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| 1 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified as directed by Engineer in Charge. |
| 2 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified as directed by Engineer in Charge. |
| 3 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises complete all as specified as directed by Engineer in Charge. |
| 4 | Dismantling of wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/siabs/blankets, any thickness, including cover fillets complete all as specified as directed by Engineer in Charge. |
| 5 | Demolition of concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) including removal of debris to out of MoD land complete all as specified as directed by Engineer in Charge. |
| 6 | Demolition of brickwork or stone/ boulder masonry / PCC block masonry, built in cement or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles including removal of debries to a distance exc 1.5 km but n.exc 2 Km, complete all as specified as directed by Engineer in Charge. |
| 7 | S&F pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified as directed by Engineer in Charge. |
| 8 | M&L for 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 ridges etc fixed with self drilling complete all as specified as directed by Engineer in Charge. |
| 9 | S&F roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections)(Fe-410-W(Gde-E-250) quality-B) including distance pieces, cleats etc complete all as specified as directed by Engineer in Charge. |
| 10 | S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified as directed by Engineer in Charge. |
| 11 | M&L for preparation of new or previously untreated steel surfaces of any description, over 10cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide, zinc chrome primer complete all as specified as directed by Engineer in Charge. |
| 12 | M&L for preparation of old painted steel surfaces of any description, over 10cm in width or girth,not otherwise described and applying one coat of synthetic enamel paint (ordinary tint)complete all as specified as directed by Engineer in Charge. |
| 13 | M&L for pre-cast cement concrete block masonry type C-1,1:3:6 (20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6, complete all as specified as directed by Engineer in Charge. |
| 14 | M&L for rendering cement plaster 15 mm thick in CM 1:4 on fair faces of block masonry wall surfaces finished even and smooth without using extra cement complete all as specified as directed by Engineer in Charge. |
| 15 | S&F mineral Fiber Acoustical suspended ceiling system with beveled regular edge tiles laid over & including 15mm exposed grid system detail complete all as specified as directed by Engineer in Charge:-(a) The tiles should have humidity resistance (RH) of 99% , NRC 0.5, Light reflectance > 87% , Thermal @nductivtty k=O.052-O.057 w/m K. colour white, fire performance UK class O/Class 1 (BS 476 pt -6&7) module size of 600x600x16mm, suitable for green building application, with recycled content of 30%(b) The tile shall be laid on 38mmx15mm wide T-section flanges colour white having rotary stitching on an T sections i.e the Main Runner, 1200mm & 600mm cross Tees with a web height of 38mm and a load carrying capacity of 14 kgs/sqm & pull out strength of 100 kgs. The T sections have galvanizing of 90 grams per sqm.(c) Grid system shall comprise main runner spaced at 1200mm centre to centre securely fixed to tre soffit using suspension system as specifications below at 1200mm maximum centre. The firstnast suspension system at the end of each main runner should not be grater than 450mm from the adjacent wan. flush fitting 1200 mm long cross tees to be interlocked between main runners at 600mm require ndeperdert support, 600x600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between tre 1200mm cross tees. Perimeter trim to wall angles of size 3000x19x19mm, secured to walls at 450mm mamum centre to centre.(d) Suspension system shall consisting of M6 Anchor Fasteners with Vertical Hangers made of Galvanized steel of size 26x26x25x1.2mm, Apre straightened Hanger wire of dia 2.5mm of 1.8m length, and a tens;Je strength of 344-413 MPa, along with adjustable hook clips of 0.8mm thick, galvanized spring steel for 2.68mm with a minimum pull strength of 110 kg. The adjustable clip also consists of a 3.5mm aquiline wire to be used with the main runner. |
| 16 | M&L for dark shade Vitrified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, over 15 mm thick cm (1:6) in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified as directed by Engineer in Charge. |
| 17 | S&F Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, over 15 mm thick cm (1:6) in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified as directed by Engineer in Charge. |
