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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-10-2025 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 09-10-2025 |
| 2 | 27-09-2025 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 04-10-2025 |
| Sl. No. | Item Description |
| 1 | M&L for complete removal of existing treatment of any thickness laid over RCC/Roof chajja cleaning and washing of roof with water to remove dust etc as preparation to receive treatment, brooming down or steel wire brushing, scraping down smoke soot, mouls, moss and efflorescent salts and treating oil and greasy spots complete all as specified and as directed by Engineer in Charge. |
| 2 | M&L for PCC in roof pading, coving,filling and mass concrete type C-1,1:3:6 (using 20mm graded stone aggregate)complete all as specified and as directed by Engineer in Charge. |
| 3 | M&L for screed/ plastering 10 mm thick onconcrete surface in CM 1:4, finishing the surface even and smooth without using extra cement, including mixing only liquid water proofing compoundas per manufacture instruction complete all as specified and as directed by Engineer in Charge.Note WPC will be measured & paid separately. |
| 4 | Supply only integral water proofing chemical @ 200ml/Bag of cement complete all as specified and as directed by Engineer in Charge. |
| 5 | M&L for water proofing treatment to RCC roof slab complete all as specified and as directed by Engineer in Charge:-(a) Apply one coat of glass fibre base bitumen felt primer, grade 2 @ 0.25 Kg/Sqm.(b)Laying APP based ploymeric membrane 3mm thick, minimum wt 3.00 kg/Sqmreinforced with polyester non-wove fabric (weighing not less than 150gms/Sqm ) laid on primed roofs & flashing by forced application using Butane torch, and sealing all joints It shall be laid by torch application having side over lap 75 mm and at the end 100 mm, all overlaps and joints shall be sealed by torch application, complete all as specified and as directed. |
| 6 | M&L for waterproofing treatment by water proofing liquid after proper cleaning of the new surface free of dust and applying the first coat (By Brush only)@ 4-4.5 Sqmt/Lit , allowing it to dry for 24 hrs and applying the second coat over it on horizontal and vertical surface complete all as specified and as directed by Engineer in Charge. Note: Application shall be carried out through authorised applicator of manufacturer only and as per guidelines of Manufacturer strictly. Make: Sunshield 100 of M/s Choksey, FOSROC or equivalent |
| 7 | Dismantling wall and ceiling board (fibre, pulp, insulation, etc.) or insulation boards/slabs/blankets, any thickness, including cover filletsand assesories etc complete all as specified and as directed by Engineer in Charge. |
| 8 | S&F 600x600mmx4mm thick false ceiling of Non esbestos fibre cement building boards (E Board) and includingGI snap grid frame workof T section (main & cross member) of size 25 mm x 25 mm x 1.5 mm thick in square pattern of grid size 605mm X 605mm . The GI frame work will be supported on side wall with the use of GI \"L\" section of size 25 mm x 25 mm x 1.5 angles etc. Snap grid shall be supported with hangers of 4 mm dia. Galvanised iron wire adjusting level fixed to roof slabs / truss etc by means of ceiling cleats made out of Galvanised iron flat of size 40 x 3 mm size 60 mm long and expansion hold fasteners 12.5 mm dia 40 mm long,complete all as specifiedas directed by the Engineer-in-Charge. |
| 9 | S&FGypsum Board 12mm thick in ceiling fixed with screw, incl any sunk or raised moulding as per manufacturers instructions and applying two coat of OBD over two coat of wall care putty complete all as specified and as directed by Engineer in Charge. |
| 10 | S&f Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre complete all as specified and as directed by Engineer in Charge. |
| 11 | Supply & Fix 06 mm thick plain, multicavity poly carbonate sheet (coloured) in roof covering, fixed with and including aluminium fillets at joints and aluminium angles at the end, fixed with self drilled screws and standard fittings, fixtures and accessories in repair complete all as specified and as directed by Engineer in Charge and as per manufacturer\"s instructions. |
| 12 | Dismantling wrought iron or mild steelwork of any description not otherwise provided for complete all as specified and as directed by Engineer in Charge. |
| 13 | S & FSteel work in tubular/rectangular MS Pipe such as vertical post,trusses, rafter, purlins etc. including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S. 1161-1998 grade St-240 in repair complete all as specified as directed by Engineer-in-Charge |
| 14 | S&FPlates (Plain or chequered) channels,squarecut or notched (ordinary and counter sunk) forming holes, w/o any attachment conforming to FE-410-W( Gde-E-250 )quality -A in repair complete all as specified and as directed by Engineer in Charge. |
| 15 | M&L for preparation of new steel surfaces over 10 cm in width or girth and applying two coat of synthetic enamel paint over one coat of red oxide complete all as specified and as directed by Engineer in Charge. |
| 16 | Demolition of brick / stone / PCC block masonry / RCC Jalli fixed in cement mortar including all quoins, pillars, arches etc complete all as specified and as directed by Engineer in Charge. |
| 17 | M&L for providing precast cement concrete (1:5:8) (using 20mm graded stone aggregate) solid building blocks exe 10 cm thick, in width (with plain or inter locking joints as directed) setting in CM 1:6 complete in wall or pillars complete all as specified and as directed by Engineer in Charge. |
