.2,Code-14.26)14.26.2.2 122 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 14.28.1 20 mm diameter. (D.S.R.2023,Vol.2,Code-14.28)14.28.1 123 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 14.28.2 25 mm diameter. (D.S.R.2023,Vol.2,Code-14.28)14.28.2 124 Providing and fixing bright finished brass single acting spring hinges with necessary brass screws etc. complete : 14.31.1 150 mm (D.S.R.2023,Vol.2,Code-14.31)14.31.1 125 Providing and fixing bright finished brass single acting spring hinges with necessary brass screws etc. complete : 14.31.2 125 mm (D.S.R.2023,Vol.2,Code-14.31)14.31.2 126 Providing and fixing bright finished brass single acting spring hinges with necessary brass screws etc. complete : 14.31.3 100 mm (D.S.R.2023,Vol.2,Code-14.31)14.31.3 127 Providing and fixing bright finished brass double acting spring hinges with necessary brass screws etc. complete : 14.32.1 150 mm (D.S.R.2023,Vol.2,Code-14.32)14.32.1 128 Providing and fixing bright finished brass double acting spring hinges with necessary brass screws etc. complete : 14.32.2 125 mm (D.S.R.2023,Vol.2,Code-14.32)14.32.2 129 Providing and fixing bright finished brass double acting spring hinges with necessary brass screws etc. complete : 14.32.3 100 mm (D.S.R.2023,Vol.2,Code-14.32)14.32.3 130 Providing and fixing bright finished brass flush bolts with necessary brass screws etc. complete : 14.33.1 250 mm (D.S.R.2023,Vol.2,Code-14.33)14.33.1 131 Providing and fixing bright finished brass flush bolts with necessary brass screws etc. complete : 14.33.2 150 mm (D.S.R.2023,Vol.2,Code-14.33)14.33.2 132 Providing and fixing bright finished brass flush bolts with necessary brass screws etc. complete : 14.33.3 100 mm (D.S.R.2023,Vol.2,Code-14.33)14.33.3 133 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (D.S.R.2023,Vol.2,Code-14.34) 134 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) (D.S.R.2023,Vol.2,Code-14.75A) 135 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm (D.S.R.2023,Vol.2,Code-14.77) 136 Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. (D.S.R.2023,Vol.2,Code-14.78) 137 Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. (D.S.R.2023,Vol.2,Code-14.79) 138 Providing & fixing White vitreous china water closet squatting pan (Indian type) along with S or P trap including dismantling of old WC seat and S or P trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. 14.80.1 Long pattern W.C Pan of size 580x440 mm (D.S.R.2023,Vol.2,Code-14.80)14.80.1 139 Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. (D.S.R.2023,Vol.2,Code-14.81) 140 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-inCharge (D.S.R.2023,Vol.2,Code-14.82) 141 Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.(D.S.R.2023,Vol.2,Code-14.85) 142 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).(D.S.R.2023,Vol.2,Code-14.86) 143 Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). (D.S.R.2023,Vol.2,Code-14.87) 144 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix(D.S.R.2023,Vol.2,Code-15.2)15.2.2 145 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge (D.S.R.2023,Vol.2,Code-15.3) 146 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.15.7.4 In cement mortar (D.S.R.2023,Vol.2,Code-15.7)15.7.4 147 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):15.8.3 From brick work in cement mortar (D.S.R.2023,Vol.2,Code-15.8)15.8.3 148 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 15.10.2 i n cement mortar (D.S.R.2023,Vol.2,Code-15.10)15.10.2 149 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.12.1 Of area 3 sq. metres and below(D.S.R.2023,Vol.2,Code-15.12)15.12.1 150 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.12.2 Of area beyond 3 sq. Metres(D.S.R.2023,Vol.2,Code-15.12)15.12.2 151 Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. (D.S.R.2023,Vol.2,Code-15.19) 152 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 15.23.1 For thickness of tiles 10 mm to 25 mm(D.S.R.2023,Vol.2,Code-15.23)15.23.1 153 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 15.23.2 For thickness of tiles above 25 mm and up to 40 mm (D.S.R.2023,Vol.2,Code-15.23)15.23.2 154 Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: 15.34.1 T or L iron or pipe(D.S.R.2023,Vol.2,Code-15.34)15.34.1 155 Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: 15.34.2 R.C.C.