| 18 | M&L Glazed coloured ceramic tiles in vertical surfaces 350x250x7mm/450x350x 7mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick plaster in Cement Mortar 1:4 complete all as specified as directed by Engineer in Charge. |
| 19 | M & L for 75mm thickhardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified as directed by Engineer in Charge. |
| 20 | M & L 75mm thick PCC 1:4:8 type D-2 (using 20 mm agg. ) in sub base of flooringcomplete all as specified as directed by Engineer in Charge. |
| 21 | M&L Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less including polythene film 50micron spread below PQC complete all as specified as directed by Engineer in Charge. |
| 22 | Forming Construction (DUMMY) joints 65mm deepx10mm wide,filled with sealing compound grade A complete all as specified as directed by Engineer in Charge. |
| 23 | M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 -2006 of 60mm thickness, with grey cement, pigment complete all as specified as directed by Engineer in Charge. |
| 24 | M&L Sand filling under floors or in foundations including watering and consolidation complete all as specified as directed by Engineer in Charge. |
| 25 | Taking down chowkhats or frames n.exc 1.5 sq. m each with shutters (without taking off shutters from the frame) complete all as specified as directed by Engineer in Charge. |
| 26 | Taking down chowkhats or frames exc 1.5 sq. m but n.exc 4 Sqm each with shutters (without taking off shutters from the frame) complete all as specified as directed by Engineer in Charge. |
| 27 | S&F of solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, suppling and fixing in opening as per specification and drawing complete all as specified as directed by Engineer in Charge. |
| 28 | S&F rolled mild steel Fe 410-W (Gde-E-250) quality-B in framed work as in doors or gates of angle 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 or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified as directed by Engineer in Charge. |
| 29 | S&F of factory made solid panel PVC door shutter 30mm thick (Style) consisting of frame made out of M.S tubes for top and bottom rails. M.S frame shall be covered with heat moulded plain colour PVC \"C\" channel moulded plain colour PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail and bottom rail on either side and as gap insert for top rail and bottom rail; Panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying and fixing in the frame at site as per specification and drawing complete all as specified as directed by Engineer in Charge. |
| 30 | S&F 35mm Flush shutters, solid core construction, with block board core and plywood both face is covered with decorative face veneer with lipping/frame to match complete all as specified as directed by Engineer in Charge. |
| 31 | Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (with sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.;any numbers sizes of me-mbers of shutters as specified in SSR Part I, Section 8, clause 8.24 (b); supplied and fitted to chowkats complete all as specified as directed by Engineer in Charge. |
| 32 | S&Fin position anodised aluminium powder coated (minimum thickness of powder coating 50 micron) door shutter with frame, partly glazed with 5mm thick tinted glass and partly panelled with 9mm thick prelaminated particle board with both side decorative laminated including rubber bead, joining cleat for fixing in position, aluminium door handle 150mm size, aluminium barrel tower bolt 200mm size etcincluding taking down of old frame with shutter of any size complete all as specified as directed by Engineer in Charge. (a)Frame (top & side) section shall of size 101.60 x 44.75 x 2.4mm (Section No 14021)(b)Vertical members of shutter section shall be of size 85.00 x 44.45x2.00mm (Section No 19560)(c) Top members of shutter section shall be of size 83.50 x 44.45x2.00 mm (Section No 19596)(d) Lock rail (middle member ) of shutter section shall be of size 150.00x44.45x3.00 mm (Section No 19596)(e)Bottom member of shutter section shall be of size 150.00 x44.45x3.10mm (Section 19584)(f)Glazing clip for securing glass of shutters shall be of 0.80mm thick (Section No 19370).Note : Section No given above are of make Jindal, contractor may use similar section of other make mention in Appx B |
| 33 | S&F 0.80mm Mild Steel, plain, black sheet in hearths, covering to door shutters, covering to door chowkats(frames) chullah hoods, water tanks, water troughs, ducts, urinal troughs and funnels, etc cut to size edges beaded if directed, holes punched including round headed screws, clout nails or rivets and fixed to wood or steel members etc, with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles, stopped ends, outlet etc as required complete all as specified as directed by Engineer in Charge. |
| 34 | S&F 4mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5sqm each pane complete all as specified as directed by Engineer in Charge. |
