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| 1 | Demolishing C.C / R.C.C works by mechanical means and stock piling at designated locations carefully with out damaging adjacent structures and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unserviceable materials separately including cutting reinforcement bars all as directed at site. |
| 2 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of the Project Engineer/ Engineer-in-charge |
| 3 | Dismantling doors, windows and clear storey openings (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) Of area 3.00 SqM and below |
| 4 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 100 m lead For thickness of tiles above 10 mm and up to 25 mm |
| 5 | Dismantling G.I pipes of all diameter external work including excavation and refilling trenches after taking out pipes manually / by mechanical means including stacking of pipes within 100 m lead as per direction of the Project Engineer/ Engineer-in-charge |
| 6 | Dismantling the following dia of C.I pipes including excavation, taking out the pipes manually / by mechanical means, breaking lead caulked joints, melting of lead, making into blocks including stacking of pipes within a lead of 200 m as per direction of the Project Engineer/ Engineer-in-charge. 75 mm Dia to 200 mm Dia C. I pipe |
| 7 | Dismantling flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 100 m lead |
| 8 | Dismantling old plaster / skirting carefully , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead |
| 9 | Lead charges for lead Exceeding 4 KM not exceeding 5 KM, by mechanical transport includinmg loading,unloading, stacking / levelling etc. Debris Beyond 4 Km but up to and including 5 km |
| 10 | Providing structural repairs in old damaged concrete structures / surfaces with approved Polymer with following operations 1) Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water 2) Cleaning the re bars with Acetone for complete rust removal and washing with water to make the surface clean. 3) Applying protective coat / bond coat using polymer and cement in the proportion of 1; 1.5 (1 part of polymer and 1.5 parts of cement in synthetic enamal paint like consistency with brush 4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg ; silica sand 37.50 Kg. mixed with 10 litres of Polymer (or 1 Kg cement : 1.75 kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer) 1.00 Lit 690.00 732.00 5) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per 2 above to be applied and further thick of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed at site using approved polymer suitable for structural repair shall be used) Note: Scaffolding will be paid separately under relevant item |
| 11 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels |
| 12 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. |
| 13 | Providing , centering ,shuttering Form work using PVC Film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc. and deshuttering the same after the specified time all as per drawings and specifications at all levels . Note :1) Steel staging will have to be used for all structural /RCC works at all levels / heights.2) All surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiselling, finishing the same using epoxy silica sand mortar(GP2 of approved equivalent) at no extra payment. 3) The Design of Formwork shall be submitted for approval before commencement of work.4) All tie rod holes, irregularities are to be made good with Conbextra GP2 of approved equivalent at Contractors own cost. For Super Structure |
| 14 | Steel supplied by the contractor. Using TMT bars of specified grades of all sizes. TMT bars to be supplied by the contractor from the own plants only using virgin materials. NOTES 1. The contractor shall supply doCuMentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. |
| 15 | Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. |
| 16 | Providing and constructing brick work in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth up to Floor-II level in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Project Engineer/ Engineer-in-charge. Brickwork in super structure with standard bricks in C.M 1:4 using crushed Sand |
| 17 | Providing and constructing Half brick masonry using bricks of approved quality / class, make/ brand in partition walls in C.M 1:4 (using crushed sand) including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications and as directed by the Project Engineer/ Engineer-in-charge but excluding reinforcement up to 20 m height. (Reinforcement will be paid under relevant item) |
| 18 | Providing 15 mm thick plastering using ready mix Internal plastering compound of approved make for internal faces of brick work/ concrete surfaces, preparation of the surface, curing, cleaning, scaffolding complete all as per specifications, drawings and as directed at site by the the Project Engineer/ Engineer-in-charge. |
