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| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. in All kinds of soil (Code No.2.6.1) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.in Hard rock (blasting prohibited) (Code No.2.7.3) |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. in All kinds of soil (Code No.2.8.1) |
| 4 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (Code No.2.25(a)) |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil (Code No.2.26.1) |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (Code No.2.27) |
| 7 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil (Code No.2.28.1) |
| 8 | 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. (Code No.2.31) |
| 9 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. (Code No.2.32) |
| 10 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. (Code No.2.36) |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Code No.4.1.2) |
| 12 | 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) (Code No.4.1.8) |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (Code No.4.1.10) |
| 14 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) (Code No.4.10) |
| 15 | 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 :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) (Code No.5.1.2) |
| 16 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Code No.5.2.2) |
| 17 | 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). (Code No.5.3) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (Code No.5.9.1) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (Code No.5.9.2) |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (Code No.5.9.3) |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (Code No.5.9.5) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (Code No.5.9.6) |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (Code No.5.22.6) |
| 24 | 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) (Code No.6.1.1) |
| 25 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) (Code No.6.1.2) |
| 26 | 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) (Code No.6.4.1) |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) (Code No.6.4.2) |
| 28 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand) (Code No.6.12.2) |
| 29 | 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) (Code No.6.13.2) |
| 30 | P/F 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. 18 mm thick granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm (Code No.8.2.2.2) |
| 31 | P/F Ist quality ceramic glazed wall 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 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (Code No.8.31) |
| 32 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work (Code No.8.3.2) |
| 33 | 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. (Code No.8.5) |
| 34 | P/F 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:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (Code No.9.21.2) |
| 35 | P/F wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 2nd class teak wood 50x12 mm (Code No.9.40.1.1) |
| 36 | P/F M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. (Code No.9.48.2) |
| 37 | P/F 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. With second class teak wood beading 62X19 mm (Code No.9.51.1) |
| 38 | P/F ISI marked IS: 453 oxidised M.S. double acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) 150 mm (Code No.9.60.1) |
| 39 | P/F ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete (Copper oxidised as per IS 1378) 300x20x6 mm (Code No.9.65.1) |
| 40 | P/F bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm (Code No.9.75.2) |
| 41 | P/F 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. (Code No.9.83) |
| 42 | P/F bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.125 mm (Code No.9.165.1) |
| 43 | 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. (Code No.10.2) |
| 44 | P/F 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece (Code No.10.5.2) |
| 45 | 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 P/F 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.80x1.25 mm M.S. laths with 1.25 mm thick top cover (Code No.10.6.1) |
| 46 | P/F ball bearing for rolling shutters. (Code No.10.7) |
| 47 | P/F stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (Code No.10.28) |
| 48 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:1:4 (1 cement : 4 coarse sand) (Code No.11.1.1) |
| 49 | P/F glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick (Code No.11.13.1) |
| 50 | P/F 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. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile (Code No.11.21.1.1) |
| 51 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (Code No.11.39) |
| 52 | 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.Size of Tile 600x600 mm (Code No.11.41.2) |
| 53 | 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. 0.80 mm thick with zinc coating not less than 275 gm/m² (Code No.12.1.2) |
| 54 | Extra for straight cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq. deciMeter for chimney stacks, sky light etc.: 0.80 mm thick (Code No.12.2.2) |
| 55 | P/F 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. (Code No.12.52.3) |
| 56 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (Code No.13.4.1) |
| 57 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (Code No.13.4.2) |
| 58 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (Code No.13.16.1) |
| 59 | Neat cement punning. (Code No.13.18) |
| 60 | White washing with lime to give an even shade :New work (three or more coats) (Code No.13.37.1) |
