|
| 1 | Completely removal of existing water proofing treatment of any descriptions and in any position (APP membrane, etc) and including demolition concrete padding with top layer of plaster, and roughening of 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 . |
| 2 | Material and labour for PCC 1:2:4 type BO (using 12.50mm graded stone aggregate) for roof ,kerbs or mud stops,rounded or 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 and minimum thickness being 25 mm complete all as specified and as directed by Engineer-in-Charge . Note:- WPC will be measured and paid separetly under respective item. |
| 3 | Supply only of admixture fosroc SP 430 Chemical all as specified and as directed by Engineer-in-Charge . |
| 4 | Material and labour for screed bed layer 10 mm thick in CM 1:4 on concrete surfaces of roof, mixed with integral water proofing compound @ 3% by weight of cement, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. Note:- WPC will be measured and paid separetly under respective item. |
| 5 | Supply only Liquid water proofing compound |
| 6 | (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 laying 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 laying. 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 . |
| 7 | 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 cement over and including cement slurry @ 3 kg/sqm, finished even and smooth to desired shape and applying two 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. |
| 8 | Dismantling plain or corrugated steel sheeting, any gauge, and thickness including Nainital pattern or similar roof covering, etc complete all as specified. |
| 9 | S&F for Pre- Painted galvalume aluminium zinc coating GI based corrugated steel 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. |
| 10 | Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 11 | S&F joist channel,angle,or tee sections fixed indipendently,with out connecting plates ,etc. cut ordinary length ie., with in 20 mm of length indicated conforming to Fe410-Wgde-E-250 Quality A complete all as specified. |
| 12 | 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. |
| 13 | M&L for Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of anticorrosive (Epoxy)paint over a coat of epoxy primer complete all as specified and directed by Engineer-in-Charge. |
| 14 | 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 surface complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material and labour for plain cement concrete type C2 1:2:4 (20mm graded stone aggregate) as in coping , etc complete all as specified and as directed by Engineer-in-Charge. |
| 16 | Demolition of brick work or stone boulder masonry,built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specifed and directed by Engineer-in-Charge. |
| 17 | M&L for brick work with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6 complete all as specifed and directed by Engineer-in-Charge. . |
| 18 | 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. |
| 19 | M&L for rendering 15 mm thick in cement mortar 1:6 on walls and finished even and smooth without using extra cement etc complete all as specified and as directed by Engineer-in-Charge. |
| 20 | M&L for rendering 15 mm thick cement plaster in CM 1:4 on brick work/concrete surfaces finished even and smooth (without using extra lime or cement) etc complete all as specified and as directed by Engineer-in-Charge. |
| 21 | M&L for preparation of new external surface of wall applying two coats of exterior grade weather resistant, antifungal acrylic paint over one coat of acrylic primer on walls, chajjas complete all as specified and as directed by Engineer-in-Charge. |
| 22 | M&L for preparing newly plastered surfaces of walls and applying two coats of oil bound distemper over a coat of alkali resistant primer over two coats white cement based wall care putty complete all as specified and as directed by Engineer-in-Charge. |
| 23 | Dismantling of water tanks exc 250& but n exc 500 ltr capacity and removing from site complete all as specified and directed by Engineer-in-Charge. |
| 24 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 500 ltrs capacity triple layered hoisted and fixed in position including 25mm dia float ball brass valve and flynut complete, screwed for iron pipe or brass ferrule and fixed all as specified |
| 25 | Dismantling of water tanks exc 500 & n exc 1000 ltr capacity and removing from site complete all as specified and directed by Engineer-in-Charge. |
| 26 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 1000 ltrs capacity triple layered hoisted and fixed in position including 25mm dia float ball brass valve and flynut complete, screwed for iron pipe or brass ferrule and fixed all as specified |
| 27 | Dismantling of water tanks exc1000 & n exc 2000 ltr capacity and removing from site complete all as specified and directed by Engineer-in-Charge. |
| 28 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 2000 ltrs capacity triple layered hoisted and fixed in position including 25mm dia float ball brass valve and flynut complete, screwed for iron pipe or brass ferrule and fixed all as specified |
| 29 | S/F in repair Ball valve of size 20mm dia high pressure of PTMT with epoxy coated aluminium rod & high-density plastic ball screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge |
| 30 | S/F in repair Ball valve of size 25mm dia high pressure of PTMT with epoxy coated aluminium rod & high-density plastic ball screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge |
| 31 | Taking down 15mm dia bore GI steel tubing and connections including cleaning refixing or removal complete all as specified. |