| 35 | S&F in repair Galvanised mild wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with atinned tacks, or galvanised wire staples complete all as specified as directed by Engineer in Charge. |
| 36 | S&F 100mm long aluminium anodised barrel tower bolt of exturded section complete all as specified as directed by Engineer in Charge. |
| 37 | S&F 200mm long aluminium anodised barrel tower bolt of exturded section complete all as specified as directed by Engineer in Charge. |
| 38 | S&F of Aluminium handles, cast type anodised 100 mm complete all as specified as directed by Engineer in Charge. |
| 39 | S&F of Aluminium handles, cast type anodised 150 mm complete all as specified as directed by Engineer in Charge. |
| 40 | S&F for Butt hinges, medium weight, cold rolled mild steel, and fixed, size of hinges in 75 mm, etc complete all as specified as directed by Engineer in Charge. |
| 41 | S&F for Butt hinges, medium weight, cold rolled mild steel, and fixed, size of hinges in 100 mm, etc complete all as specified as directed by Engineer in Charge. |
| 42 | S&F 300m Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified as directed by Engineer in Charge. |
| 43 | S&F aluminium (Die cast) body Door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed complete all as specified as directed by Engineer in Charge. |
| 44 | S&F 300mm Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple and fixed complete all as specified as directed by Engineer in Charge. |
| 45 | Taking down 15mm bore steel tubing and connections in any position complete all as specified as directed by Engineer in Charge. |
| 46 | Taking down 20mm bore steel tubing and connections in any position complete all as specified as directed by Engineer in Charge. |
| 47 | Taking down 25mm bore steel tubing and connections in any position complete all as specified as directed by Engineer in Charge. |
| 48 | S&F GI tube 15mm dia midium graded with all fitings to wall, celing or laying in trenches complete all as specified as directed by Engineer in Charge. |
| 49 | S&F GI tube 20mm dia medium grade galvanised, with all fittingand fixed to walls and ceilings or laid in floors complete all as specified as directed by Engineer in Charge. |
| 50 | S&F GI tube 25mm dia medium grade galvanised, with all fittingand laid in trenches complete all as specified as directed by Engineer in Charge. |
| 51 | S&F in repair Vitreous china wash basin, whiteflat back , size 550x400mm with padestal excluding taps, waste pipe but includingwaste cupling of PTMT of 32mm bore dia incl brackets etc complete all as specified as directed by Engineer in Charge. |
| 52 | S&F in repairpillar tape 15 mm CP fancy type with capstanheads ,screwed down high pressurewith or with out lettered Hot or Coldwith long screwed shanks and fly nutsscrewed for iron pipes and fixed complete all as specified as directed by Engineer in Charge. |
| 53 | S&Fin repair vitrious squating pan orrisa pattern Size 580 x 440 mm white with integral foot rest including P or S trap and connection to pipe, complete all as specified as directed by Engineer in Charge. |
| 54 | S&F in repairs forvetrious china wash down water closetpan of padestel pattern whitewith P or S trap including, seat cover etc complete all as specified as directed by Engineer in Charge. |
| 55 | S&F in repair Toilet paper holder of vitreous china coloured fixed to walls with chromium plated (CP) brass screws, complete all as specified as directed by Engineer in Charge. |
| 56 | S&F in repairs plastic water closet seat, closed pattern with flat bottom and cover and mild steel chromium plateed or aluminised hinging devicecomplete all as specified as directed by Engineer in Charge. |
| 57 | S&F in repairPVC valve less syphonic action low levelFlush 10 Ltr capacity complete all as specified as directed by Engineer in Charge. |
| 58 | S&F in repair PVC connections 15 mm size with PTMT nuts of length450 mm complete all as specified as directed by Engineer in Charge. |
| 59 | M&L for Bib taps, chromium plated with fancy type, screwed down, screwed for iron pipe or for brass ferrule and fixed, Bore dia of pipe in 15 mm, etc complete all as specified as directed by Engineer in Charge. |
| 60 | S&F in repair Angle Stop valves fancy type brass chromium plated with crutch or butterfly handle, screwed both ends for iron pipe orfor unions and fixed 15mm dia pipes complete all as specified as directed by Engineer in Charge. |
| 61 | S&F in repair20mm bore dia Gun metal Gate valvewith iron wheel head screwed both endsfor iron pipe or for union complete all as specified as directed by Engineer in Charge. |
| 62 | S&Fin repairlooking mirror of selected quality size 600 x 450mm mounted on PVC/ Aluminium frame ,fixed to wooden plugs with chromium plated brass screws complete all as specified as directed by Engineer in Charge. |