| 61 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (Code No.13.41.1) |
| 62 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) (Code No.13.44.1) |
| 63 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (Code No.13.46.1) |
| 64 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) 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 with silicon additives. 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. (Code No.13.48A.1) |
| 65 | 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. (Code No.13.80) |
| 66 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour Old work (one or more coats) (Code No.13.81.1) |
| 67 | 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. One coat (Code No.13.82.1) |
| 68 | 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. Two coats (Code No.13.82.2) |
| 69 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete (Code No.13.88) |
| 70 | 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. (Code No.13.91) |
| 71 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work (Code No.13.99.1) |
| 72 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface (Code No.13.111.1) |
| 73 | 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.With cement mortar 1:4 (1cement: 4 coarse sand) (Code No.14.1.2) |
| 74 | 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.Door chowkhats (Code No.14.2.1) |
| 75 | 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.Window chowkhats (Code No.14.2.2) |
| 76 | Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. (Code No.14.3) |
| 77 | 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.For door/ window/ clerestory window (Code No.14.4.1) |
| 78 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) (Code No.14.5.2) |
| 79 | Renewing glass panes, with wooden fillets wherever necessary:Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) (Code No.14.6.2) |
| 80 | Supplying and fixing new wooden fillets wherever necessary:2nd class teak wood fillets (Code No.14.8.1) |
| 81 | Renewal of old putty of glass panes (length) (Code No.14.9) |
| 82 | Refixing old glass panes with putty and nails (Code No.14.10) |
| 83 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. (Code No.14.76) |
| 84 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. (Code No.14.82) |
| 85 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (Code No.15.2.2) |
| 86 | 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. (Code No.15.3) |
| 87 | 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. In cement mortar (Code No.15.7.4) |
| 88 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar (Code No.15.8.3) |
| 89 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below (Code No.15.12.1) |
| 90 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm (Code No.15.23.1) |
| 91 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. (Code No.15.36) |
| 92 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 75 to 80 mm dia pipe (Code No.15.42.1) |
| 93 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. (Code No.15.52) |
| 94 | 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. (Code No.15.56) |
| 95 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (Code No.15.60) |
| 96 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire (Code No.16.18.1) |
| 97 | P/F pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) (Code No.16.45) |
| 98 | P/F concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (Code No.16.53) |
| 99 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (Code No.16.68) |
| 100 | P/F 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. Made of G.I. wire of dia 4 mm (Code No.16.70.1) |
| 101 | Providing and laying C.C. pavement of mix M-20 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Code No.16.76) |
| 102 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (Code No.16.78.1) |
| 103 | P/F water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (Code No.17.1.1) |
| 104 | P/F white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid (Code No.17.2.1) |
| 105 | P/F 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 : W.C. pan with ISI marked white solid plastic seat and lid (Code No.17.3.1) |
| 106 | P/F white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Code No.17.4.1) |
| 107 | P/F 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 : Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern (Code No.17.4.2) |
| 108 | P/F 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: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap (Code No.17.7.2) |
| 109 | P/F 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: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap (Code No.17.7.4) |
| 110 | P/F wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. (Code No.17.7B) |
| 111 | P/F white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. (Code No.17.8) |
| 112 | P/F 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: White glazed fire clay kitchen sink of size 600x450x 250 mm (Code No.17.9.1) |
| 113 | P/F Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 610x510 mm bowl depth 200 mm (Code No.17.10.2.1) |
| 114 | P/F Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 610x460 mm bowl depth 200 mm (Code No.17.10.2.2) |
| 115 | P/F white vitreous china water closet squatting pan (Indian type) : Long pattern W.C. pan of size 580 mm (Code No.17.13.1) |
| 116 | P/F white vitreous china water closet squatting pan (Indian type) : Orissa pattern W.C. pan of size 580x440 mm (Code No.17.13.2) |
