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| 1 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on plan and n.exc 1.5 in depth and getting out in Soft loose soil complete all as specified. |
| 2 | Returning filling in, including, spreading levelling watering and well ramming in layers not exc 25cm in soft/loose soil etc complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Removing excavated material exc 250m but n.exc 500m and depositing where directed by Engineer-in-Charge as in soilscomplete all as specified and as directed by Engineer-in-Charge. |
| 4 | Surface excavation n exc 30 Cm deep and averaging 15 Cm deep and getting out in hard dense soil. |
| 5 | Hard core of gauge n exc 63 mm broken stone or boulders deposited spread and levelled in layers n exc 15 Cm thick, watered and rammed to a true surface broken stone or boulders. |
| 6 | M&L for 75 mm thick plain cement concrete 1:4:8 mix,type D2 (using 40 mm graded stone aggregates) as in subbase to floor complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Demolition of cement concrete (un re-inforced) of any description and in any position not other wisespecially provided for and removal of rubbish/ demolished materials out of MD landcomplete all as specified and directed by Engineer-in-Charge. |
| 8 | Material and labour for providing 75mm thick plain cement concrete (1:3:6) type C-2 , using 20mm graded stone aggregate , laid in 1:20 slope in alternate bays as in plinth protection, surface finished even and smooth without using extra cement, complete all as specified. |
| 9 | M&L for 40 mm thickplain cement concrete 1:2:4 mix,type B1 (using 20 mm graded stone aggregates) as in floor correction layercomplete all as specified and as directed by Engineer-in-Charge. |
| 10 | M&L Non Skid ceramic coloured tiles 7 to 8 mm thick (desined pattren) (square/ rectangular) area of each tile exceeding 0.06Sqm but not exceeding 0.11 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15mm thick in CM (1:4)for laying floor tiles complete all as specified and as directed by Engineer-in-Charge. |
| 11 | M&L for vertified ceramic tiles9mmthickjoint free double charged(light shade of square/ rectangular) polished,area of each tilesnot exc 0.36 sqmin floors etc,.set and jointed in neat cement slurry and pointed in white or coloured cement to matchand including 15mm thick screed bed in CM 1:6 laying floor finished complete all as specified and directed by Engineer-in-Charge. |
| 12 | Dismantling of floor, hearth or wall tiling including cement mortar bedding complete all as specified and directed by Engineer-in-Charge. |
| 13 | S&F glazed ceramic coloured tiles (300mmx 450mmx7 mm) in vertical surfacesjointed in neat cement slurry and pointed in white cement. Incl cutting the tiles to the required size whereven required incl mitring the corners etc over 10 mm thick backing coats of cement plaster in CM (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&L forchequered cement concrete with glossy finish tiles with grey cement and pigments 300mmx300mm x 22-25mm thick set and jointed in neat cementslurry in floors over and including 20mm screed bed in CM (1:6) complete all as specified and as directed by Engineer-in-Charge. |
| 15 | M&Lfor80mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,with glossy finish design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engineer-in-Charge. |
| 16 | Excavating post holes or similar holes, each not exceeding 0.50 Cu. M, getting out in Hard/ Dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 100m &making good surfacecomplete all as specified and directed by Engineer-in-Charge. |
| 17 | M&L Plain Cement Concrete Type C21:3:6(using 20 mm graded granite stone aggregate) in foundations, filling and mass concrete etccomplete all as specified and directed by Engineer-in-Charge. |
| 18 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified. |
| 19 | S&F framed structureas inposts , trusses, purlins,rafter rails andfastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.connecting plates of conforming to Fe410-Wgde-E-250 Quality A complete all as specified. |
| 20 | Supply and fix for steel work in tubular/ squre/rectangular trusses including special shaped washer etc., complete usingERW or induction butt welded tubes conforming to IS.1161-1998 grade st-240 (medium grade) complete all as specified and as directed by Engineer-in-Charge. |
| 21 | S&F Plates (plain or chequered ) channels , square cut or notched (ordinary and counter sunk) forming holes, without any attachement Fe410-Wgde-E-250 Quality A complete all as specified. |