| 18 | Taking down cement plaster in cement or cement lime mortar on brick or stone walls etc. including raking out joints, hacking for key, scrubbing down with water etc, including removal of debries to a distance exc 1.5 km but n.exc 2 Km, complete all as specified and as directed by Engineer in Charge. |
| 19 | M&L for rendering 15 mm thick on stone masonary/brick / concrete surface of walls in cement mortar 1:6 complete all as specified and as directed by Engineer in Charge. |
| 20 | M &L 2 coats of oil bound distemper on new surfaces of walls including preparation to distempering to match with existing work complete all as specified and as directed by Engineer in Charge. |
| 21 | M&L for rendering 15 mm thick on stone masonary/brick / concrete surface of walls in cement mortar 1:4 complete all as specified and as directed by Engineer in Charge. |
| 22 | M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungalesistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfacescomplete all as specified and as directed by Engineer in Charge. |
| 23 | Dismantling of floor, hearth or wall tiling or stone slab laid, bedded & pointed in any mortar including demolition of cement mortar bedding or backing coat, including removal of debries to a distance exc 1.5 km but n.exc 2 Km complete all as specified and as directed by Engineer in Charge. |
| 24 | Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc complete all as specified and as directed by Engineer in Charge. |
| 25 | M&L Rendering 10mm thick in CM 1:4 on on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing for skirting/dado etc complete all as specified and as directed by Engineer in Charge. |
| 26 | M&L for Screed bed or bedding layer of mortar 15 mm thick for laying floor finishes in CM 1:6 complete all as specified and as directed by Engineer in Charge. |
| 27 | M&L for Glazed ceramic tiles in vertical surface 350x 250x 7 mm/ 450X 300X 7 mm thick set andjointed in neat cement slurry and pointed in white or colour cement to match complete all as specified and as directed by Engineer in Charge. |
| 28 | M&L for Non skid, coloured ceramic tiles 7 to 8 mm thick (Square / rectangular) polished area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors etc laid over and pointed with coloured cement to match the tiles complete all as specified and as directed by Engineer in Charge. |
| 29 | M&L for Non skid, ceramic tiles 7 to 8 mm thick (Square / rectangular) polished area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm as in floors /skirting etc laid over and pointed with coloured cement to match the tiles complete all as specified and as directed by Engineer in Charge. |
| 30 | M&L for light shade Vitrified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors/skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed by Engineer in Charge. |
| 31 | M&L for light shade Vitrified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tilesexceeding 0.42 sqm but not exceeding 1 sqm, in floors /skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed by Engineer in Charge. |
| 32 | M&L Green Marble work 15 to 18 mm thick (table rubbed and polished) in steps, jambs, pillars, windowcills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade complete all as specified and as directed by Engineer in Charge. |
| 33 | M&L 15 -18mm thick granite stone slab of any type (cut, table rubbed and polished)in steps, jambs, pillars, window cills, cooking platforms and like , bedded & jointed with grey cement slurry & pointing with coloured cement using marble dust with admixture of pigment to match with marble shade; laid over complete all as specified and as directed by Engineer in Charge. |
| 34 | Roundening to the edge of stone slabs on edge such as plateform,steps and other similar situations complete all as specified and as directed by Engineer in Charge. |
| 35 | Demolition of cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in Charge. |
| 36 | M&L for plastering 10mm thick on concrete surface in CM 1:4, finishing the surface even and smooth without using extra cement, including mixing only liquid water proofing compoundas per manufacture instruction complete all as specified and as directed by Engineer in Charge.Note WPC will be measured & paid separately. |
| 37 | Applying coating (02 coats) of Pidifin 2k (of Make Dr Fixit or equivalant)@ (not less than) 1.54 kg/ Sq.m in two coats on sunken surfaces of toilet & bathroom and similar situation all as recommended by manufacturers complete all as specified and directed by Engineer-in-Charge |
| 38 | M&L for PCC 1:5:10 type E-2 (using 40 mm graded stone aggregate) as in fdn filling and mass concrete etc complete all as specified and as directed by Engineer in Charge. |
| 39 | S&F 60cm long, 40mm dia Tubes, \"medium grade\", galvanised, with all fitting; laid in wall for suken foor complete all as specified and as directed by Engineer in Charge. |
| 40 | Taking up or down 15mm dia steel tubing and connections, including cleaning for refixing or removal from site complete all as specified and as directed by Engineer in Charge. |
| 41 | S&F 20mm outer dia CPVC pipes SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and as directed by Engineer in Charge. |
| 42 | Taking up or down 20mm dia steel tubing and connections, including cleaning for refixing or removal from site complete all as specified and as directed by Engineer in Charge. |