| 117 | P/F white vitreous china pedestal type (European type/ wash down type) water closet pan. (Code No.17.15) |
| 118 | P/F 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. (Code No.17.16A) |
| 119 | P/F a pair of white vitreous china foot rests of standard pattern for squatting pan water closet : 250x130x30 mm (Code No.17.17.1) |
| 120 | P/F P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - White (Code No.17.18.1) |
| 121 | P/F solid plastic seat with lid for pedestal type W.C. pan complete : White solid plastic seat with lid (Code No.17.20.1) |
| 122 | P/F G.I. inlet connection for flush pipe connecting with W.C. pan. (Code No.17.22) |
| 123 | P/F CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (Code No.17.22A) |
| 124 | P/F white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. (Code No.17.23) |
| 125 | P/F white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. (Code No.17.24) |
| 126 | P/F white vitreous china wash basin including making all connections but excluding the cost of fittings : Flat back wash basin of size 630x450 mm (Code No.17.25.1) |
| 127 | P/F white vitreous china wash basin including making all connections but excluding the cost of fittings : Flat back wash basin of size 550x400 mm (Code No.17.25.2) |
| 128 | P/F white vitreous china wash basin including making all connections but excluding the cost of fittings :P/F white vitreous china wash basin including making all connections but excluding the cost of fittings : Surgeon type wash basin of size 660x460 mm (Code No.17.25.6) |
| 129 | P/F kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250 mm (Code No.17.26.1) |
| 130 | P/F white vitreous china laboratory sink including making all connections excluding cost of fittings : Size 450x300x150 mm (Code No.17.27.1) |
| 131 | P/F P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia (Code No.17.28.1.1) |
| 132 | P/F P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40 mm dia (Code No.17.28.1.2) |
| 133 | P/F 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. (Code No.17.31) |
| 134 | P/F soil, waste and vent pipes :100 mm dia Sand cast iron S&S pipe as per IS: 1729 (Code No.17.35.1.1) |
| 135 | P/F soil, waste and vent pipes :100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 (Code No.17.35.1.2) |
| 136 | P/F PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms (Code No.17.69.1) |
| 137 | P/F PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms (Code No.17.69.2) |
| 138 | P/F PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms (Code No.17.70.1) |
| 139 | P/F PTMT Bottle Trap for Wash basin and sink. Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms (Code No.17.70.2) |
| 140 | P/F PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. (Code No.17.71) |
| 141 | P/F PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 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 (Code No.17.73.1) |
| 142 | P/F 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. (Code No.17.78) |
| 143 | P/F 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. (Code No.17.81) |
| 144 | P/F 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 15 mm nominal dia Pipes (Code No.18.7.1) |
| 145 | P/F 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 20 mm nominal dia Pipes (Code No.18.7.2) |
| 146 | P/F 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 25 mm nominal dia Pipes (Code No.18.7.3) |
| 147 | P/F 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 40 mm nominal dia Pipes (Code No.18.7.5) |
| 148 | P/F 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 wall50 mm nominal dia Pipes (Code No.18.7.6) |
| 149 | P/F 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. 15 mm nominal dia Pipes (Code No.18.8.1) |
| 150 | P/F 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. 20 mm nominal dia Pipes (Code No.18.8.2) |
| 151 | P/F 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. 25 mm nominal dia Pipes (Code No.18.8.3) |
| 152 | P/F 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. 32 mm nominal dia Pipes (Code No.18.8.4) |
| 153 | P/F 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 work15 mm nominal dia Pipes (Code No.18.9.1) |
| 154 | P/F 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 20 mm nominal dia Pipes (Code No.18.9.2) |
| 155 | P/F 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 25 mm nominal dia Pipes (Code No.18.9.3) |
| 156 | P/F 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 32 mm nominal dia Pipes (Code No.18.9.4) |
| 157 | P/F 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 40 mm nominal dia Pipes (Code No.18.9.5) |
| 158 | P/F 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 50 mm nominal dia Pipes (Code No.18.9.6) |
| 159 | P/F 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 65 mm nominal dia Pipes (Code No.18.9.7) |
| 160 | P/F 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 80 mm nominal dia Pipes (Code No.18.9.8) |
| 161 | P/F G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 15 mm dia nominal bore (Code No.18.10.1) |
| 162 | P/F G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 20 mm dia nominal bore (Code No.18.10.2) |
| 163 | P/F G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 25 mm dia nominal bore (Code No.18.10.3) |
| 164 | P/F G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 32 mm dia nominal bore (Code No.18.10.4) |
| 165 | P/F G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 40 mm dia nominal bore (Code No.18.10.5) |
| 166 | P/F G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 50 mm dia nominal bore (Code No.18.10.6) |