(D.S.R.2023,Vol.2,Code-15.34)15.34.2 156 Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : 15.39.1 Up to 10 mm thick (D.S.R.2023,Vol.2,Code-15.39)15.39.1 157 Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : 15.39.2 Thickness above 10 mm up to 25 mm(D.S.R.2023,Vol.2,Code-15.39)15.39.2 158 Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead :15.39.3 Thickness above 25 mm up to 40 mm(D.S.R.2023,Vol.2,Code-15.39)15.39.3 159 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 15.42.1 75 to 80 mm dia pipe( D.S.R.2023,Vol.2,Code-15.42)15.42.1 160 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead :15.42.2 100 mm dia pipe (D.S.R.2023,Vol.2,Code-15.42)15.42.2 161 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead :15.42.3 150 mm dia pipe (D.S.R.2023,Vol.2,Code-15.42)15.42.3 162 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 15.45.1 Up to 150 mm diameter (D.S.R.2023,Vol.2,Code-15.45)15.45.1 163 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 15.45.2 Above 150 mm dia up to 300 mm dia (D.S.R.2023,Vol.2,Code-15.45)15.45.2 164 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 15.45.3 Above 300 mm diameter (D.S.R.2023,Vol.2,Code-15.45)15.45.3 165 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.(D.S.R.2023,Vol.2,Code-15.56) 166 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. (D.S.R.2023,Vol.2,Code-15.57) 167 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.1 Made of G.I. wire of dia 4 mm (D.S.R.2023,Vol.2,Code-16.70)16.70.1 168 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade (D.S.R.2023,Vol.2,Code-16.70)16.70.2 169 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.(D.S.R.2023,Vol.2,Code-16.71) 170 Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. (D.S.R.2023,Vol.2,Code-16.72) 171 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (D.S.R.2023,Vol.2,Code-16.83) 172 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). (D.S.R.2023,Vol.2,Code-16.84) 173 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.(D.S.R.2023,Vol.2,Code-16.89) 174 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 50mm 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. 16.91.1 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. (D.S.R.2023,Vol.2,Code-16.91)16.91.1 175 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 50mm 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. 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.(D.S.R.2023,Vol.2,Code-16.91)16.91.2 176 Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. (D.S.R.2023,Vol.2,Code-16.93) 177 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (D.S.R.2023,Vol.2,Code-17.1)17.1.1 178 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 : 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid (D.S.R.2023,Vol.2,Code-17.2)17.2.1 179 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid (D.S.R.2023,Vol.2,Code-17.3)17.3.1 180 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern(D.S.R.2023,Vol.2,Code-17.4)17.4.1 181 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern(D.S.R.2023,Vol.2,Code-17.5)17.5.1 182 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.6.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern(D.S.R.2023,Vol.2,Code-17.6)17.6.1 183 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps (D.S.R.2023,Vol.2,Code-17.7)17.7.1 184 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap (D.S.R.2023,Vol.2,Code-17.7)17.7.2 185 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer(D.S.R.2023,Vol.2,Code-17.7A) 186 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1 White glazed fire clay kitchen sink of size 600x450x 250 mm(D.S.R.2023,Vol.2,Code-17.9)17.9.1 187 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 : 17.10.2 Kitchen sink without drain board 17.10.2.1 610x510mm bowl depth 200 mm (D.S.R.2023,Vol.2,Code-17.10.2)17.10.2.1 188 Providing and fixing white vitreous china water closet squatting pan (Indian type) : 17.13.1 Long pattern W.C. pan of size 580 mm (D.S.R.2023,Vol.2,Code-17.13)17.13.1 189 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan (D.S.R.2023,Vol.2,Code-17.15) 190 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. (D.S.R.2023,Vol.2,Code-17.16A) 191 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 17.19.1 10 litre (full flush) capacity-white (D.S.R.2023,Vol.2,Code-17.19)17.19.1 192 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 17.19.2 10 litre (full flush) capacity-coloured (D.S.R.2023,Vol.2,Code-17.19)17.19.2 193 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : 17.20.1 White solid plastic seat with lid (D.S.R.2023,Vol.2,Code-17.20)17.20.1 194 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.