| 43 | S&F32mm outer dia CPVC pipes SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and as directed by Engineer in Charge. |
| 44 | Cutting chases, pinning in, making good to facings on stone concrete, block or slab wall,where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc. and making good, cutting exceeding 20cm girth complete all as specified and as directed by Engineer in Charge. |
| 45 | S&F in repair 15mm size angular Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed by Engineer in Charge. |
| 46 | S&F in repairs fancy type chromium plated, long shank & cup (concealed type) 15mm bore dia Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed by Engineer in Charge. |
| 47 | S&F in repair15mm dia sizeBib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and as directed by Engineer in Charge. |
| 48 | S&F in repair 15 mm bore Pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered \"Hot\" or \"Cold\" with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and as directed by Engineer in Charge. |
| 49 | S&F in repair 15 mm bore, swan neck, taps cast copper alloy capaston headCP, screwed down high pressure with or without lettered “ HOT” or “ COLD” with long screwed shanks and fly nuts screwed for iron pipes fixed complete all as specified and as directed by Engineer in Charge. |
| 50 | S&F in repairs two way angle valve brass chromium plated, fancy typecomplete all as specified and as directed by Engineer in Charge. |
| 51 | S&F in repair Vitreous China Urinal, Half stall type, white (excluding flushing cistern, flush pipe and waste pipe), complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets, flush pipe, grating and Union for discharge pipe. (Exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) complete all as specified and as directed by Engineer in Charge. |
| 52 | S&Fin repairs sinks made of stainless steel 1mm thick, kitchen or laboratory, with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including supply and fixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm complete all as specified and as directed by Engineer in Charge. |
| 53 | S&Fin repairssinks with drainage board made of stainless steel lmm thick, kitchen or laboratory,with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including supply & fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm complete all as specified and as directed by Engineer in Charge. |
| 54 | S&F Kitchen plate rack made of stainless steelnot less than 1mm thickwith fixing acessories, overall size 600mm x 900mm x 250 mm , IN REPAIR, complete all as specified as directed by Engineer-in-Charge |
| 55 | S&F in repairs toilet paper holder complete all as specified and as directed by Engineer in Charge. |
| 56 | S&Fin repair chromium plated soap tray any type and fixed to plugs on wall with chromium plated brass screws complete all as specified and as directed by Engineer in Charge. |
| 57 | S&F in repair Chromium Plated Grating doom 100mm diacomplete all as specified and as directed by Engineer in Charge. |
| 58 | S&F in repairvitreous china wash basin, white, flat back, size 550 mm x 400 mm fixed on and including cast iron cantilever bracket 32 mm dia brass waste coupling and includingwaste fitting and union complete all as specified and as directed by Engineer in Charge. |
| 59 | S&F in repairVitreous Cliina wash basin, angle back, size 400 x 400 mm white, excluding taps, waste, chain and plug and porcelain stopper but including brackets, 32 mm dia brass waste coupling and, waste fitting and union complete all as specified and as directed by Engineer in Charge. |
| 60 | S&F in repairvitreous china wash basin, white, Table top, size 540 mm x 360 mm x 115mm fixed on and including cast iron cantilever bracket 32 mm dia brass waste coupling and includingwaste fitting and union complete all as specified and as directed by Engineer in Charge.Make :- Cera or Equivalant |
| 61 | S&F in repair Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified and as directed by Engineer in Charge. |
| 62 | S&F in repair vitreous china wash down water closet pan (pedestal pattern) white with CI \"P\" or \"S\" trap inclwater closet seat cover of plastic,jet etc.complete incl necessary PVC waste pipe fitting, complete all as specified and as directed by Engineer in Charge. |
| 63 | S&F in repair vitreous china two piece wall hung/floor mounted extended EWCwhite with CI \"P\" or \"S\" trap inclattached cistern, water closet seat cover of plastic, etc.complete incl necessary PVC waste pipe fitting, complete all as specified and as directed by Engineer in Charge.Make :- Cera or Equivalant |
| 64 | S & F in repairs vitreous China squatting pan of Orrissa pattern of approved make of size 580 mm X 440 mm white with integral foot rests (excluding flushing cistern and flush pipe) including connection to trap and to flushing pipe incl lime concrete bedding and connection to antisyphonage pipe etc including making good to floor complete all as specified and as directed by Engineer in Charge. |
| 65 | S&F in repair 10 Litre capacity PVC symphonic action type flushing cistern, duel flush type (ISI Marked) low level with inlet ball valve, float and handle & PVC flush pipe, fixed in position and connecting complete all as specified and as directed by Engineer in Charge. |
| 66 | S&F in repairs PVC connection 15 mm size with PTMT nuts of length 450 mm complete all as specified and as directed by Engineer in Charge. |
| 67 | S&F in repair brass chromium plated shower rose 100 mm of size with arme and with or without swivel joints to steel pipe or union complete all as specified and as directed by Engineer in Charge. |