| 167 | P/F 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 : 15 mm dia nominal bore (Code No.18.11.1) |
| 168 | P/F 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 : 20 mm dia nominal bore (Code No.18.11.2) |
| 169 | P/F G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 15 mm dia nominal bore (Code No.18.12.1) |
| 170 | P/F G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore (Code No.18.12.2) |
| 171 | P/F G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25 mm dia nominal bore (Code No.18.12.3) |
| 172 | P/F G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 32 mm dia nominal bore (Code No.18.12.4) |
| 173 | P/F G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 mm dia nominal bore (Code No.18.12.5) |
| 174 | P/F G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bore (Code No.18.12.6) |
| 175 | P/F G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 65 mm dia nominal bore (Code No.18.12.7) |
| 176 | P/F G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore (Code No.18.12.8) |
| 177 | Making connection of G.I. distribution branch with G.I. main of following sizes by P/F tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore (Code No.18.13.1) |
| 178 | Making connection of G.I. distribution branch with G.I. main of following sizes by P/F tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore (Code No.18.13.2) |
| 179 | P/F brass bib cock of approved quality : 15 mm nominal bore (Code No.18.15.1) |
| 180 | P/F brass bib cock of approved quality : 20 mm nominal bore (Code No.18.15.2) |
| 181 | P/F brass stop cock of approved quality : 15 mm nominal bore (Code No.18.16.1) |
| 182 | P/F brass stop cock of approved quality : 20 mm nominal bore (Code No.18.16.2) |
| 183 | P/F gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore (Code No.18.17.1) |
| 184 | P/F gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore (Code No.18.17.1A) |
| 185 | P/F gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. (Code No.18.17.2) |
| 186 | P/F gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore (Code No.18.17.3) |
| 187 | P/F gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore (Code No.18.17.4) |
| 188 | P/F gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore (Code No.18.17.5) |
| 189 | P/F gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore (Code No.18.17.6) |
| 190 | P/F ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore (Code No.18.18.1) |
| 191 | P/F ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore (Code No.18.18.2) |
| 192 | P/F ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore (Code No.18.18.3) |
| 193 | P/F gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore Vertical (Code No.18.19.1.2) |
| 194 | P/F gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore Vertical (Code No.18.19.2.2) |
| 195 | P/F brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore (Code No.18.20.1) |
| 196 | P/F brass ferrule with C.I. mouth cover including boring and tapping the main : 20 mm nominal bore (Code No.18.20.2) |
| 197 | P/F brass ferrule with C.I. mouth cover including boring and tapping the main : 25 mm nominal bore (Code No.18.20.3) |
| 198 | P/F uplasticised PVC connection pipe with brass unions : 30 cm length 15 mm nominal bore (Code No.18.21.1.1) |
| 199 | P/F uplasticised PVC connection pipe with brass unions : 30 cm length 20 mm nominal bore (Code No.18.21.1.2) |
| 200 | P/F uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore (Code No.18.21.2.1) |
| 201 | P/F uplasticised PVC connection pipe with brass unions : 45 cm length 20 mm nominal bore (Code No.18.21.2.2) |
| 202 | P/F C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter (Code No.18.22.1) |
| 203 | P/F C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter (Code No.18.22.2) |
| 204 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 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 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (Code No.18.32.1) |
| 205 | P/F G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 15 mm nominal bore (Code No.18.46.1) |
| 206 | P/F G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20 mm nominal bore (Code No.18.46.2) |
| 207 | P/F G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 25 mm nominal bore (Code No.18.46.3) |
| 208 | P/F G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 32 mm nominal bore (Code No.18.46.4) |
| 209 | P/F G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 40 mm nominal bore (Code No.18.46.5) |
| 210 | P/F G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm nominal bore (Code No.18.46.6) |
| 211 | P/F G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 65 mm nominal bore (Code No.18.46.7) |
| 212 | P/F G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 80 mm nominal bore (Code No.18.46.8) |
| 213 | P/F 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 : 15 mm nominal bore (Code No.18.47.1) |
| 214 | P/F 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 : 20 mm nominal bore (Code No.18.47.2) |
| 215 | P/F 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 : 25 mm nominal bore (Code No.18.47.3) |
| 216 | P/F 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 : 32 mm nominal bore (Code No.18.47.4) |
| 217 | P/F 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 : 40 mm nominal bore (Code No.18.47.5) |
| 218 | P/F 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 : 50 mm nominal bore (Code No.18.47.6) |