(D.S.R.2023,Vol.2,Code-17.22) 195 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (D.S.R.2023,Vol.2,Code-17.22A) 196 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia (D.S.R.2023,Vol.2,Code-17.22B)a 197 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. (D.S.R.2023,Vol.2,Code-17.23) 198 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. (D.S.R.2023,Vol.2,Code-17.24) 199 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 17.28.2.1 32 mm dia. (D.S.R.2023,Vol.2,Code-17.28)17.28.2.1 200 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. (D.S.R.2023,Vol.2,Code-17.31) 201 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete (D.S.R.2023,Vol.2,Code-17.78) 202 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (D.S.R.2023,Vol.2,Code-17.80) 203 Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. (D.S.R.2023,Vol.2,Code-17.81) 204 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.1 15 mm nominal dia Pipes (D.S.R.2023,Vol.2,Code-18.7)18.7.1 205 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 wall18.7.2 20 mm nominal dia Pipes (D.S.R.2023,Vol.2,Code-18.7)18.7.2 206 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 wall18.7.3 25 mm nominal dia Pipes (D.S.R.2023,Vol.2,Code-18.7)18.7.3 207 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.1 15 mm nominal dia Pipes (D.S.R.2023,Vol.2,Code-18.8)18.8.1 208 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.2 20 mm nominal dia Pipes (D.S.R.2023,Vol.2,Code-18.8)18.8.2 209 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.3 25 mm nominal dia Pipes (D.S.R.2023,Vol.2,Code-18.8)18.8.3 210 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.1 15 mm nominal dia Pipes (D.S.R.2023,Vol.2,Code-18.9)18.9.1 211 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.2 20 mm nominal dia Pipes (D.S.R.2023,Vol.2,Code-18.9)18.9.2 212 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.3 25 mm nominal dia Pipes (D.S.R.2023,Vol.2,Code-18.9)18.9.3 213 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.4 32 mm nominal dia Pipes (D.S.R.2023,Vol.2,Code-18.9)18.9.4 214 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 18.10.1 15 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.10)18.10.1 215 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 18.10.2 20 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.10)18.10.2 216 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 18.10.3 25 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.10)18.10.3 217 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 18.10.4 32 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.10)18.10.4 218 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 18.11.1 15 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.11)18.11.1 219 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 18.11.2 20 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.11)18.11.2 220 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.1 15 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.12)18.12.1 221 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.2 20 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.12)18.12.2 222 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.3 25 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.12)18.12.3 223 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.4 32 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.12)18.12.4 224 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.5 40 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.12)18.12.5 225 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.6 50 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.12)18.12.6 226 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.7 65 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.12)18.12.7 227 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.8 80 mm dia nominal bore (D.S.R.2023,Vol.2,Code-18.12)18.12.8 228 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 : 18.13.1 25 to 40 mm nominal bore (D.S.R.2023,Vol.2,Code-18.13)18.13.1 229 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 : 18.13.2 50 to 80 mm nominal bore (D.S.R.2023,Vol.2,Code-18.13)18.13.2 230 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). (D.S.R.2023,Vol.2,Code-18.14) 231 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.1 25 mm nominal bore (D.S.R.2023,Vol.2,Code-18.17)18.17.1 232 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.1A 20 mm nominal bore (D.S.R.2023,Vol.2,Code-18.17)18.17.1A 233 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.2 32 mm nominal bore. (D.S.R.2023,Vol.2,Code-18.17)18.17.2Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.2 32 mm nominal bore. (D.S.R.2023,Vol.2,Code-18.17)18.17.2 234 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.3 40 mm nominal bore. (D.S.R.2023,Vol.2,Code-18.17)18.17.3 235 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.4 