| 68 | S & F in repair Tubular towel rail, 20mm dia, D type, 600mm longbetween flanges chromium plated complete all as specified and as directed by Engineer in Charge. |
| 69 | S&F in repair Towel Ringfixed with and including chromium plated brass screws and wooden/ plastic cleats etc complete all as specified and as directed by Engineer in Charge. |
| 70 | S&F in repairslooking mirror of size 600 x 450 mm, selected quality5 mm thick including aluminium frame, mounted on 6 mm thick commercial plywood and fixed to wall with wooden plug & chromium plated brass screws complete all as specified and as directed by Engineer in Charge. |
| 71 | S&F in repairs PVC waste pipe flexible type suitable for couplings 32 / 40 mm dia and 750 mm long complete all as specified and as directed by Engineer in Charge. |
| 72 | S&F in repairs brass CP waste coupling (half or full threaded) of 32 / 40 mm size complete all as specified and as directed by Engineer in Charge. |
| 73 | Dismantling and disconnecting of existing cast iron or reinforced concrete drain pipes, jointed in cement mortar 75/100 mmdia bore fixed to wall,laid in trenchesetc complete all as specified and as directed by Engineer in Charge. |
| 74 | S&FPVC (SWR) pipes 75mm dia single socketedin any length with rubber ring joints fixed on wallsincluding clampcomplete all as specified and as directed by Engineer in Charge. |
| 75 | S&FPVC (SWR) pipes 75mm dia single socketedin any length with rubber ring joints laid in trenches or in floorscomplete all as specified and as directed by Engineer in Charge. |
| 76 | S & F 75 mm bore of pipe PVC (SWR) bends of any radius fixed to PVC pipesin repair complete all as specified and as directed by Engineer in Charge. |
| 77 | S & F 75 mm bore of pipe PVC (SWR) bends of any radius fixed to PVC pipes provided with access door in repair complete all as specified and as directed by Engineer in Charge. |
| 78 | S&FPVC (SWR) pipes 110mm dia single socketedin any length with rubber ring joints fixed on wallsincluding clampcomplete all as specified and as directed by Engineer in Charge. |
| 79 | S&FPVC (SWR) pipes 110mm dia single socketedin any length with rubber ring joints laid in trenches or in floorscomplete all as specified and as directed by Engineer in Charge. |
| 80 | S & F 110 mm bore of pipe PVC (SWR) bends of any radius / shoefixed to PVC pipes in repaircomplete all as specified and as directed by Engineer in Charge. |
| 81 | S & F 110 mm bore of pipe PVC (SWR) bends of any radius / shoefixed to PVC pipes provided with access door in reapir complete all as specified and as directed by Engineer in Charge. |
| 82 | M&L for 75 mm dia of PVC (SWR) floor trap plain with grating incluing jointing with solvent cementin repair complete all as specified and as directed by Engineer in Charge. |
| 83 | Taking down chowkats or frame with shutter of any description (without taking out shutter from the frame) not exceeding 1.50 sqm each and removal from site complete all as specified and as directed by Engineer in Charge. |
| 84 | S & F for factory made solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet, reinforced with MS square tube fixed in opening complete as per manufacturer\"s specifications and as directed by Engineer-in-Charge |
| 85 | S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing |
| 86 | S&F Factory Made Solid PVC Moulded Door Shutter with wood free EPS core, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at sitecomplete all as specified and as directed by Engineer in Charge. |
| 87 | S&F 18/19 mm thick, Block boards, grade 2 quality, interior grade, commercial type, fixed with screws to timber frame-work complete all as specified and as directed by Engineer in Charge. |
| 88 | M & L Second class hard wood (hollock)plain fillets ofSectional area not exceeding 3 Sq. cm, square, rectangular or triangular in section, wrought, secured with head less nails or brads, complete all as specified and as directed by Engineer in Charge. |
| 89 | S & F Continuous (piano) hinges, mild steel, width of flaps (when open) is 30 mm bright finish or electrogalvanised complete all as specified and as directed by Engineer in Charge. |
| 90 | S&F 75 mm in size aluminium handles cast type anodized complete all as specified and as directed by Engineer in Charge. |
| 91 | S&F Hasp and staple, safety type 100 mm, of aluminium anodisedwith mild steel hinge pin including bolt to hinge plate and fixed with screwscomplete all as specified and as directed by Engineer in Charge. |
| 92 | Taking down chowkhats or frame exc 1.5 Sqm but n.exc 4 Sqm each with shuttersof any description (W/out taking off shutters from the frames) and removal from site complete all as specified and as directed by Engineer in Charge. |
| 93 | Taking down shutter of any description n exc 1.00 sqmeach and removal from site complete all as specified and as directed by Engineer in Charge. |
| 94 | Taking down shutter of any description exc 1.00 sqm and n exc 2.00 sqm each and removal from site complete all as specified and as directed by Engineer in Charge. |
| 95 | Taking down shutter of any description exc 1.00 sqm and n exc 2.00 sqm each and Refixing of shuttersin same openingafter resecuring or easing & adjusting,complete all as specified and as directed by Engineer in Charge. |
| 96 | S&F 30 mm thick 2nd class HW Glazed and skeleton door shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass / gauge, etc., sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a), fitted to chowkats complete all as specified and as directed by Engineer in Charge. |