| 22 | S&F framed work such as grills, gratings, etc, with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks, drainsand similar work conforming to Fe 290 Gde E-165 complete all as specified . |
| 23 | S&F Collapsible steel gates, side hung, consisting of channel pickets, pivoted flat bars, top and bottom runners,withsteelhandles etc., as specified, erected in position and securing runners with hold fasts and brackets, complete all as specified and as directed by Engineer-in-Charge . |
| 24 | S&F 16 to 20mm dia of neck Mild steel screw bolts(machine made) 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, exc 5cm but not exc10cmlong complete all as specified |
| 25 | S&Fwind ties for roof including securing bolts including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 290 Gde E-165 etc complete all as specified and directed by Engineer-in-Charge. |
| 26 | Dismantling plain or corrugated steel sheeting, any gauge, and thickness including Nainital pattern and roof covering, complete all as specified. |
| 27 | Cutting chases,for concealed/fixing galvalume sheet etc., and making good, cutting notexc 10 cm girth pinning in. making good to facing of stone concrete block or slab wallswhere required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills,sunshades, shelves, lintels,chajjas etc, complete all as specified. |
| 28 | S&F for Pre- Painted galvatume aluminiumzinc coating GI basedcorrugated steel sheet/plain sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/ cladding to wall, fixed with self tapping screws,complete all as specified and directed by Engineer-in-Charge. |
| 29 | M&L for Preparation of new steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats ofAnticorrosive paint (Epoxy)over a coat of primercomplete all as specified and directed by Engineer-in-Charge. |
| 30 | Taking downchowkats of wooden/steel/aluminium/doors ,windows,ventilations complete with frames and shutters (without taking off the shutters) of area not exc 1.5 sqmcomplete all as specified and directed by Engineer-in-Charge. |
| 31 | Taking downchowkatsof wooden/steel/aluminium/doors ,windows ,complete with frames and shutters (without taking off the shutters) of area exc 1.5 sqm and not exc 4.00 sqmcomplete all as specified and directed by Engineer-in-Charge. |
| 32 | Supply and fix in repair three track powder coated anodized aluminium window frame with sliding shutters with following specifications :- (a) windows frame of section 92x31.75x1.20 mm @0.986kg/Rm. (b)window shutter of aluminium weighing not less than 0.55kg/Rm(c) two nos of glazed shutterswith 5.50 mm thick Plain glass fixing with standard rubber gasket.(d)one nos of Gauzed shutter with 0.63 mm dia aluminium wire and average width aparture 1.40mmnetting mosquito proof withfixing arrangements.(e) Aluminium beadings as per requirement as in fixing for glass and wire mess joining cleats and includinghandles locking arrangements etc. |
| 33 | Supply and fix powder coated aluminium anodised approvedmakedoor shutter in single or double leaf with frames size 83 x 38 x 1.5 mm thick including 5.5 mm thick Plainglass in half or full portion and including12mm thick prelaminated particle board exterior grade, one side with decorative choice and other side balancing(both side white laminated) ,standard rubber gasket,powder coated aluminium beadings, disc type handles two Nos, door stopper, door closer hydraulically regulatedfor each shutters and one mortice lock and joining cleat, 100mm hinges etc complete all as specified and directed by Engineer-in-Charge.Note:-mortice lock shall be measured and paid separately under respective items. |
| 34 | Dismantling stone slabs and tiles of any descritpion or thickness in floors/skirting laid bedded in any mortar complete all as specified and directed by Engineer-in-Charge. |
| 35 | Material and labour for machine cutgreen marblework 18 to 20mm thick (table rubbed andpolished) in steps, jambs, pillars, windowcills, cooking platforms and like in cement mortar (1:4) ncluding pointing in white cement (1:2) using marble dust with admixture of pigment to match with marbleincluding backing coat of rendering 10 mm thick in CM 1:4complete all as specified and as directed by Engineer-in-Charge. |
| 36 | Rounding to edges of stone slabs one edge, such as in steps, cooking platform, andother similar situations |
| 37 | Supply and fix 100 mm size mortice lock with four lever (vertical type) brass body and fixed complete all as specified. |
| 38 | Demolition of brick work/stone masonry built in cement mortar including all quoins arches, pillars all as directed by Engineer-in-Charge. |