50 mm nominal bore (D.S.R.2023,Vol.2,Code-18.17)18.17.4 236 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.5 65 mm nominal bore (D.S.R.2023,Vol.2,Code-18.17)18.17.5 237 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.6 80 mm nominal bore (D.S.R.2023,Vol.2,Code-18.17)18.17.6 238 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.18.1 15 mm nominal bore (D.S.R.2023,Vol.2,Code-18.18)18.18.1 239 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.18.2 20 mm nominal bore (D.S.R.2023,Vol.2,Code-18.18)18.18.2 240 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.18.3 25 mm nominal bore (D.S.R.2023,Vol.2,Code-18.18)18.18.3 241 Providing and fixing gun metal non- return valve of approved quality (screwed end) :18.19.4 50 mm nominal bore18.19.4.2 Vertical (D.S.R.2023,Vol.2,Code-18.19)18.19.4.2 242 Providing and fixing gun metal non- return valve of approved quality (screwed end) :18.19.6 80 mm nominal bore18.19.6.2 Vertical (D.S.R.2023,Vol.2,Code-18.19)18.19.6.2 243 Providing and fixing uplasticised PVC connection pipe with brass unions :18.21.2 45 cm length18.21.2.1 15 mm nominal bore (D.S.R.2023,Vol.2,Code-18.21)18.21.2.1 244 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter18.31.1.2 Class II (D.S.R.2023,Vol.2,Code-18.31)18.31.1.2 245 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31.3 150 mm diameter18.31.3.2 Class II (D.S.R.2023,Vol.2,Code-18.31)18.31.3.2 246 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (D.S.R.2023,Vol.2,Code-18.33)18.33.1 247 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (D.S.R.2023,Vol.2,Code-18.34)18.34.1 248 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :18.42.3 Beyond 12 m and up to 18 m depth (D.S.R.2023,Vol.2,Code-18.42)18.42.3 249 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 18.46.1 15 mm nominal bore.(D.S.R.2023,Vol.2,Code-18.46)18.46.1 250 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :18.46.2 20 mm nominal bore (D.S.R.2023,Vol.2,Code-18.46)18.46.2 251 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :18.46.3 25 mm nominal bore (D.S.R.2023,Vol.2,Code-18.46)18.46.3 252 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :18.46.4 32 mm nominal bore (D.S.R.2023,Vol.2,Code-18.46)18.46.4 253 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :18.46.5 40 mm nominal bore (D.S.R.2023,Vol.2,Code-18.46)18.46.5 254 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :18.46.6 50 mm nominal bore (D.S.R.2023,Vol.2,Code-18.46)18.46.6 255 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :18.46.7 65 mm nominal bore (D.S.R.2023,Vol.2,Code-18.46)18.46.7 256 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :18.46.8 80 mm nominal bore (D.S.R.2023,Vol.2,Code-18.46)18.46.8 257 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.1 15 mm nominal bore (D.S.R.2023,Vol.2,Code-18.47)18.47.1 258 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.2 20 mm nominal bore (D.S.R.2023,Vol.2,Code-18.47)18.47.2 259 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.3 25 mm nominal bore (D.S.R.2023,Vol.2,Code-18.47)18.47.3 260 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.4 32 mm nominal bore (D.S.R.2023,Vol.2,Code-18.47)18.47.4 261 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.5 40 mm nominal bore (D.S.R.2023,Vol.2,Code-18.47)18.47.5 262 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.6 50 mm nominal bore (D.S.R.2023,Vol.2,Code-18.47)18.47.6 263 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.7 65 mm nominal bore (D.S.R.2023,Vol.2,Code-18.47)18.47.7 264 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.8 80 mm nominal bore (D.S.R.2023,Vol.2,Code-18.47)18.47.8 265 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. (D.S.R.2023,Vol.2,Code-18.48) 266 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 18.49.1 15 mm nominal bore (D.S.R.2023,Vol.2,Code-18.49)18.49.1 267 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.50.1 15 mm nominal bore (D.S.R.2023,Vol.2,Code-18.50)18.50.1 268 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 18.51.1 15 mm nominal bore (D.S.R.2023,Vol.2,Code-18.51)18.51.1 269 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 18.52.1 15 mm nominal bore(D.S.R.2023,Vol.2,Code-18.52)18.52.1 270 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 18.53.1 15mm nominal bore (D.S.R.2023,Vol.2,Code-18.53)18.53.1 271 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (D.S.R.2023,Vol.2,Code-18.53)18.53A 272 Providing and fixing PTMT bib cock of approved quality and colour.18.54.4 15 mm nominal bore, 90 mm long, weighing not less than 93 gms(D.S.R.2023,Vol.2,Code-18.54)18.54.4 273 Providing and fixing PTMT