| 97 | S&F30mm thick. flush shutter, solid core construction with particle board core and ply woood face panels commercial type on both side complete all as specified and as directed by Engineer in Charge. |
| 98 | S&F 2nd class HW 30mm thick Plain, framed,panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats complete all as specified and as directed by Engineer in Charge. |
| 99 | S&F 100 mm sizeButt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-21complete all as specified and as directed by Engineer in Charge. |
| 100 | S&F 75 mm sizeButt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-21complete all as specified and as directed by Engineer in Charge. |
| 101 | S&F 150 mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and as directed by Engineer in Charge. |
| 102 | S&F 125 mm in size aluminium handles cast type anodized complete all as specified and as directed by Engineer in Charge. |
| 103 | S & F 250 mm mild steel sliding bolt plate type stove enamelled black with bright bolt not less than 12 mm dia with and including a minium of 6 bolts and nuts four on bolt plate and two on stapple plate and fixed complete all as specified and as directed by Engineer in Charge. |
| 104 | S & F galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aparture 1.18 mm and fixed with tinned tacks ro galvanised wire stapple complete all as specified and as directed by Engineer in Charge. |
| 105 | S&F in repair Curtain rod, mild steel, chromium plated with fixing brackets, stops, rollers etc complete all as specified and as directed by Engineer in Charge. |
| 106 | M&L for preparing new surfaces of wood or wood based materials of any description not other wise described over 10 CM width or girth new or previously un treated wooden surfaces and applying one coat of pink primer and two coat of synthetic enamel paint complete all as specified and as directed by Engineer in Charge. |
| 107 | S&F in repair 100 mm sizeButt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-21complete all as specified and as directed by Engineer in Charge. |
| 108 | S&F in repair 150 mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and as directed by Engineer in Charge. |
| 109 | S&F in repair 125 mm in size aluminium handles cast type anodized complete all as specified and as directed by Engineer in Charge. |
| 110 | S & F in repair250 mm mild steel sliding bolt plate type stove enamelled black with bright bolt not less than 12 mm dia with and including a minium of 6 bolts and nuts four on bolt plate and two on stapple plate and fixed complete all as specified and as directed by Engineer in Charge. |
| 111 | S & F in repair galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aparture 1.18 mm and fixed with tinned tacks ro galvanised wire stapple complete all as specified and as directed by Engineer in Charge. |
| 112 | Hacking out old broken glass (any thickness, size quality or description) from wooden / steel / aluminium frame, including punching or drilling out old glazing pins/spring clips complete all as specified and as directed by Engineer in Charge. |
| 113 | S&Fin repairaluminium three trackPowder coatedof any color ( thickness of powder coating not less than 50 micron) sliding window with three sliding shutter , the size of outer frame three track92 x 31.5x 1.20mm ( using two track for glazed window shutter and one track for wire gauged ) ,thesectionshutter size 37x 18x 1.2mm)and glazing with 4 mm thickglass ( plain/floated) including all-aroundsuitablerubber gasket andMS wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.4mm and fixed on aluminum flatand inserted in the frame ofshutterwith tracking arrangement each sliding window shall be provided with one number handle includinglocking arrangement & 2 numbers’s sliding rollers of nylon with including all necessary fittings complete all as specified and as directed by Engineer in Charge. |
| 114 | S& f aluminium powder coating of any color ( thickness of powder coating not less than 50 micron) framefor door,window and ventilators or similar wkwith one or more rebate inc joining cleat for fixing in repair complete all as specified and as directed by Engineer in Charge. |
| 115 | S&F aluminium door shutters powder coating of any color ( thickness of powder coating not less than 50 micron), alumimnium section weighing min. 0.55 Kg/m including necessary joining cleats, glazing clips, rubbers packing, handles 2 Nos in each door, hinges, anodised aluminium snap beading, screws etcin repair complete all as specified and as directed by Engineer in Charge. |
| 116 | S&F in repairs aluminium window and ventilator shutters or aluminium partition, powder coating of any colour (Thickness or powder coating not less than 50 micron),fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified and as directed by Engineer in Charge. |
| 117 | S&F in repairs aluminium window and ventilator shutters powder coating of any color ( thickness of powder coating not less than 50 micron), side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, aluminium snap beading, screws,aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified and as directed by Engineer in Charge. |
| 118 | S&F 12 mm prelaminatedparticle board,interior grade,prelaminated both sides with decorative choice laminations complete all as specified and as directed by Engineer in Charge. |