| 32 | S&F CPVC pipes, SDR 11, 20mm outer dia conforming to IS-15778 with all fittings such as Tee, bends, elbows, unions sockets and end pieces etc to receive the fittings and fixed with solvent on walls/ceiling or laying in floors complete all as specified. |
| 33 | Cutting to brick walls chases, pinning in. making good to facings 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 , etc., and making good, cutting not exc 10 cm girth complete all as specified. |
| 34 | Taking down 20mm dia bore GI steel tubing and connection including cleaning and making good dismantaled surface complete all as specified. |
| 35 | S&F for Tubes, ‘medium grade’ galvanised, 20 mm bore with all fitting and fixed complete to walls and ceilings or laid in floors etc incl taking down complete all as specified and as directed by Engineer-in-Charge. |
| 36 | Taking up or down steel/GI/CPVC tubing 25mm and connection, including cleaning for refixing or removal to store complete all as specified. |
| 37 | S&F 25 mm GI tubing medium grade with all fittings such as Tee, bends, elbows, unions sockets and end pieces etc to receive the fittings and fixed with solvent on walls/ceiling or laying in floors complete all as specified. |
| 38 | S&F in repair 20 mm dia gun metal, gate valave of brass fixed to pipe complete all as specified and directed by Engineer-in-Charge. |
| 39 | S&F in repair 25 mm dia gun metal, gate valave of brass fixed to pipe complete all as specified and directed by Engineer-in-Charge. |
| 40 | S&F in repairs Vitreous china wash down water closet (Padestal pattern) pan white including bolts and flush pipe, pedestal pan and trap including connections to drain (or outgoing pipe) and flushing pipe etc including seat cover closed type complete all as specified. |
| 41 | S&F in repair 10 litre PVC valveless, duel function syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets. |
| 42 | S&F in repairs hand shower (Health Faucet), ABS body chromium plated with15mm dia, pipie with 1.25m long flexible tube and ABS wall hook including making connection s and fixed ibn position complete all as specified. |
| 43 | S&F in repair PVC connection low density polythene pipe 15mm dia, 450 mm long, heavy duty with PTMT nuts complete all as specified. |
| 44 | S&F in repair PVC connections, 15 mm size with PTMT nuts of length 600 mm complete all as specified and as directed by Engineer-in-Charge. |
| 45 | S&F in repair high density plythelene and un plasticised pipies of 50mm bore of pressure rating 6kgf/sqmincluding all fittings ,clamps etc complete all as specified |
| 46 | S&F in repair waste fittings 32mm dia, brass, chromium plated for glazed ware sinks, basins, etc, with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed in repair complete specified and as directed by Engineer-in-Charge., |
| 47 | S&F in repair waste fittings 40mm dia, brass, chromium plated for glazed ware sinks, basins, etc, with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed in repair complete specified and as directed by Engineer-in-Charge., |
| 48 | S&F in repair Vitreous china white flat back of size 550x400 mm 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 including of fixing of supply and waste pipe including 32 mm dia CP waste fitting complete all as specified and directed by Engineer-in-Charge. |
| 49 | S&F in repair Pillar taps, fancy type, chromium plated, Quarter turns crewed down, high pressure, with or without lettered ‘Hot' or ‘Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed 15 mm bore complete all as specified and as directed by Engineer-in-Charge. |
| 50 | S&F in repair Chromium plated shower rose 125 mm dia with arm with or with out swivel joints ,any size ,including fixing to steel pipe or union etc complete all as specified. |
| 51 | S&F in repairs Bib taps, fancy type, chromium plated Quarter turn with crutch sc-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. |
| 52 | S&F in repairs Stop valves/Cock/Angle Cock 15 mm dia, fancy type chromium plated, screwed down, high pressure, screwed both ends for 15mm dia pipe or for unions fixed compete all as specified |
| 53 | Taking down steel/aluminium windows/ventilator complete with frames and shutters (without taking off the shutters) of area not exc 1.5 sqm complete all as specified and directed by Engineer-in-Charge. |
| 54 | Taking down 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 sqm complete all as specified and directed by Engineer-in-Charge. |
| 55 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other coloured Frames/ Chowkhat of size 50 x 100mm 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 (maximum oxicity 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 withdrawal trength 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 and length complete as per direction of Engineer-in-Charge. 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. |
| 56 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other coloured Frames/ Chowkhat of size 65x125 mm 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 (maximum oxicity 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 withdrawal trength 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 and length complete as per direction of Engineer-in-Charge. 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. |
| 57 | S&F Factory made 30 mm thick single extruded WPC (Wood Polymer Composite) both side laminated of solid shutter comprising 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) |