| 219 | P/F 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 : 65 mm nominal bore (Code No.18.47.7) |
| 220 | P/F 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 : 80 mm nominal bore (Code No.18.47.8) |
| 221 | P/F rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. (Code No.18.48A) |
| 222 | P/F C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore (Code No.18.49.1) |
| 223 | P/F C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore (Code No.18.50.1) |
| 224 | P/F C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore (Code No.18.51.1) |
| 225 | P/F C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore (Code No.18.52.1) |
| 226 | P/F C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore (Code No.18.53.1) |
| 227 | P/F C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (Code No.18.53A) |
| 228 | P/F unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 45 cm length (Code No.18.74.2) |
| 229 | P/F PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 15 mm nominal bore, weighing not less than 32 gms (Code No.18.75.1) |
| 230 | P/F PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 20 mm nominal bore, weighing not less than 40 gms (Code No.18.75.2) |
| 231 | 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. (Code No.18.77) |
| 232 | 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 (Code No.19.20) |
| 233 | P/F 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) : For shutters of doors, windows & ventilators including P/F 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) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (Code No.21.1.2.1) |
| 234 | P/F 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) : For shutters of doors, windows & ventilators including P/F 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) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) (Code No.21.1.2.3) |
| 235 | P/F 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): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) (Code No.21.3.1) |
| 236 | P/F 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): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) (Code No.21.3.2) |
| 237 | P/F 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. With brass cover plate minimum 1.25 mm thickness (Code No.21.4.2) |
| 238 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5mm depth and 5 mm width (Code No.21.8.1) |
| 239 | P/F 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. Anodized (AC 15 ) aluminium tubular handle bar (Code No.21.12.1) |
| 240 | P/F 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. Powder coated minimum thickness 50 micron aluminium tubular handle bar (Code No.21.12.2) |
| 241 | P/F aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. Polyester powder coated minimum thickness 50 micron aluminium (Code No.21.15.3) |
| 242 | P/F aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-char Anodized (AC 15 ) aluminium (Code No.21.16.1) |
| 243 | P/F aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-char Powder coated minimum thickness 50 micron aluminium (Code No.21.16.2) |
| 244 | P/F 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). (Code No.21.17) |
| 245 | Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 Upto 10 mm depth and 10 mm width (Code No.21.19.2) |
| 246 | 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) 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). (Code No.22.3) |
| 247 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (Code No.22.7.1) |
| 248 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (Code No.23.12) |
| 249 | P/F M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp (Code No.23.14.2) |
| 250 | P/F M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp (Code No.23.14.3) |
| 251 | Supplying and drawing following 3 x 2.5 sq. mm sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. (Code No.27.22) |
| 252 | Supplying and drawing following 3 x 4 sq. mm sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. (Code No.27.23) |
| 253 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C (Code No.27.01) |
| 254 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet (Code No.27.02) |
| 255 | Supplying and fixing of 20 mm of medium class PVC conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. (Code No.27.03) |
| 256 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (Code No.27.05) |
| 257 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 4 sq. mm + 1 X 4 sq. mm earth wire (Code No.27.06) |
| 258 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole (Code No.27.1) |
| 259 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps (Code No.27.11) |
| 260 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door (Code No.27.13) |
| 261 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. (Code No.27.15) |
| 262 | P/F circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR Civil 10.18) (Code No.10.18) |
| 263 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm) (Code No.27.16) |
| 264 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm) (Code No.27.18) |
| 265 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm) (Code No.27.19) |
| 266 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 12 Module (200mmX150mm) (Code No.27.21) |
| 267 | Concrete work with 40 mm gauge brick ballast obtained from breaking brick bats (brick bats supplied by the department free of cost), coarse sand and cement in proportion of 12:6:1 in foundations and under floors, including cost of all labour, materials, T&P etc required for proper completion of work. ( CSI-5.20 ) |