| 39 | Material and labour for brick work with Sub class \"B\" bricks, straight or curved on plan exc 6m mean radius built in Cm (1:6) all as specified. |
| 40 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc, including raking out joints, hacking for key, scrubbing down with water etc. |
| 41 | Material and labour for rendering 15 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces, finished fair and even without using extra cement complete all as specified . |
| 42 | Material and labour for rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement, complete all as specified. |
| 43 | Material and labour for rendering 5 mm thick in cement mortar 1:3 as in ceilingsurfaces, finished fair and evenwithout using extra cement complete all as specified. |
| 44 | M&L for preparation of new plastered surface of ceiling andapplyingthree coat of white wash complete all as specified and as directed by Engineer-in-Charge. |
| 45 | M&L for preparation ofnew plastered wall surfaces and applying two coats of oil emulsiondistemper over a coat of alkali resistant primer over two coats wall care puttycomplete all as specified and as directed by Engineer-in-Charge. . |
| 46 | M&L forof old painted wall surfaces and applying two coats of oil emulsion distember of approved make complete all as specified and as directed by Engineer-in-Charge. |
| 47 | M&L for preparation of new plastered surfaceapply two coats of Dr fixit (one coat rain coat water proofing+one coat rain coat classic top coat)of approved shade by Engineer-in-chargeover a coat of primer .The drying time of two coats will be6 to 8 hrs ,including all necessary scoffolding etccomplete all as specified. |
| 48 | Demolition of RCC of any description and in any position not otherwise specifically provided rainforced (rainforcement of cut as required to facilasite demolition etc) complete all as specifed and directed by Engineer-in-Charge. |
| 49 | Material and labour for reinforced cement concrete Type B1 1:2:420mm graded aggregates (nominal mix) for chajjas/roof projections mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 50 | Material and labour for reinforced cement concrete Type B1 1:2:420mm graded aggregates (nominal mix)forbeams/roof beam,cantilevers,bressumers,lintel over 1.5m spancomplete all as specified and as directed by Engineer-in-Charge. |
| 51 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc flat withfair finished of concrete complete all as specified.. |
| 52 | Material and labour for mild steel bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, slabs, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality confirming to TMT bars complete all as specified. |
| 53 | Ditto as per item no 52 but 6mm to 8mm diain stirrups,spaces and binderscomplete all as specified complete all as specified |
| 54 | Completely removal ofexisting water proofing treatment ofany descriptions and in any position (APP membrane, etc) and including demolition concrete paddingwithtop layer of plaster, and rougheningof concrete slab by picking, sweeping clean and washing down with water to remove dust etc and applying evenly cement slurry at the rate of 3kg / sqm over cleaned roof surfaces complete all as specified and as directed by Engineer-in-Charge. |
| 55 | Material and labour for PCC 1:2:4 type BO (using 12.50mm graded stone aggregate) for roof,kerbs or mud stops,roundedor chamfered on eds etc including mixing of admixture fosroc SP 430 of M/S Fosroc chemical @ 250ml per 50kg of cement over existing roof and in padding concrete to maintain required slope complete all as specified and as directed by Engineer-in-Charge.Note:- WPC will be measured and paid separetly under respective item. |
| 56 | Material and labour for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) for roof base of water tanks including mixing of admixture fosroc SP 430 of M/S Fosroc chemical @ 250ml per 50kg of cementcomplete all as specified and as directed by Engineer-in-Charge.Note:- WPC will be measured and paid separetly under respective item. |
| 57 | Supply only of admixture fosroc SP 430 ,Dr fixit Chemical all as specified and as directed by Engineer-in-Charge. |
| 58 | Material and labour for screed bed layer 10 mm thick in CM 1:4 onconcrete surfaces of roof, mixed with integral water proofing compound @ 3% by weight ofcement,finished even and smooth without using extra cementcomplete all asspecified and directed by Engineer-in-Charge. Note:- WPC will be measured and paid separetly under respective item. |
| 59 | Supplyliquidwater proofing compoundmake Fos roc or equivalent make |