| 119 | S&F sheet glass 4 mm thick ordinary quality(plain/floated/frosted) and glazing with oil putty / wooden beads / aluminium glazing clip in square n.exc. 0.5 sqm in each pane complete all as specified and as directed by Engineer in Charge. |
| 120 | S&F sheet glass 4 mm thick ordinary quality (plain/floated/frosted) and glazing with oil putty / wooden beads / aluminium glazing clip in square exc. 0.5 sqm in each pane complete all as specified and as directed by Engineer in Charge. |
| 121 | S&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, in repair complete all as specified and as directed by Engineer in Charge. |
| 122 | S&F door closer hydraulically regulated designation No 2, aluminium (Die cast) body, universal type suitable for door shutters of 701 to 850 mm in width and ofweight between36 to 60 Kg fixed & in repair complete all as specified and as directed by Engineer in Charge. |
| 123 | S&FDouble action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed in repair complete all as specified and as directed by Engineer in Charge. |
| 124 | S&F 100 mm size mild steel body Mortise lock, vertical type, with 2lever, fixed to aluminium door complete all as specified and as directed by Engineer in Charge. |
| 125 | S&F in repairMS louvers of 80 mm wide & 4 mm thick frosted glass including aluminium louver patti for adjusting the louvers fixed in Aluminium ventilators with screws etc complete all as specified and as directed by Engineer in Charge. |
| 126 | S & F in repair floor door stopper 140mm size of aluminium alloy body and tounge, anodised, with hard drawn steel spring complete all as specified and as directed by Engineer in Charge. |
| 127 | Cleaning of sewage lines 100 to 200 mm dia from manhole to manhole by manual / mechanical rodding, removing all sludge / waste and making the line functional including disposing of all sludge / wasteetc outside MD land and refixing properly manhole covers etc complete all as specified and as directed by Engineer in Charge. |
| 128 | Cleaning of sewage lines 300 mm to 450 mmdia from manhole to manhole by manual / mechanical rodding, removing all sludge / waste and making the line functional including disposing of all sludge / wasteetc outside MD land and refixing properly manhole covers etc complete all as specified and as directed by Engineer in Charge. |
| 129 | Removal of blockage from Indian WC / EWC / floor trap / nahani trapby removing all sludge / waste etc including cleaning of connected pipe up to first manhole to remove blockage,and finally washing with clean water including disposing of all sludge / wasteetc outside MD land all as directed by Engineer-in-Charge |
| 130 | Cleaning & desludging of manholes of depth not exc 1.0 meter, of any size & shape by removing all sludge / waste etc from the manholes and finally cleaning with fresh water including disposing of all sludge / wasteetc outside MD land complete all as specified and as directed by Engineer in Charge. |
| 131 | Cleaning & desludging of manholes of depthexc 1.0 meter but not exc 2 meter, of any size & shape by removing all sludge / waste etc from the manholes and finally cleaning with fresh water including disposing of all sludge / wasteetc outside MD land complete all as specified and as directed by Engineer in Charge. |
| 132 | Cleaning & desludging of manholes/Septic tank of depth exc 2.0 metre but not exc 5.0 meter, of any size & shape by removing all sludge / waste etc from the manholes and finally cleaning with fresh water including disposing of all sludge / wasteetc outside MD land complete all as specified and as directed by Engineer in Charge. |
| 133 | Dismantling and breaking up 150 to 450 mm dia (salt glazed ware, AC or Reinforced concrete) set in cement mortar, including PCC packing under hunching against the sides of bed and complete PCC of bed complete all as specified and as directed by Engineer in Charge. |
| 134 | Excavation in trenches n.exc 1.50 mtr wide and n.exc 1.50 mtr in depth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc10 sqm on plan and getting out in Hard/dense soil complete all as specified and as directed by Engineer in Charge. |
| 135 | Excavation in trenchesexc 1.50 mtr but n.exc 3.00 mtr in dpeth for foundationetcor shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in hard/densesoil complete all as specified and as directed by Engineer in Charge. |
| 136 | Returning filling inincluding spreading, levelling, watering and well ramming in layer n.exc 25cm in layer complete all as specified and as directed by Engineer in Charge. |
| 137 | Removing excavated soil to a distance exceedingn.exc 1.50 km and depositing where directed at a level n.exc 1.50 mtr above the starting point complete all as specified and as directed by Engineer in Charge. |
| 138 | S&F150mm dia reinforced concrete pipes, class NP2, laid and jointed in cement mortar 1:2 complete all as specified and as directed by Engineer in Charge. |
| 139 | S&F200mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete all as specified and as directed by Engineer in Charge with collars |
| 140 | S&F 300mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars |
| 141 | M&LPCC 1:4:8 type D2 (using 40mmgraded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 150mm dia bore after they are laid and tested complete all as specified and as directed by Engineer in Charge. |
| 142 | M&L PCC 1:4:8 type D2 (using 40mmgraded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 200mm dia bore after they are laid and testedcomplete all as specified and as directed by Engineer in Charge. |