| 63 | S&Fin repairtubular towel rail 20 mm dia ‘D’ type 60 cm long between flanges of Aluminium anodised complete all as specified as directed by Engineer in Charge. |
| 64 | S&F in repair Vitreous China half stall urinals,(back or corner wall type), 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 as directed by Engineer in Charge. |
| 65 | S&F in repair s/s Grating 100mm dia complete all as specified as directed by Engineer in Charge. |
| 66 | S&F in repair PVC (SWR) floortrap 75mm dia, plain with grating includingjointing with solvent cement complete all as specified as directed by Engineer in Charge. |
| 67 | S&F in repairwaste Pipe (32/40mmdia)suitable for urinals,Wash Basin and Sinks complete all as specified as directed by Engineer in Charge. |
| 68 | S&F in repair hand shower (Health Faucet) CP with inner flexible tube with wall hook complete all as specified as directed by Engineer in Charge.(Model No ALD-CHR-593 of Make Jaquar or equivalent model of Marc/Kohlar)\". |
| 69 | S&F PVC (SWR) pipes 110 mm bore, single socketed in any length with rubber ring joints fixed to walls or laid in trenches including taking down old pipe complete all as specified as directed by Engineer in Charge. |
| 70 | S&F PVC (SWR) pipes 75 mm bore, single socketed in any length with rubber ring joints fixed to walls/laid in trenches including taking down old pipe complete all as specified as directed by Engineer in Charge. |
| 71 | M&L Preparing newly plastered surfaces of walls and applying two coats of oil bound distemper complete all as specified as directed by Engineer in Charge. |
| 72 | M&L for preparing new wooden surfaces of any description, not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over pink primer complete all as specified as directed by Engineer in Charge. |
| 73 | M&L Preparing old wooden painted surfaces of any description, not otherwise described, over 10cm width or girth and applying two coat of synthetic enamel paint complete all as specified as directed by Engineer in Charge. |
| 74 | M&L Preparing old surfaces of walls and applying one coat of oil bound distemper complete all as specified as directed by Engineer in Charge. |
| 75 | M&L preparing old plastered surfaces of ceiling and applying one coat of white wash complete all as specified as directed by Engineer in Charge. |
| 76 | M & L for preparing old decorated wall surfaces, plastered or unplastered and applying one coat of acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489 : 2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (company Depot tinted) with silicon additives all as per manufacturer\"s instructions complete all as specified as directed by Engineer in Charge. (Note : The Paint is to be applied in camouflage pattern). |
| 77 | Dismantling water tank any type and anypositionfrom site of capacity 1000 litres complete all as specified as directed by Engineer in Charge. |
| 78 | S&F 500 ltr Rotaional moulded polyethylene water storage tanks cylindrical vertical with closed top hoisted and fixed in position complete all as specified as directed by Engineer in Charge. |
| 79 | S&F in Repair Nylon Net for Bird proofing for shed/storage accn/Hangers including fixing material such as wooden fillets/boardings, clamps, nut & bolt, washers, wire/nylon rope, etc to make the site bird proof complete all as specifiedas directed by Engineer-in-Charge, The bird prrofing net should have minimum following specifications:-(i) Burst strength up to 44 pound(ii) Shall meet ISO 1806 Protocols(iii) Size of mesh 20 mm x 20 mm.(iv) Thickness 0.071 inch( 6 strand each .012 inch)(v) Quality control:- Filament are Wisted and knotted pressure, stretched and tightened.(vi) Break strength: 52 lbs/2316 Kg per strand(vii) Chemical Properties:- Polyethylene ( a paraffin hydrocarbon, chemically inert, flame retardant and highly resistant to most chemical at temperature. High resistance to acids and alkaloids at all concentration.(viii) High temperature 210 to 239 degree F (100 to 115 Degree centigrade.(ix) Low temperature resistance 139 to 166 Degree F (-95 to -11 degree Centigrade)Note:- (i) Sample of make shall be approved by GE in writing after checking above parameters from manufacturers test certificate. (ii) Contractor shall submit five years life guarantee for bird proof net on bond paper. Contractor shall also submit security deposit (in addition to performance security) amount i.e 5 % of executed in the form of FDR or same shall be retain from FB(iii) This item shall be executed for the building up to 10 metre height from ground level and quoted rates shall be deemed to include for all necessary arrangement for execution of this item upto 10 meter height. |