stop cock of approved quality and colour.18.55.3 Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms (D.S.R.2023,Vol.2,Code-18.55)18.55.3 274 Providing and fixing PTMT pillar cock of approved quality and colour.18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms (D.S.R.2023,Vol.2,Code-18.56)18.56.2 275 Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms (D.S.R.2023,Vol.2,Code-18.63) 276 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms (D.S.R.2023,Vol.2,Code-18.64) 277 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms(D.S.R.2023,Vol.2,Code-18.65) 278 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :18.73.1 100 mm dia Ductile Iron Double Flanged (D.S.R.2023,Vol.2,Code-18.73)18.73.1 279 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :18.73.2 150 mm dia Ductile Iron Double Flanged (D.S.R.2023,Vol.2,Code-18.73)18.73.2 280 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 18.74.1 15 mm nominal bore with 30cm length (D.S.R.2023,Vol.2,Code-18.74)18.74.1 281 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.18.74.2 15 mm nominal bore with 45 cm length (D.S.R.2023,Vol.2,Code-18.74)18.74.2 282 Cutting holes up to 30x30 cm in walls including making good the same: 18.76.1 With common burnt clay F.P.S. (non modular) bricks(D.S.R.2023,Vol.2,Code-18.76)18.76.1 283 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. (D.S.R.2023,Vol.2,Code-18.77) 284 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc (D.S.R.2023,Vol.2,Code-18.78) 285 Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) including disposal of malba. (D.S.R.2023,Vol.2,Code-18.79) 286 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre: 18.82.1 80 mm diameter C.I. pipe (D.S.R.2023,Vol.2,Code-18.82)18.82.1 287 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre: 18.82.2 100 mm diameter C.I. pipe (D.S.R.2023,Vol.2,Code-18.82)18.82.2 288 Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. 18.84.1 15 mm nominal bore(D.S.R.2023,Vol.2,Code-18.84)18.84.1 289 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 19.5.1 100 mm diameter (D.S.R.2023,Vol.2,Code-19.5)19.5.1 290 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 19.5.2 150 mm diameter (D.S.R.2023,Vol.2,Code-19.5)19.5.2 291 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 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.1 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) : 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (D.S.R.2023,Vol.2,Code-19.7)19.7.1.1 292 Supplying and fixing C.I. cover without frame for manholes : 19.18.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg (D.S.R.2023,Vol.2,Code-19.18)19.18.1 293 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg (D.S.R.2023,Vol.2,Code-19.20) 294 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 19.21.1 For pipes 100 to 250 mm diameter (D.S.R.2023,Vol.2,Code-19.21)19.21.1 295 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: 19.24.1 Rectangular manhole 90x80 cm and 45 cm deep (D.S.R.2023,Vol.2,Code-19.24)19.24.1 296 Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 19.29.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5(D.S.R.2023,Vol.2,Code-19.29)19.29.1 297 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. 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (D.S.R.2023,Vol.2,Code-19.32)19.32.1 298 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 19.34.1 100 mm dia (D.S.R.2023,Vol.2,Code-19.34)19.34.1 299 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :19.34.2 150 mm dia (D.S.R.2023,Vol.2,Code-19.34)19.34.2 300 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)(D.S.R.2023,Vol.2,Code-21.1)21.1.1.1 301 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) (D.S.R.2023,Vol.2,Code-21.1)21.1.1.2 302 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron (D.S.R.2023,Vol.2,Code-21.1)21.1.1.3 303 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (D.S.R.2023,Vol.2,Code-21.1.2)21.1.2.1 304 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) (D.S.R.2023,Vol.2,Code-21.1.2)21.1.2.2 305 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) (D.S.R.2023,Vol.2,Code-21.1.2)21.1.2.3 306 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge. 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side (D.S.R.2023,Vol.2,Code-21.2)21.2.1 307 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge. 21.2.2 Pre-laminated particle board with decorative lamination on both sides(D.S.R.2023,Vol.2,Code-21.2)21.2.2 308 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)(D.S.R.2023,Vol.2,Code-21.3)21.3.1 309 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) (D.S.R.2023,Vol.2,Code-21.3)21.3.2 310 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm)(D.S.R.2023,Vol.2,Code-21.3)21.3.3 311 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. 