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| 1 | Sub-Head : Earth Work |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 3 | a) All kinds of soil |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. |
| 5 | a) Ordinary rock |
| 6 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 7 | a) All kinds of soil. |
| 8 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. |
| 9 | a) Ordinary rock |
| 10 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 11 | a) All kinds of soil |
| 12 | i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 13 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 14 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 15 | Sub-Head : Concrete Work |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 17 | a)1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 18 | b) 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 19 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 20 | 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) |
| 21 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth. |
| 22 | Sub-Head : Reinforced Cement Concrete |
| 23 | 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 : |
| 24 | a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 25 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 26 | a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 27 | 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 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) : 3 graded stone aggregate 20 mm nominal size). |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 29 | a) Foundations, footings, bases of columns, etc. for mass concrete |
| 30 | b) Suspended floors, roofs, landings, balconies and access platform |
| 31 | c) Shelves (Cast in situ) |
| 32 | d) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 33 | e) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 34 | f) Stairs, (excluding landings) except spiral-staircases |
| 35 | Edges of slabs and breaks in floors and walls |
| 36 | g) Under 20 cm wide |
| 37 | h) Weather shade, Chajjas, corbels etc., including edges |
| 38 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete below and above plinth level. |
| 39 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 40 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 41 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections |
| 42 | Sub-Head : Masonry Work |
| 43 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 44 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 45 | 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 : |
| 46 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 47 | 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. |
| 48 | a) Cement mortar 1:4 (1 cement :4 coarse sand) |
| 49 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry course of half brick masonry. |
| 50 | Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 51 | Sub-Head - Cladding Work : |
| 52 | 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. |
| 53 | a) Granite stone slab colour black, Cherry/Ruby red |
| 54 | i) Area of slab over 0.50 sqm |
| 55 | Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete |
| 56 | Sub-Head : Woodand P.V.C. Work |
| 57 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). |
| 58 | Deduct for not providing hinges in doors, windows or clerestory window shutters with : |
| 59 | a) ISI marked Stainless steel butt hinges with stainless steel screws : |
| 60 | i) For 2nd class teak wood and other class of wood shutters |
| 61 | b) ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. |
| 62 | i) For 2nd class teak wood and other class of wood shutters |
| 63 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 64 | a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 65 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : |
| 66 | a) 35 mm thick shutters. |
| 67 | i) with ISI marked M.S. pressed butt hinges bright finished of required size - Second class teak wood |
| 68 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25 mm with two chromium plated brass brackets fixed withC.P. brass screws and PVC sleeves etc., wherever necessary complete : |
| 69 | 25 mm dia |
| 70 | 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. |
| 71 | a) Fixed to steel windows by welding |
| 72 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessaryaccessories and screws etc. complete. |
| 73 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : |
| 74 | a) 300x16 mm |
| 75 | b) 250x16 mm |
| 76 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 77 | a) 250x10 mm |
| 78 | b) 200x10mm |
| 79 | Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 80 | a) 125 mm |
| 81 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 82 | a) Twin rubber stopper |
| 83 | Providing and fixing HDHMR board of approved makein cupboards, shelves, shutters with necessary screws, nails and adhesive etc. all complete as per the direction of Engineer-in-charge |
| 84 | a) 18mm thick exterior grade both side laminated board withone side decorative lamination & other side balancing lamination. |
| 85 | Providing and fixing 6mm thick HDHMR grade board of approved make in backing ofcupboards, shelves, shutters with necessary screws, nails and adhesive etc. all complete as per the direction of Engineer-in-charge |
| 86 | a) 6mm thick |
| 87 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydrarlic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. |
| 88 | Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding tape of approved quality for cuboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per direction of Engineer-in-charge. |
| 89 | Sub-Head : Steel Work |
| 90 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 91 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 92 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: |
| 93 | a) Profile B |
| 94 | i) Fixing with adjustable lugs with split end tail to each jamb. |
| 95 | b) Profile D of size 125x 60 mm withdouble rebate to suit the wooden shutter. |
| 96 | i) Fixing with adjustable lugs with split end tail to each jamb. |
| 97 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 98 | a)In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 99 | Sub-Head : Flooring |
| 100 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete. |
| 101 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kgper sqm including pointing the joints with white cement mixed with pigment of matching shade complete. |
| 102 | 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 103 | a) Size of Tile 600x600 mm |
| 104 | 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 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 105 | a) Size of Tile 600x600 mm |
| 106 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 107 | a) Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 108 | Sub-Head : Roofing |
| 109 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 110 | a) (i)Single socketed pipes. |