| 143 | M&L PCC 1:4:8 type D2 (using 40mmgraded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 300mm dia bore after they are laid and tested complete all as specified and as directed by Engineer in Charge. |
| 144 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in fdn filling and mass concrete etc complete all as specified and as directed by Engineer in Charge. |
| 145 | M&L for providing cement concrete type B-1, 1:2:4 (using 20mm gradedaggregate)in roof kerbs or mud stops, rounded or chamferedon edges, coping and the likebands etc including weathering, sightly rounded or chamfered angles and thoating, complete all as specified and as directed by Engineer in Charge.NOTE : - (a) The rates include for use of form work (Straight or curved). (b) Concrete items, if so indicated, shall be reinforced. Reinforcement shall be measured separately. |
| 146 | M&L for 100 mm thick PCC 1:2:4 type B2 using 20 mm gradedstone aggregate as in floor / hard standing/Path,etc complete all as specified and as directed by Engineer in Charge. |
| 147 | M&L for 75 mm thick plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in plinth protectionetc complete all as specified and as directed by Engineer in Charge. |
| 148 | M&L for Formingconstruction/dummy joints 30mm deep x 10mm wide filled with sealing compound Grade Betc complete all as specified and as directed by Engineer in Charge. |
| 149 | Demolition of cement concrete is reinforced of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in Charge. (reinforcement cut as required to facilitate demolition) |
| 150 | M&L for RCC 1:2:4 type B1 using 20 mm graded stone aggregates as Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and inshelves, culvert, cover slabs (for man holes/drain etc.) and similar articles with plain faces including any type of formwork /moulds etc complete all as specified and as directed by Engineer in Charge.Note:-Reinforcement steel will be measured & paid separately |
| 151 | M&L for mild steel TMT bars 6 to 8mm diato length bent to shape and required including cranking bending spirally for hoping for columns hooking ends and binding with and including mild steel wire n. less than .9mm dia or securing with clips complete all as specified and as directed by Engineer in Charge. |
| 152 | M&L for mild steel TMT bars 10 mm dia and over cut to length bent to shape and required including cranking bending spirally for hoping for columns hooking ends and binding with and including mild steel wire n. less than .9mm dia or securing with clips complete all as specified and as directed by Engineer in Charge. |
| 153 | Disconnecting existing tank of capacity exc 250 ltrs but n exc 500 ltrs setting aside or lowering if required for cleaning and reconnecting or refixing in same position or other position,including cleaningand removing all scale and dirt etc from tanks and from the mouths of circulating pipes etc complete all as specified and as directed by Engineer in Charge. |
| 154 | Disconnecting existing tank of capacity exc 500 ltrs but n exc 1000 ltrs setting aside or lowering if required for cleaning and reconnecting or refixing in same position or other position,including cleaningand removing all scale and dirt etc from tanks and from the mouths of circulating pipes etc complete all as specified and as directed by Engineer in Charge. |
| 155 | S & F110 mm bore of pipe PVC vent cowlfixed to PVC pipescomplete all as specified and as directed by Engineer in Charge. |
| 156 | Dismantling water tanks exc 250 ltr and n.exc 500 ltr and removing to store complete all as specified and as directed by Engineer in Charge. |
| 157 | S&F 300 litres capacity triple layer, any coloured rotational molded, polythene water storage tank (Cylindrical vertical with closed top) hoisted and fixed on roof in position, including all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc complete all as specified and as directed by Engineer in Charge. |
| 158 | S&F 500 ltrscapacity double layer, rotational molded, polythene water storage tank (Cylindrical vertical with closed top) hoistedincl all fitting such as connection pieces withGItank nipple for inlet, outlet,washout and overflow etc complete all as specified and as directed by Engineer in Charge. |
| 159 | Dismantling water tanks exc 500 ltr and n.exc 1000 ltr and removing to store complete all as specified and as directed by Engineer in Charge. |
| 160 | S&F 1000 ltrscapacity double layer, rotational molded, polythene water storage tank (Cylindrical vertical with closed top) hoistedincl all fitting such as connection pieces withGItank nipple for inlet, outlet, washout and overflow etc complete all as specified and as directed by Engineer in Charge. |
| 161 | S&F in repair 25mm dia Ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed complete all as specified and as directed by Engineer in Charge. |
| 162 | S&F in repair cover lid for 300/500/1000 ltr polythene water storage tank as required complete all as specified and as directed by Engineer in Charge. |
| 163 | Dismantling posts or struts (wood, steel or R.C.C.) any section, Posts embedded in Concrete, brick work,masonry, etc including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engineer in Charge. |
| 164 | Excavation in post holes in hard/dense soil (or similar holes)each n.exc 0.5 cum, getting out, returning, refilling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm in any type of soil removing surplus soil to a distance n exc 50 m complete all as specified and as directed by Engineer in Charge. |