21.4.1 With stainless steel cover plate minimum 1.25 mm thickness(D.S.R.2023,Vol.2,Code-21.4)21.4.1 312 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. 21.4.2 With brass cover plate minimum 1.25 mm thickness (D.S.R.2023,Vol.2,Code-21.4)21.4.2 313 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge.21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar (D.S.R.2023,Vol.2,Code-21.12)21.12.3 314 Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-incharge21.16.3 Polyester powder coated minimum thickness 50 micron aluminium(D.S.R.2023,Vol.2,Code-21.16)21.16.3 315 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). (D.S.R.2023,Vol.2,Code-21.17) 316 Providing and fixing 12mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer in charge (Door handle, lock and stopper etc. to be paid separately) (D.S.R.2023,Vol.2,Code-21.18) 317 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm (D.S.R.2023,Vol.2,Code-22.3) 318 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. (D.S.R.2023,Vol.2,Code-22.5) 319 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. (D.S.R.2023,Vol.2,Code-22.6) 320 Supplying and applying bituminous solution primer on roof and / or wall surface at 0.24 litre per sqm. (D.S.R.2023,Vol.2,Code-22.12) 321 Grading roof for water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) (D.S.R.2023,Vol.2,Code-22.14)22.14.1 322 Grading roof for water proofing treatment with22.14.2 Cement mortar 1:3 (1 cement : 3 coarse sand)(D.S.R.2023,Vol.2,Code-22.14)22.14.2 323 Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge (D.S.R.2023,Vol.2,Code-22.22A) 324 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 22.23.1 For vertical surface two coats @ 0.70 kg per sqm (D.S.R.2023,Vol.2,Code-22.23)22.23.1 325 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 22.23.2 For horizontal surface one coat @1.10 kg per sqm.(D.S.R.2023,Vol.2,Code-22.23)22.23.2 326 Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.(D.S.R.2023,Vol.2,Code-22.23A) 327 Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures likebasement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the manufacturers specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dryshake shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. (D.S.R.2023,Vol.2,Code-22.24) 328 Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.(D.S.R.2023,Vol.2,Code-22.26) 329 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- inCharge. (D.S.R.2023,Vol.2,Code-25.4) 330 Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. (D.S.R.2023,Vol.2,Code-25.8) 331 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on interlocking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black),comprising of main-T runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate crossT of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 26.23.1 With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles(D.S.R.2023,Vol.2,Code-26.23)26.23.1 332 Supplying chemical emulsion in sealed containers including delivery as specified. 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% (D.S.R.2023,Vol.1,Code-2.34)2.34.1 333 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.35.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration (D.S.R.2023,Vol.1,Code-2.35)2.35.1.1 334 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.35.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: 2.35.2.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration(D.S.R.2023,Vol.1,Code-2.35)2.35.2.1 335 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.35.3 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: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (D.S.R.2023,Vol.1,Code-2.35)2.35.3.1 336 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.35.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : 2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (D.S.R.2023,Vol.1,Code-2.35)2.35.4.1 337 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.35.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. (D.S.R.2023,Vol.1,Code-2.35)2.35.5 338 Cleaning of Chocked Main Holes of Sever lines including supply of all materials,Labour,T&P e.t.c. 339 Emptying and Cleaning of Septic Tank including labours,tools,and Machines e.t.c. 340 S/F of I.S.I. Marked Cistern function cylinder of wall mounted Europian Type W.C.Sheet including supply of all materials,Labour,T&P e.t.c. Make-Hindware,Pareware Please Enable Macros to View BoQ information