| 60 | (i) Material and labour for cleaning the entire roof surface thoroughly to remove all loose particles,dust/dirt particles Apply a coat of oil based bituminous primer 200 gram / square metre on the prepared surface.(ii) Apply a coat of blown type bitumen grade 85/25 conforming to IS:702 heated to a working temperature of 180°C and applied @ 1.20 Kg per square metre of the surface area.(iii) Provide and lay. 4mm thick APP modified torch applied water proofing membrane weighing not less than 4.00 Kg per square meter reinforced with non woven polyester matt, weighing not less than 160gm/sqm having softening point not less than 140°C, Longitudinal tensile strength not less than 650 N/5 CM, tear strength of 180N(Min), astatic puncture resistance of 180, keeping a minimum of 10 cm over laps and 15cm end lap.(iv) Apply a coat of blown type bitumen grade 85/25 conforming to IS:702 heated to a working temperature of 180° C and applied @ 1.20 Kg per square meter of the surface area.(v) Provide and lay. 4mm thick APP modified torch applied water proofing membrane weighing not less than 4.00 Kg per square meter reinforced with non woven polyester matt, weighing not less than 160gm/sqm having softening point not less than 140°C, Longitudinal tensile strength not less than 650 N/5 CM, tear strength of 180N(Min), astatic puncture resistance of 180, keeping a minimum of 10 cm over laps and 15cm end lap.(vi) Apply a coat of blown type bitumen grade 85/25 conforming to IS:702 heated to a working temperature of 180° C and applied @ 1.20 Kg per square meter of the surface area.(vii) Finishing surface with solar reflective bituminous aluminum paint @ 100 gm/Sqm complete all as specified and as directed by Engineer-in-Charge. |
| 61 | S&F of 4mm thick\"E\" classic designer board false ceiling with powder coated GI snap grid frame work of grid size 600 x 600 mm including cutting holes in brick wall built in cement mortar & making good in cement concrete 1:2:4 type B 0 Cement motar 1:3 complete all as specified and directed by Engineer-in-Charge including all necessary drilling and necessary arrangement to fix items as under :-(a)27x27x0.55 mm thick GI angle powder coated duly plugged @ 600mm centre to centre alongwith perimeter of wall.(b) 25x25x0.55 mm thick GI tee powder coated as main and cross runners suspended with 1.6mm dia GI wire suspenders (n.exe 1.2 mtr length) with adjustable clamps and dash true fastners plugging in RCC slab/wooden truss/A.I Runner of slopped roof placed @ 600mm centre to centre from perimeter of wall.(c) Fixing of 4mm thick AC \"E\" Classic designer board of approved texture and finished complete.Note. The complete ceiling work shall be done as per manufactures instruction and as directed by Engineer-in-Charge. |
| 62 | S&F Solid WPC frame (Single Rebated) of approved colour of size 50mm x 75mm made out of solid PVC foam with homogenous fine cellular structure having smooth outer integral skin with suitable metal stiffner and fixed with 100 x 8 sheetmetal CSK screws complete all as specified and as shown on drawing (Note :- Door frame shall be waterproof, termite proof, elegant and should have excellent screws holdingstrength to fix hinges and hold doors properly for a long life) complete all as specified |
| 63 | S&FFactory Made 24 mm thick 100% Solid WPC ( Wood polymer Composite ) LaminatedFlush door Shutter of required size and colour(one side decorativeother side plain )comprising of virgin PVCand Non toxic additives, made from Extrusion process WPC foam sheet Single Extruded ( Inner ) having good screw holding capacity Minimum Compissive of 50 N/mm2,of Class A category with Property of being Termite/ Borer Free.Water/ Moisture Proof and Fire Retardant complete all as specified. |
| 64 | Taking downchowkatsof wooden/steel/aluminium/doors ,windows ,complete with frames and shutters (without taking off the shutters) of area exc 1.5 sqm and not exc 4.00 sqmcomplete all as specified and directed by Engineer-in-Charge. |
| 65 | Taking downchowkats of wooden/steel/aluminium/doors ,windows,ventilations complete with frames and shutters (without taking off the shutters) of area not exc 1.5 sqmcomplete all as specified and directed by Engineer-in-Charge. |
| 66 | Taking downmild steel rolling shutters of area exc 1.50sqm butnot exc 4.0sqm complete all as specified |
| 67 | S&F factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 50mm x 100mm of requiredsize and approved coloured comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximumoxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawaltrength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardantand fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia andlength complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid forseparately). ® Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. complete all as specified and as directed by Engineer-in-Charge. |