| 111 | i) 110 mm diameter |
| 112 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 113 | a) Coupler |
| 114 | i) 110mm |
| 115 | b) Bend 87.5° |
| 116 | i) 110 mm bend |
| 117 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 118 | a) 110 mm |
| 119 | Sub-Head : Finishing |
| 120 | 12 mm cement plaster of mix : |
| 121 | a) 1:6 (1 cement: 6 fine sand) |
| 122 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 123 | a) 1:6 (1 cement: 6 fine sand) |
| 124 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 125 | a) 12 mm cement plaster |
| 126 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 127 | a) Two or more coats on new work. |
| 128 | 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. |
| 129 | a) Two coats. |
| 130 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 131 | a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 132 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 133 | a) With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. |
| 134 | b) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 135 | Providing and applying white cement based putty of approved brand and manufacture , minimum @ 6 kg/10 sqm, over the plastered /wall surface to prepare the surface even and smooth all complete. |
| 136 | Providing and fixing 22 gauge chiken wire mesh in required size and shape 150 mm wide and fixed with Bombay nails on vertical and horizontal junctions of RCC and AAC block masonary i/c scaffholding, all leads and lifts etc. Before plastering of surface all complete as per direction of E-In-Charge. |
| 137 | Sub-Head : Sanitary Installation |
| 138 | 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: |
| 139 | a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 140 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : |
| 141 | a) W.C. pan with ISI marked white solid plastic seat and lid |
| 142 | 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: |
| 143 | a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 144 | 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 : |
| 145 | a) Kitchen sink with drain board |
| 146 | i) 510x1040 mm bowl depth 250 mm. |
| 147 | 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. |
| 148 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 149 | a) Flexible pipe |
| 150 | i) 32 mm dia |
| 151 | ii) 40 mm dia |
| 152 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 153 | Oval shape 450x350 mm (outer dimensions) |
| 154 | Providing and laying UPVC SWR pipes 110mm dia. [Type-B category] conforming to IS:13592-2013 of Supreme/ Diplast /Phenolex make, including jointing with suitable PVC adhesive complete as per the direection of Engineer in Charge. |
| 155 | Providing and laying UPVC SWR pipes fittings of Supreme/ Diplast /Phenolex make including jointing with suitable PVC adhesive complete as per the direection of engineer in Charge. |
| 156 | a) Floor Trap 110 mm |
| 157 | b) SingleTEE 110 x 110 x110 mm |
| 158 | c) Single TEE with Door Bend110 x110x110 mm |
| 159 | d) Plain Bend 110 mm |
| 160 | e) Coupler 110 mm |
| 161 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 162 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 163 | Sub-Head : Water Supply |
| 164 | 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. |
| 165 | a) 15 mm dia. nominal bore |
| 166 | b) 20 mm dia. nominal bore |
| 167 | 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 anticorrosive bitumastic paint, cutting chases and making good the wall: |
| 168 | a) 15 mm dia. nominal bore |
| 169 | b) 20 mm dia. nominal bore |
| 170 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work |
| 171 | 20 mm dia. nominal bore |
| 172 | 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 : |
| 173 | 25 to 40 mm nominal bore |
| 174 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 175 | 20 mm nominal bore |
| 176 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 177 | 20 mm nominal bore |
| 178 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 179 | a) 45 cm length |
| 180 | i) 15 mm nominal bore |
| 181 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : |
| 182 | a) 15 mm diameter pipe. |
| 183 | b) 20 mm diameter pipe. |
| 184 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) |
| 185 | a) 15 mm nominal bore |
| 186 | b) 20 mm nominal bore |
| 187 | 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. |
| 188 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: |
| 189 | 15 mm nominal bore. |
| 190 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. |
| 191 | 15 mm nominal bore. |
| 192 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. |
| 193 | 15 mm nominal bore. |
| 194 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : |
| 195 | 15mm nominal bore |
| 196 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 197 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. |
| 198 | Sub Head: Drainage |
| 199 | Providing and laying UPVC SWR pipes 110mm dia. [Type-B category] conforming to IS:13592-2013 of Supreme/ Diplast /Phenolex make, including jointing with suitable PVC adhesive complete as per the direection of Engineer in Charge. |
| 200 | 150 mm diameter |
| 201 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes/PVC pipes including bed concrete as per standard design : |
| 202 | 150 mm diameter S.W. pipe |
| 203 | a) 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 : |
| 204 | i) 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) : |
| 205 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 206 | Extra for depth for manholes |
| 207 | a) Size 90x80 cm |
| 208 | i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 209 | 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. |
| 210 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 211 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 212 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 213 | a) L D - 2.5 |
| 214 | i) Rectangular shape 600x450 mm internal dimensions |
| 215 | Sub-Head : Aluminium Work |
| 216 | 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) : |
| 217 | a) For fixed portion |
| 218 | i) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 219 | b) 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). |
| 220 | i) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 221 | 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): |
| 222 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 223 | 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. |
| 224 | With stainless steel cover plate minimum 1.25 mm thickness. |
| 225 | Providing and fixing fly proof stainless steel grade 304 wire gauge with average width of aperture 1.40 mm in both directions with wire of dia 0.50 mm to Aluminum windows, doors & ventilators all complete with with beading as per manufacturer\"s specification and direction of Engineer-in-charge. (Note :- Aluminum beading to be paid in basic frame item seprately). |