| 268 | Brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete. ( CSI-6.18 ) |
| 269 | Supply and filling brick bat in soak pit including all labour,material and T&P etc complete. (for 01 soak pit) ( CSI-6.23 ) |
| 270 | Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing the same over the wooden door shutters with nails with all material, labour and T&P. ( CSI-8.60 ) |
| 271 | Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. ( CSI-9.14 ) |
| 272 | Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . ( CSI-9.15 ) |
| 273 | Fixing of Pale fencing alongwith horizontal runner and pales with 6 mm dia. 30 mm long galvanized iron bolts and nuts with washer in true alignment and level between the vertical post already grouted as per direction of I/C. ( CSI-9.19 ) |
| 274 | Grouting of vertical or inclined post of pale/chain/security fencing in true level, alignment and in plumb or inclination as required, including cost of all labour, materials and T&P required for proper completion of work. ( Post and concrete for grouting shall be measured separately) ( CSI-9.28 ) |
| 275 | Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only) . ( CSI-9.30 ) |
| 276 | Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only). ( CSI-9.32 ) |
| 277 | Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). ( CSI-9.33 ) |
| 278 | Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. ( CSI-11.16 ) |
| 279 | Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. ( CSI-11.18 ) |
| 280 | 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC ( CSI-12.26 ) |
| 281 | As in CSI No.-12.26 above but 4.0 cm thick floor in 1:1.5:3 concrete with out base concrete. ( CSI-12.28 ) |
| 282 | Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position ( CSI-13.28 ) |
| 283 | Dismantling of existing pale / security / chain link fencing including post and stacking properly as per direction of the Engineer - in - charge. Including all labour and T&P etc. required for proper completion of the work. ( CSI-15.13 ) |
| 284 | Dismantling of dry B.O.E. Floor and proper stacking of dismantled bricks as per direction of E/C. up to 60 m lead. ( CSI-15.16 ) |
| 285 | Dismantling and re-laying of dry B.O.E. floor including cost of all labour and T&P required for proper completion of work.(labour rates only) ( CSI-15.18 ) |
| 286 | Opening and taking out of M.S. column pipe from Tubewell, including all labour,T&P etc. required for proper completion of the work. 80/65/50/40/32 mm dia. ( CSI-19.26 a ) |
| 287 | Lowering of M.S. column pipe in tubewell including supply of nuts, and bolts, packing and also carriage of pipe from workshop to site including all labour, T&P etc. required for proper completion of the work. 80/65/50/40/32 mm dia. ( CSI-19.27 ) |
| 288 | Supply and installation of 5H.P. Kirloskar or equivalent make single stage, horizontal, self priming,three phase dewatering pumpset of specification Head 14/16 M, Discharge 13.6/10 LPS, solid handle size 15.5 mm, suction 80 mm, delivery 80 mm, RPM 1500 including cost of 80 mm dia G.I. pipe for suction (3M) and delivery (4.5 M). ( CSI-19.29 ) |
| 289 | Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. b) for 1.5/ 2 H.P pump set single phase( CSI-19.31 b ) |
| 290 | Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. c) for 3 H.P pump set single phase( CSI-19.31 c ) |
| 291 | Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. d) for 5 H.P pump set three phase( CSI-19.31 d ) |
| 292 | Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. e) for 7.5 H.P pump set three phase( CSI-19.31 e ) |
| 293 | Supply & Installation of submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. b) 1.5 HP outlet 40mm dia. or more, Head 71/36, Discharge 2000/6000 LPH( CSI-19.32 b ) |
| 294 | Supply & Installation of submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. c) 2 HP outlet 40mm dia. or more, Head 89/45, Discharge 2000/6000 LPH( CSI-19.32 c ) |
| 295 | Supply & Installation of submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. d) 3 HP outlet 50 mm dia. or more, Head 60/24, Discharge 6000/14000 LPH( CSI-19.32 d ) |
| 296 | Supply & Installation of submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. e) three phase 5 HP outlet 50 mm dia. or more, Head 60/24, Discharge 9000/24000 LPH( CSI-19.32 e ) |
| 297 | Supply & fixing of steel wire rope for submersible pump including cost of labour, T&P and material required for completion of work. ( CSI-19.34 ) |
| 298 | Cleaning panes of glass with spirit of caustic soda including supply of all materials,labour and T&P etc.required for proper completion of the work. ( CSI-20.09 ) |
| 299 | Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. ( CSI-20.11 ) |
| 300 | Cleaning of septic tank including disposal of waste out side the UPPCL area as per direction of the Engineer-in-charge including cost of all labour,T&P etc.required for proper completion of the work.( CSI-20.12 ) |
| 301 | Same as in CSI-20.12 above but for inspection chamber..( CSI-20.13 ) |
| 302 | Cleaning of main drain or width more than 300 mm.including disposal of waste refuses sludge out side the board's area including washing and cleaning by clean water completely as per direction of the Engineer-in-charge including cost of all labour,T&P etc.required for proper completion of the work.( CSI-20.14 ) |
| 303 | Same as above inCSI-20.14 but for drain of width less than 300 mm. ( CSI-20.15 ) |
| 304 | Cleaning and opening of chocked W.C./ bath / kithchen pipe line including opening and refixing of chamber cover including washing etc. complete.(Analysis based on NBO - 11 25.020.( CSI-20.19 ) |