| 58 | S&F Providing 30mm thick factory made wire mesh solid WPC door shutter both side decorative /laminated structure consisting of Density 500 Kg /Cbm Manufactured by an ISO-9001-2015 certified Company , Door to be panelled with SS mosquito Mesh and XTN aluminium Mesh for additional strength and safety purpose. (confirming as per IS:4020). The door should be water proof, termite proof, fire retardant and having screw holding capacity. Door to be fixed to frame with 3 nos. M.S powder coated butt hinges size 100mmx25mmx2mm and 32mm long steel screws drilled suitable to pass through both the walls of the M.S tube.Other hardwares should be fixed with 19x6mm size steel screws etc. Complete as per direction of Engineer-in -charge, manufacturer's specification & drawings. |
| 59 | S&F Solid WPC frame (Single Rebated) of size 50mm x 70mm 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 sheet metal CSK screws complete all as specified and as shown on drawing (Note :- Door frame shall be water proof, termite proof, elegant and should have excellent screws holding strength to fix hinges and hold doors properly for a long life) complete all as specified |
| 60 | S&F Factory Made 24 mm thick 100% Solid WPC ( Wood polymer Composite ) Laminated Flush door Shutter of required size and colour (one side decorative other side plain ) comprising of virgin PVC and 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. |
| 61 | S&F 100mm stain less steel heavy grade designer butt hinges medium weight complete all as specified and directed by Engineer-in-Charge |
| 62 | S&F 150 mm stain less steel heavy grade designer handles extruded section fabricated type in any position complete all as specified and directed by Engineer-in-Charge. |
| 63 | S&F 150 mm stain less steel heavy grade designer tower bolts extruded section fabricated type in any position complete all as specified and directed by Engineer-in-Charge. |
| 64 | S&F 300mm long stain less steel SS-304 heavy grade designer sliding door bolt with hasp, staple (bolt type) and fixing bolt with rolled or drawn brass bolts and fixed with door complete all as specified |
| 65 | S &F, in repairs, aluminium alloy wire cloth, 0.45 mm nominal dia of wire and average width of aperture 1.40mm and fixed with in wooden windows, doors etc,and fixing of teak wooden beeding complete all as specified and as directed by Engineer-in-Charg. |
| 66 | S&F in repair Stainless steel ( SS 202 grade ) Curtain rod 25 mm dia 0.80 mm wall thickness, mild steel, chromium plated including supporitng brackets as per sample complete all specified and directed by Engineer-in-Charge. |
| 67 | S&F in repairs Stainless steel ornmental type brackets (Open ends) suitable for curtain rods of 25mm dia complete all specified and directed by Engineer-in-Charge. |
| 68 | S&F in repairs 600 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. |
| 69 | Demolition and breaking up drain pipes of wall/floors of 75/110mm bore (glazed stone ware, PVC or reinforced concrete) pipes and including all fittings (double Y,single Y,bends etc) complete all as specified and directed by Engineer-in-Charge . |
| 70 | S&F 75mm bore for PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified. |
| 71 | S&F 110mm bore for PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified. |
| 72 | S&F110mm bore PVC (SWR) branch piece single Y equal or unequal of complete all as specified . |
| 73 | S&F 75mm bore PVC (SWR) branch piece single Y equal or unequal of complete all as specified . |
| 74 | S&F PVC (SWR) 110mmbore vent cowel complete all as specified . |
| 75 | S&F PVC (SWR) Nahani /Floor trap, 75 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. |
| 76 | S&F PVC (SWR ) gully trap 125/110mm setting and jointing with solvent cement stain less steel gratings fixing with white cement complete all as specified. |
| 77 | S&F PVC (SWR) bends with access door of 75mm bore in radius complete all as specified . |
| 78 | S&F PVC (SWR) bends with access door of 110mm bore in radius complete all as specified . |
| 79 | Dismantling of floor, hearth or wall tiling including cement mortar bedding complete all as specified and directed by Engineer-in-Charge. |
| 80 | 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. |
| 81 | S&F glazed ceramic coloured tiles (300mmx 450mmx7 mm) in vertical surfaces jointed 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. |
| 82 | M&L for vertified ceramic tiles 9mm thick joint free (light shade of square/ rectangular) polished, area of each tiles not exc 0.36 sqm in floors etc,.set and jointed in neat cement slurry and pointed in white or coloured cement to match and including 15mm thick screed bed in CM 1:6 laying floor finished complete all as specified and directed by Engineer-in-Charge. |
| 83 | All as per above item no-82 but as in skirting over and including 10 mm thick backing coat with cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge . |
| 84 | Demolition of cement concrete (un re-inforced) of any description and in any position not other wise specially provided for and removal of rubbish/ demolished materials out of MD land complete all as specified and directed by Engineer-in-Charge. |
| 85 | M&L for Hard core of gauge exc 63 but not exc 100 mm broken stone or boulders deposited spread and levelled as in layers n exc 15 Cm thick, watered and rammed to a true surface broken stone or boulders complete all as specified. |
| 86 | 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. |
| 87 | M&L for chequered cement concrete with glossy finish tiles with grey cement and pigments 30cm x 30cm x 22-25mm thick set and jointed in neat cement slurry in floors over and including 20mm screed bed in CM (1:6) complete all as specified and as directed by Engineer-in-Charge. |
| 88 | 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. Please Enable Macros to View BoQ information |