| 68 | S&FFactory made30 mm thick single extruded WPC (Wood Polymer Composite) both side laminated/ decorativeof solid shuttercomprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel butt hinges and necessary S S screws shall be paid separately) |
| 69 | S&Fpowder coated aluminium ventilator partly fixed and partly louverd typeshutters,(powder coating of any colour thick ness not less than 50 micron )without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing,anodised aluminium snap beading, screws,loking arrangementsand including 4mm thick frostred glassetc complete all as specified and as directed by Engineer-in-Charge |
| 70 | S&F 300 mm long stain less steelsliding door bolt with sand or die-cast brass hasp, staple (bolt type) and fixing bolt with rolled or drawn brass bolts and fixedComplete all as specifiedand as directed by Engineer-in-Charge. |
| 71 | S & F 100 mm sizestain less steel Butt hinges,with mild steel hinge pin, bright polished and fixed, typeB-11 Complete all as specifiedand as directed by Engineer-in-Charge |
| 72 | S&F 150 mm long stain less steelhandles, Complete all as specifiedand as directed by Engineer-in-Charge |
| 73 | S&F Stain less steel tower bolts, with cast or sheet barrel and rolled or cast bolts and fixed 200mm long. |
| 74 | S&F600 X 450mm bevelled edge mirror, 5mm thick selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed with wooden plugs to wall with chromium plated brass screws and cup washers complete all as specified and as directed by Engineer-in-Charge. |
| 75 | Demolition ofrein- forced cement concrete (RCC water tanks with platform ) as intop of roofs ,floors (other than ground floors ) beams,stair cases,landings,chajjas and similar suspended works etc, (rein forcement cut as required to facilitate demolition /dismental),including remval of debris complete all as specifed and directed by Engineer-in-Charge. |
| 76 | Dismantling of water tanks exc 250& n exc500 ltr capacity and removing to store complete all as specified and directed by Engineer-in-Charge. |
| 77 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) triple layered 500 ltrs capacity hoisted and fixed in positionincluding 25mm dia float ball brass valve and flynut complete, screwed for iron pipe or brass ferrule and fixed all as specified |
| 78 | Dismantling of water tanks exc 500& n exc1000 ltr capacity and removing to store complete all as specified and directed by Engineer-in-Charge. |
| 79 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) triple layered 1000 ltrs capacity hoisted and fixed in positionincluding 25mm dia float ball brass valve and flynut complete, screwed for iron pipe or brass ferrule and fixed all as specified |
| 80 | Cutting tochases, pinning in. makinggood to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, brick wall etc.; andcutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exc 10 cm girth ® complete all as specified. |
| 81 | Taking down 20 mm dia bore GI steel tubing and connection including cleaning and making good dismantaled surface complete all as specified. |
| 82 | S&F GI tubing Medium grade20mm bore conforming to IS-15778 with all fittings such as Tee, bends, elbows, unions sockets and end oieces etc to receive the fittings and fixed withwalls laying in floors complete all as specified. |
| 83 | Taking down 25mm dia bore GI steel tubing and connection including cleaningand making good dismantaled surface complete all as specified. |
| 84 | S&F GI tubing Medium grade25mm bore conforming to IS-15778 with all fittings such as Tee, bends, elbows, unions sockets and end oieces etc to receive the fittings and fixed withwalls laying in floors complete all as specified. |
| 85 | S&Fin repair20 mm dia gate valave fixed to pipe complete all as specified and directed by Engineer-in-Charge. |
| 86 | S&Fin repair25 mm dia gate valave fixed to pipe complete all as specified and directed by Engineer-in-Charge. |
| 87 | S&F CPVC pipes, SDR 11, 16mm outer dia conforming to IS-15778 with all brass fittings such as Tee, bends, elbows, unions sockets andetc to receive the fittings and fixed with solvent on walls/ceiling or laying in floors with concealedcomplete all as specified. |