| 165 | M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in fdn filling and mass concrete etc complete all as specified and as directed by Engineer in Charge. |
| 166 | S & F angle iron / flat iron as in hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer in Charge. |
| 167 | S & F of Mild steel round bars 10mm dia Fe-410-W (Gde.E-250) Part- I quality-A or Fe 290 (Gde - E-165), cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer in Charge. |
| 168 | S & F of Mild steel screw bolts (machine made) of neck diameter 10 mm & 40mm long with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut complete all as specified and as directed by Engineer in Charge. |
| 169 | Dismantling fencing wire mesh,any type complete all as specified and as directed by Engineer in Charge. |
| 170 | Supply only chain link fencing, any size or type including line wires, galvanised mild steel to any type of standards, rails, straining bolts etc complete all as specified and as directed by Engineer in Charge. |
| 171 | Fixing only chain link fencing including line wires, any mesh, size and type to any typeof standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and as directed by Engineer in Charge. |
| 172 | M&L preparation of new or previously untreated steel and iron surfaces of any description n exc10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in Charge. |
| 173 | S & F framed work as in doors or gates or grills, grating of angle, channel, hollow section or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges; also fastening and fixing confirming to Fe-410- W(Gde-E-250) quality-A complete all as specified and as directed by Engineer in Charge. |
| 174 | S&F inrepairsgalvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2 mmdia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolt .including .securing or tying at crossing with and provision of galvanized mild steel wirestaples or steel pinsetc. as directed (each line wire to be measured ) complete all as specified and as directed by Engineer in Charge. |
| 175 | Supply and fix in repair mild steel galvanised punched type concertina coil of loop dia 1050 mm (dia of coil when up stretched) fixed to existing angle post strut and tying at three places ie two bottom & one at top with 3.15 mm dia galvanised mild steel wire complete all as specified and as directed by Engineer in Charge.Note:- The punched type concertina coil shall be stretched to maintain the dia of up stretched coil as 1050 mm and number of circles as 52 per coil and shall cover 8 running metre per coil. |
| 176 | Dismantling of plain or corrugated steel sheeting any gauge, thickness, from roof coverings etc complete all as specified and as directed by Engineer in Charge. |
| 177 | S&F for joist,channel, angles or tees with web and flanges cut to shape drilled and counter sunk for screw, including bending and welding angles as necessary, gusset plates, riveting etc. n.exc 10 kg each brackets conforming to FE-290 Gde-E-165 ) complete all as specified and as directed by Engineer in Charge. |
| 178 | S&Ffor Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer in Charge. |
| 179 | S&Ffor Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer in Charge. |
| 180 | Removing old worn out (unserviceable) HDPE bags / gunny bags from stacks filled with sand etc and supply & placing in position new HDPE bags / gunny bags inner laminated layer standard quality, wt. of bag shall not be less than 90 Grams per bag and filled with locally available sand / soilincluding tying properly & stacking neatly, placing the bag at different heights etc. complete all as specified and as directed by Engineer in Charge. |
| 181 | M&L for filling of wooden saw dust mixed with clean dry fine sand (mixed in the ratio of 1:1 by volume) and filling / spreading where directed at a level upto 8 meters above from the ground level and leveling in the required shape / slope all as directed. Note:- Measurement shall be carried out for net finished volume of work. |
| 182 | Dismantling Stone slabs and tiles of any description or thickness in floors,aprons etc laid bedded and pointed in any mortar including removal of debries from the premise complete all as specified and as directed by Engineer in Charge. |
| 183 | M&L for Rubber moulded chequered cement concrete tile with whitecement and pigment (of approved tint) of size 30 cm x 30 cm x 25 mm thick over and including 15 mm thick screed bed in cement Mortar 1:6, set, jointed and pointed in neat cement slurrycomplete all as specified and as directed by Engineer in Charge. |
| 184 | M&L for outdoor colouredvitrified paving tiles, joint free (edge cut) of size 300 mm x 300 mm x 8 to 10 mm thick as in floors etc laid over and including 15 mm thick screed bed or bedding layer in cement mortar 1:6, set and jointed in neat cement slurry and pointed with coloured cement to match the tiles complete all as specified and as directed by Engineer in Charge. |
| 185 | Dismantling Stone slabs and tiles of any description or thickness in floors,aprons etc laid dry or laid dry and pointed including removal of debries from the premise complete all as specified and as directed by Engineer incomplete all as specified and as directed by Engineer in Charge. |
| 186 | Material & Labour Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cementand pigment laid over and including 20 mm thick sand screed bed complete all as specified and as directed by Engineer in Charge. |
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