| 80 | Demolition and breaking up 150/200 mm dia pipes (salt glazed ware, AC or Reinforced concrete) set in cement mortar, including PCC bed, packing under andhaunching against the sides, excavation in trenches in all kind of soil and returning, filling in of soil after laying of RCC NP-2 pipe including removal of debris/excavated surplus soil to out side of MOD land complete all as specified as directed by Engineer in Charge. |
| 81 | S&F 150 mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified as directed by Engineer in Charge. |
| 82 | M&Lfor cement concrete 1:4:8 type D2 (using 40mmgraded aggregate) bed to drain pipes including packing under and haunching against the sides of pipes 150mm dia bore after they are laid and tested complete all as specified as directed by Engineer in Charge. |
| 83 | Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 2.50 M dia X 2.50 M effective depth upto 100 users Drg No CEAA/TD/54 complete all as specified as directed by Engineer in Charge. |
| 84 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified as directed by Engineer in Charge. |
| 85 | Returning filling in trenches incl spreading,levelling , watering&well ramming in layers n.exc 25 CM thick for in all kind of soilscomplete all as specified as directed by Engineer in Charge. |
| 86 | Removal of excavated material exc 250m and n.exc 500mdepositing where directed at a level n exc 1.5m abovestarting point inall kindofsoils complete all as specified as directed by Engineer in Charge. |
| 87 | Materal and labour for cement concrete1:2:4) Type B1,using 20 mm graded stone aggregatesas in surface chanal and drrains complete all as specified as directed by Engineer in Charge. |
| 88 | Taking down cement plaster on brick or stone walls, etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified as directed by Engineer in Charge. |
| 89 | M&L for PCC 1:2:4 type C1 using 20 mm graded stone aggregate in coping complete all as specified as directed by Engineer in Charge. |
| 90 | M&L for Extra for forming fair finished drains of channels 45CM inner girth in cement concrete using extra cement including forms moulds,mitred/stopped end, etc complete all as specified as directed by Engineer in Charge.(inner girth only measured) |
| 91 | M&L 75mm thick cement concrete type C-2 1:3:6 (20mm graded aggregate) finishing even and smooth without using extra cement complete all as specified as directed by Engineer in Charge. |
| 92 | M & L for 100 mm thick cement concrete type D- 2, 1:4:8 (40mm graded aggregate) as in sub base, sub floor and paving etc. complete all as specified as directed by Engineer in Charge. |
| 93 | Demolition of Cement concrete(Reinforced)in ground floors and pavings n.exc 15 cm thickness (below or above ground level) and remove debries out side of MD land complete all as specified as directed by Engineer in Charge. |
| 94 | M&L for pre cast RCC (1:2:4) type B1(using 20 mm gradedstone aggregate). as in cover slabsand set incement mortar 1:4 including necessary form work and moulds complete all as specified as directed by Engineer in Charge. |
| 95 | S&F mild steel TMT bars 10 mm dia and over cut to length bend to shape rtequired including cranking binding spirally for hooping for columns hooking and binding with and including mild steel wire(anneled not less than 0.9 mm dia or securing with clips quility conforming to Fe -410 S or Fe 410-0 complete all as specified as directed by Engineer in Charge. |
| 96 | S&F in repairs forvetrious china premium/1st quality wash down water closet one piece wall hung EWC white/ivory/off white (closed pattern incl allnecessary accessories like rag bolts/gel gasket etc) including flushing cistern, flush pipe & sheet cover with P or S trap etc complete all as specified as directed by Engineer in Charge. |
| 97 | Excavating in post holes (orsimilar holes) each n exc 0.5cu. m, getting out, returning,filling in and ramming earthor broken rubble mixed with earth around, in layers notexceeding 25 cm, watering and removing surplus materials to a distance not exc 50m and making good surface complete all as specified as directed by Engineer in Charge. |
| 98 | M&L for Cement concrete 1:4:8Type D2 (using 40mm graded aggregate) as in foundation, filling and mass concrete complete all as specified as directed by Engineer in Charge. |
| 99 | M&L for Cement concrete 1:2:4Type B2 (using 20mm graded aggregate) as in foundation, filling and mass concrete complete all as specified as directed by Engineer in Charge. |
| 100 | M & L for preparation of new plastered surfaces of wall, plastered or unplastered and applying two or more coat of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489 : 2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (company Depot tinted) with silicon additives @ 1.43 litre/10 Sqm and including priming coat of exterior primer applied @ 0.90 litre/10 Sqm over new surfaces complete all as specified as directed by Engineer in Charge. (Note : The Paint is to be applied in camouflage pattern). |