| 19 | Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Project Engineer/ Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Project Engineer/ Engineer-in-charge. (only area of the chicken mesh used alone will be measured) |
| 20 | Providing and constructioning Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick PCC(1:4:8) cement concrete foundation, plastering with cement mortar (1:4) 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with PCC (1:2:4) concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item) |
| 21 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix cement plastered on both sides with cement mortar 1:3 finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 230 mm diameter |
| 22 | Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg each), jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm pressure and fixing 1 No 125 mm dia C. P brass grating , complete all as specifications and drawings and as directed by the Project Engineer/ Engineer-in-charge |
| 23 | Providing, supplying, fixing in position, under floors or in walls centrifugally cast iron pipes including required specials like bends, tees, 'Y' collars, cowl etc for soil, waste and ventilation pipes conforming to IS.3989 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site by the Project Engineer/ Engineer-in-Charge. |
| 24 | 75 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint |
| 25 | 100 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kg lead / joint |
| 26 | Providing, laying , jointing, fixing and testing heavy quality ( (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all levels as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Project Engineer/ Engineer-in-charge. Pipes with ISI marked 'C' -Class heavy quality pipes of approved make. |
| 27 | 15 mm dia G.I pipe |
| 28 | 20 mm dia G.I pipe |
| 29 | 25 mm dia G.I pipe |
| 30 | 32 mm dia G.I pipe |
| 31 | 50 mm dia G.I pipe |
| 32 | Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of approved make including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and all levels as directed by the Project Engineer/ Engineer-in-charge |
| 33 | 25 mm n.b |
| 34 | 50 mm n.b |
| 35 | Providing and fixing C.P brass bib cock of heavy quality of specified / approved make as per specifications and as directed by the Project Engineer/ Engineer-in-charge. 15 mm dia bib cock fancy variety quarter turn of approved type and make |
| 36 | Providing and fixing C.P Brass open stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Project Engineer/ Engineer-in-charge. 15 mm n.b CP Brass open stop cock of approved make and type |
| 37 | Providing and Fixing CP brass 100 mm dia shower rose with Shower arm of Specified make as per specifications and as directed by the Project Engineer/ Engineer-in-charge complete |
| 38 | Providing and fixing Heavy Quality C.P brass sink cock (table mounted model) of approved make as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 39 | Providing and fixing heavy quality health faucet with 1.50 metres long flexible hose (hand shower) of approved make with wall brackets and type as per specifications and as directed by the Project Engineer/ Engineer-in-charge |
| 40 | Painting G.I pipes with 2 coats of synthetic enamal paint of approved colour over a coat of approved Zinc Chromate Primer including preparation of surfaces, filling with putty wherever required at all levels as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 41 | 15 mm dia G.I pipe |
| 42 | 20 mm dia G.I pipe |
| 43 | 25 mm dia G.I pipe |
| 44 | 32 mm dia G.I pipe |
| 45 | 50 mm dia G.I pipe |
| 46 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top, with 230 mm brick work in cement mortar 1:4, inside and ouside & all exposed surfaces cement plaster 20 mm thick with cement mortar 1:3 finished with a foating coat of neat cement, foundation concrete of mix 1:3:6 and making necessary channel in cement concrete 1:2:4 finished with a floating coat of neat cement all complete as per standard design , fixing C.I circular manhole cover, C.I steps as per the drawing (C.I frame & cover, C.I steps and excavation work will be paid seperately under relevant Item.) For an initial depth of 910 mm |
| 47 | Extra depth for circular type manhole 910 mm internal dia at bottom and 569 mm Intenal dia at top, in brick work. Beyond 0.91 m |
| 48 | Supplying and fixing Cast Iron Man hole or Cast Iron Steps cover of approved make and weight as specified in the drawings or as directed by the Engineer in charge. |
| 49 | Providing and fixing heavy quality stainless steel / C.P brass grating of approved equvalent make as specified for floor traps / nahani traps all as directed by the Project Engineer/ Engineer-in-charge. SS grating 125 mm dia |