| 88 | S&F Ceramicwater closet western toilet /commodewall mounted dual typepan, in built dual flushing cistern white including bolts and flush pipe, drain (or outgoing pipe) and flushing pipe andetc including seat coverclosed typeetc complete all as specified. |
| 89 | S&F health faucet ABC) mild steel chromium plated suitable for 15mmdia pipie with 1.25m long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified. |
| 90 | S&FVitreous china white flat back of size 450x300mm wash basins, vitreous china (flat back or angle back type) any size, including cutting for and pinning in ends of brackets or erecting stand but exclusive of fixing of supply and waste pipe including 32 mm dia CP waste fitting complete all as specified and directed by Engineer-in-Charge. |
| 91 | S&F18-20mm thick Granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) usingmarble dust with admixture of pigment to match with shade of granite complete all asspecified. |
| 92 | S&F Vitreous China urinals, half stalltype white snow(excludingflushing cistern ), including flushing pipe pattern ,basin only including conneections to flushing pipe and out goingpipes complete all as specified Make :Cera with cat pot No: S4020104 or Equivalent . |
| 93 | S&FBib taps, fancy type, chromium plated Quarter turnwith crutchsc-rewed down, screwed for iron pipe or for brass ferrule and fixed 15 mm bore complete all as specified and as directed by Engineer-in-Charge. |
| 94 | S&F 15mm stop cock cast copper alloy, fancy type chromium plated, screwed down, high pre-ssure, with crutch or but-terfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed by Engineer-in-Charge. |
| 95 | S&F PVC connection low density polythene pipe 15mm dia, 450mm long, heavy duty with PTMT nuts complete all as specified. |
| 96 | S&F intoilet paper holder of stain less steelfixed to walls with cromium platedbrass screws complete all as specified. |
| 97 | S&Fsoap dish of any typefixed to plugs with chromium platedwith brass screws complete all as specified and directed by Engineer-in-Charge. |
| 98 | M&L for reinforced concrete pipes class NP-2 ,200 mm dia laid and jointed coplete with collars including demolition and breaking up Existing SGSW/RCCpipes concrete bed including packing under and haunchingjointed in cement mortar and taking out of trenches if requiredetc,complete all as specifed and directed by Engineer-in-Charge. |
| 99 | M&L for cutting into existing manholes for connecting new drains, of 150mm dia welding good to pipe incl rendering, cutting out existing benching for and forming branch channel (1/2 round on 3/4 section in cement concrete 1:2;4 type B1 smooth finished and reforming benching as reqired complete all as specified and as directed by Engineer-in-Charge . |
| 100 | S&F PVC (SWR) bend with access door of 110mm bore in radiuscomplete all as specified . |
| 101 | M&L for PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, 110 mm bore complete all as specified. |
| 102 | M&L for PVC (SWR) gullytraps,125/110mm dia meter of outletsetting and jointing with solvent cement complete all as specified. |
| 103 | S&F100mm bore Cone cap cowelcomplete all as specified. |
| 104 | S&F PVC (SWR) Nahani /Floor trap, 75/100 mm dia of out let, plain with grating including jointing to waste pipe with solvent and cement concrete type B1 (1:2:4) & including removing old trap complete all as specified and as directed by Engineer-in-Charge. |
| 105 | Supply and fixgratings doom 110 mm dia of stainless steel fixing with white cement(minimum weight of 30grm)complete all as specified and as directed by Engineer-in-Charge |
| 106 | M&L for PVC (SWR)75mmpipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors or wallscomplete all as specified. |
| 107 | Material and labour for repairing of soffits of slabs, chajja, facia and similar works by dismantling of loose/ disintegrated portion of RCC at any height (upto 10M) and in any sitution, including provn of support,formwork and welding of reinforcement and fixing in position and with provision of weld mesh, applying dubbing 1st coat of 20 to 25mm thick in CM 1:3 finished rough and finishing coat of 10mm thick in CM 1:3 finished even and smooth without using extra cementover and including cement slurry @ 3 kg/sqm, finished even and smooth to desired shapeand applyingtwo coats of weather proof exterior emulsion paint over a coat of arylic resistant primer to match with existing surfaces complete all as specified and directed by Engineer-in-Charge.(weld mesh measured and paid sepatrtely)Note:- (i) Unit rate of this item includes the cost of scaffolding, formwork etc. and nothing extra shall be paid on account of variation in height.(ii) For payment purpose, the area of finished plaster in 2nd coat shall be considered. |