| 305 | Opening, cleaning, overhauling, oiling and greasing of defective rolling shutter and also re setting of its springs for its smooth functioning including cost of all materials, labour and T&P etc.( Approx. size of shutter 2x2.5) ( CSI-20.20 ) |
| 306 | S/laying chicken mesh of (20 mm.)hexagonal heavy quality over roofs of joints of roof as per direction of the Engineer - in - charge.( CSI-20.21 ) |
| 307 | Cleaning of existing pipe line of different dia. ranging from 4\\" to 2\\" dia. including digging trenches and refilling, opening of pipes, cleaning of pipes, cutting, threading, if required fixing and including making good the road, wall etc as directed by the engineer I/C.( CSI-20.26 ) |
| 308 | Cleaning of existing water pipe line of different dia up to 2\\" dia including digging trenches and refilling,opening and cleaning of pipes,cutting,threading,if required fixing and including making good the road and wall etc. as directed by the Engineer in charge.( CSI-20.26 b ) |
| 309 | Cleaning of R.C.C. over head tank up to capacity of one lac. Liters and chlorinating with bleaching power mixed to water as per direction of Engineer - in - charge complete.( CSI-20.27 ) |
| 310 | Extraction of defective VT submersible pumps and motor with 60\\" x 90\\" column pipe and then lowering of the repaired pump and motor with pipe and testing the same including checking main cut-out fuse and operation of Tube well for 24 hours fo rits smooth working with all cost of materials,labour and T&P etc required for the proper completion of the work.( CSI-20.28 ) |
| 311 | Supply and mixing bleaching powder in over head tank as required or as directed by Engineer - in - charge.( CSI-20.29 ) |
| 312 | Attending to petty maintenance service like plumbing service,welder service, mansion service and carpenter service required as below. (Job attending by one no. Plumber/welder/mason /carpenter with one no. helper per hour or part of an hour.)( CSI-22.18 ) |
| 313 | Supply and sprinkling of lime in all drains of colony and water logged area including cost of all labour,materials,and T&P etc, as required for proper completion of the work.( CSI-22.19 ) |
| 314 | Cleaning and sweeping of roof of residence as and when required including uprooting of rank vegetation and disposal of the garbage upto 50 M.( CSI-22.20 ) |
| 315 | Cleaning of toilets of non-residential buildings including cost of detergent powder,horpic phenyl and suitable acid etc. as required for proper completion of the work.( CSI-22.22 ) |
| 316 | P/F SLUICE VALVE, CI 80 mm dia. WITH Wheel. ISS:780 & ISS: 2906 class - I, 'MEC' make, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. ( CSI-26.11 ) |
| 317 | P/F of 200 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. ( CSI-26.24 ) |
| 318 | P/F of 150 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. ( CSI-26.25 ) |
| 319 | P/F soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. ( CSI-27.19 ) |
| 320 | Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. a) 75 mm Dia.( CSI-27.29 a ) |
| 321 | Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. c) 110 mm Dia.( CSI-27.29 c ) |
| 322 | P/F SWR, PVC ( Finolex or equivalent ) Bends including cost of all materials, labour and T&P etc required for proper completion of the work. 75mm dia( CSI-27.30 a ) |
| 323 | P/F SWR, PVC ( Finolex or equivalent ) Bends including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia( CSI-27.30 c ) |
| 324 | P/F SWR, PVC ( Finolex or equivalent )Trap including cost of all materials, labour and T&P etc required for proper completion of the work. 75 mm dia( CSI-27.31 a ) |
| 325 | P/F SWR, PVC ( Finolex or equivalent )Trap including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia( CSI-27.31 c ) |
| 326 | P/F SWR, PVC ( Finolex or equivalent ) Socket including cost of all materials, labour and T&P etc required for proper completion of the work. 75 mm dia( CSI-27.32 a ) |
| 327 | P/F SWR, PVC ( Finolex or equivalent ) Socket including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia( CSI-27.32 c ) |
| 328 | P/F SWR, PVC ( Finolex or equivalent ) Coupler including cost of all materials, labour and T&P etc required for proper completion of the work. 75 mm dia( CSI-27.33 a ) |
| 329 | P/F SWR, PVC ( Finolex or equivalent ) Coupler including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia( CSI-27.33 c ) |
| 330 | P/F SWR, PVC ( Finolex or equivalent ) plain Tee including cost of all materials, labour and T&P etc required for proper completion of the work. 75 mm dia( CSI-27.34 a ) |
| 331 | P/F SWR, PVC ( Finolex or equivalent ) plain Tee including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia( CSI-27.34 c ) |
| 332 | P/F SWR, PVC ( Finolex or equivalent ) Door Tee including cost of all materials, labour and T&P etc required for proper completion of the work. 75 mm dia( CSI-27.35 a ) |
| 333 | P/F SWR, PVC ( Finolex or equivalent ) Door Tee including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia( CSI-27.35 c ) |
| 334 | P/F SWR, PVC ( Finolex or equivalent ) Door “Y” including cost of all materials, labour and T&P etc required for proper completion of the work. 75 mm dia( CSI-27.36 a ) |
| 335 | P/F SWR, PVC ( Finolex or equivalent ) Door “Y” including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia( CSI-27.36 c ) |
| 336 | S/F full way 63/65 mm dia Fire hydrant Gun Metal Gate Valve heavy quality including supply of all labour , material andT & P for proper completion of work ( CSI-28.03 ) |