| 108 | Supply and fix Inverter Bulb LED lamp 9 Watt confirming to Cat No LHLDEGEDML8009 of Havell\"s or euivalent in Philips / Bajaj |
| 109 | Supply & fix in replacement of ,New generation energy saving and environmental friendly long life LED street ligh 60 Wattmade up of pressure die cast aluminium housing with high power LED as lighting source and lens embedded PC cover having TOP Opening seperate driver compartment with IP66 protection and impact resistance of IK07 .Make:Bajaj equivalent to CG/Philips/Wipro complete all as specified and directed by Engineer-in-Charge |
| 110 | S&F in MCB DB SPN 4 ways double door with 240 Volt, 200 amps rated bus bar with all accessories flush in the wall including matching the existing surfaceall as specified and directed by Engineer-in-Charge |
| 111 | S&F in replacemen MCB DB SPN 8 ways double door with 240 Volt, 200 amps rated bus bar with all accessories flush in the wall including matching the existing surfaceall as specified and directed by Engineer-in-Charge |
| 112 | S&F in repairs MCB SPN 40 to 63 AMP,240 Volts 10KA \"C\" curve , Complete all as specified and directed by Engineer-in-Charge. |
| 113 | S&F in repairs MCB SP 5 To 32 AMP,single pole 240 Volts 10KA \"C\" curve, Complete all as specified and directed by Engineer-in-Charge. |
| 114 | M&L for sub main wiring drawing through PVC casing and capping with four runs of single core 4 sq mm and Four runs of 4.0 sq mm as earth wire of stranded copper conductor PVC insulated and unsheathed cable of 1100 volts gradeall as directed by Engineer-in-Charge.Note:- Four run of 4 sqmm wire and Two run of 4 sqmm wire and One run of PVC casing caping will be measured as one running meter. |
| 115 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16.0 sq mm 4 core |
| 116 | Excavation in trenches not exc. 1.5m wide and not exc 1.5m in depth and getting out in Soft and loose soil for laying of cable trenches all as specified and directed by Engineer-in-Charge. |
| 117 | All as per item No.114Herein before but in hard dense soil |
| 118 | Returning filling in, including spreading, levelling, watering and well ramming in layer not exc 25cmall as specified. |
| 119 | Removal of surplus soil(excavated soil) to distance not exceeding 50m and depositing where directed by Engineer-in-Charge at a level not exc 1.5m above the starting point and all specified. |
| 120 | M&L for providing dry river sand / crush stone dust for cushioning to UG cable including punning down of sand in layers all as specified. Note :- Cushioning will be measured and paid after punning down. |
| 121 | Supply and laying factory cast, unreinforced precast concrete cable cover factory made embossed the mark “LT CABLE” class LV type1 flat size 250x150x40 mm laid in trenches as specified and as directed by Engineer-in-Charge. |
| 122 | Supply & fixexhaust fans steel body AC single phase 230/ 240 V of size 300 mm sweep with louver complete all as specified and directed by Engineer-in-Charge.Note:- Cost of making hole for Exhaust fan of required size at site is deemed to be included in quoted rates. |
| 123 | Supply and installation of Earthing rods as per following specifications(a) Earthing rod, 25mm pure copper hollow Earthing Rod with strip I pipe Design Length 3m. Copper Terminal of 100x50x5.(b) BFC CompoundThe BFC is carbide based having very high electrical conductivity. BFC having high moisture retaining capacityBFC is hygroscopic, nonmagnetic and non - corrosive in nature and in ROHS compliant .(c) Installation The Earthing electrode will be placed in the ground after a bore is drilled to the depth of 3.5m The Bore drilling will be done with the help of pneumatic boring machine.]50KG BFC will be placed in the bore to cover the Earthing rod from all sides.BFC will be poured in slurry form in properly mixed conditionEarth pit cover square 300x300x240mm to be provided to cover the Earth pit. The Earth pit cover shall be made of Reinforced FRP and should be capable of carrying .The weight of 5 tones.Make : U-Protect,Ashok,JEFF Techno.Note : Electrode must be testedfor short crcuit test of minimum 40ka at CPRI/NABL 2) After installation companytesting & checked test with earth value certificate provide by contractor. |
| 124 | Supply & Fixing for copper strip 20 x 3.15mm includingwith saddles and fixing screws etc for roof conductors and down conductors above ground for earth continuityto wall on batten or recess or chases or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. NOTE: Cement cube for fixnig the strip shall be deemed to be included in qoted rates. |