| 337 | P/F Male & Female coupling 63/65 mm dia. Gun metal BSI marked confirming to IS:903 heavy quality including supply of all labour , material and T & P for proper completion of work ( CSI-28.04 ) |
| 338 | P/F Short Branch pipe Gun Metal BSI marked heavy quality including supply of all labour , material and T & P for proper completion of work. ( CSI-28.05 ) |
| 339 | P/F 63 mm dia RLL Hose Pipe heavy quality having length 15.0 m including supply of all labour , material andT & P for proper completion of work. ( CSI-28.06 ) |
| 340 | P/F MS Hose Box Single Door with stand for 15 mt RRL Hose heavy quality including supply of all labour , material andT & P for proper completion of work. ( CSI-28.07 ) |
| 341 | Placing of 10 KL PVC Tank over slab of 6 m staging including supply of all labour , material andT & P for proper completion of work.( CSI-28.08 ) |
| 342 | Supply and Fixing of 3 blade wall fan of Havells platina 400 mm or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge.( CSI-28.37 ) |
| 343 | Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. ( CSI-28.40 ) |
| 344 | Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.( CSI-28.41 ) Please Enable Macros to View BoQ information Special Condition :- |
| 345 | Tenderer are required to quote their offer as above / at par / below in estimated cost. |
| 346 | The rates are to be filled up in figures and words both. |
| 347 | The offer rates shall remain firm (not variable) for entire execution period. |
| 348 | Departmental rates are exclusive of GST. Rates quoted by firm shall exclude GST which will be borne by department as per applicable rules. |
| 349 | In case of any discrepancy between the language of the items of bill of quantity and that of PWD the later shall prevail. |
| 350 | Tenders are advised to visit the site of work and make themselves acquainted with the site conditions. No claim whatsoever shall be entertained after submission of tender. |
| 351 | After awarding / allotting the tender to L-1 by Committee the Contractor have to deposit the performance guarantee security amount for doing agreement. |
| 352 | All above works shall be executed as per U.P.P.W.D/ U.P.P.T.C.L. specification or as directed by Engineer-In-charge. |
| 353 | The work may be carried in energized s/s area having high voltage installations contractor must employee trained Supervisor & Labour to work in such electrical hazardous area. All risk to men & materials shall be contractor’s responsibility. |
| 354 | All materials shall be arranged by the contractor’s at his own cost. |
| 355 | No handling charges of T&P and labour will be paid for extended period of contract, if any. |
| 356 | Rates quoted by Tenderer will remain firm till completion of scope of work of contract. |
| 357 | Contractor shall register his labour engaged in construction work in the office of Dy. Labour Commissioner ¼Hkou ,oa vU; lfUuekZ.k deZdkj ¼fu;kstu rFkk lsok ‘krZ fofu;eu½ vf/kfu;e 1996. |
| 358 | MS Scrap received against dismantled RCC/RB work will be issued to the contractor as per current departmental approved rate. |
| 359 | Brick bats recovered against dismantled brick work will be issued to the contractor @ Rs. 1103.00/Cum. |
| 360 | Testing of material if any, required expenditure shall be borne by the contractor. Nothing shall be paid extra by the department. |
| 361 | Contractor has to made available 12 No cube at site and will frequently fill the cube at site. Accordingly cube test report will be submitted by contractor at his own cost. Final bill of work will be paid to contractor only after he will submit all satisfactory test result from authorized lab. |
| 362 | The contractor should have all related T&P like as concrete mixture, Needle & Surface vibratory, Slump test equipment & survey equipment etc. |
| 363 | Contractor has to put up all relevant drawing to SE (Civil) Prayagraj for approval at his own cost; nothing shall be paid extra for it. |
| 364 | As per G.O No. 622/23-12-2012-2. Audit/08 TC dt. 08 June 2012, Contractor has to deposit extra Security/ Performance guarantee, if the tendered rates are found below to the department rates. |
| 365 | As per section 171 of CGST Act, 2017 Any reduction in rate of tax on any supply of goods or service or the benefit of input tax credit shall be passed on the recipient by way of commensurate reduction in prices. Hence supplier/manufacturer to ensure to pass the benefit of reduced prices to UPPTCL, Further price quoted by supplier/Manufacturer is subject to scrutiny under above section” |
| 366 | Security of work will be released after six month from the date of completion of the work if no defect has been found after six month. |
| 367 | All the civil work carried out in potable water on contractor own cost. No Payment will made by department. However in case of departmental water supply 1.5% deduction will be made from contractor’s bill for water charges for the item which involve water consumption. |
| 368 | The bill Processing / Payment will be done according to existing ERP System. The contractor should registered his firm on ERP System for Vender Id at his own Cost. |
| 369 | If Tender has been cancelled after inviting due to any reason between tender call to final process, the tender cost will not refund to contractor, only EMD Will be refunded to Firm. Name ……………………………..………..... Full Postal Address:………………………. ………………………………………………….. Phone No……………….. Mob. No………… |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
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