| 50 | Providing and fixing Chinaware Half round Urinal channel 100 / 150 mm dia with or without dead ends set in C.M 1:3 laid to proper slope & grade including finsihing the joints with polymer based tile grout mix as per drawing and as directed by the Project Engineer/ Engineer-in-charge |
| 51 | Providing and fixing Indian water closet (Orissa pan) of apperoved make with 100 mm China ware P or S trap, One Nos. 10 litre High level or low level white PVC flushing cistern with flush pipe & bend with manually controlled device (handle lever) conforming to IS:7231, PVC 15 mm Inlet connection with all fittings and fixtures complete including all connection, embedding in position commissioning, cleaning etc. all as per drawings and specifications and as directed by the Project Engineer/ Engineer-in-charge. White Vitreous china Orissa pattern W.C. pan of size 580x440 mm |
| 52 | Providing and fixing white vitreous china European type Water Closet with 'P' or 'S' Trap with solid seat and lid of approved make, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend, fixing EWC with C.P brass screws, 15 mm PVC heavy quality inlet connection of 450 mm long, including testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed by the Project Engineer/ Engineer-in-charge. E.W.C. pan ordinary colour range with ISI marked white solid plastic seat and lid. |
| 53 | Providing and fixing white vitreous china flat back half stall urinal size 580x380x350 mm / 610 mm of approved make Aquaseal model with Push cock of approved make,with CP brass flush pipe unions, heavy quality C.P. brass spreaders, C.P waste coupling with dome grating, clamp etc. including making G.I water line connection complete all as per specifications drawings and as directed by the Project Engineer/ Engineer-in-charge. (Only G.I. pipes will be paid under relevant Item )Single half stall urinal with C.P brass Flush valve. Note : For fixing flush valve 32 mm G.I water line provision to be made which will be paid under relevant Item . |
| 54 | Providing and fixing viterious China wash basin of approved make and colour with C.I. brackets, 15 m C.P. brass pillar tap of approved make,15 mm x 600mm long PVC Inlet connection, 32 mm heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Project Engineer/ Engineer-in-charge. White vitreous China wash basin size 550 x 400 mm/ 550 x 420 mm and equivalent sizes with single 15 mm C.P. brass pillar tap. |
| 55 | Providing and fixing satin finish stainless steel AISI 304 (18/8) kitchen sink of size 610 x 510 mm without drain board and bowl size 685 x 535 x 250 mm depth as per IS13983 of approved make, with C.I. brackets, fittings and stainless steel plug 40 mm including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls wherever requried complete as per specifications and as directed by the Project Engineer/ Engineer-in-charge. |
| 56 | Providing and fixing 6 mm thick mirrors of size 600 x 450 mm of approved make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete, all as per specifications and as directed by the Project Engineer/ Engineer-in-charge . |
| 57 | Extra for providing and fixing mirrors with approved make- stainless steel 304 grade STUDS (with wall spacers) complete all as per specifications and as directed by the Project Engineer/ Engineer-in-charge |
| 58 | Providing and fixing stainless steel toilet paper holder recessed type of approved make and type with S.S screws as directed by the Project Engineer/ Engineer-in-charge complete. |
| 59 | Providing and fixing 150 X150 mm soap dish of white viterious Chinaware, of approved make including chasing walls making good the same after fixing the China Soap dish etc. complete all as per specifications and as directed by the Project Engineer/ Engineer-in-charge |
| 60 | Providing and fixing C.P brass towel rail of approved make 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Project Engineer/ Engineer-in-charge. |
| 61 | Providing and painting over wooden surfaces with synthetic enamel paint of approved brand and manufacturer of required colour to give an even shade with two coats on new work excluding wood primer including preparation of the surfaces, filling with putty where ever required, scaffolding complete. as per specifications and as directed by the Project Engineer/ Engineer-incharge. |
| 62 | Providing and fixing 15 mm C.P brass 2 in 1 bib cock and Angle cock combination of Heavy Quality of approved make as per specifications and as directed by the Project Engineer/ Engineer-in-charge |
| 63 | Providing & fixing approved type liquid soap dispenser 500 ml capacity with CP brass brackets, cap etc fixed to wall with CP brass screws etc complete. |
| 64 | Providing and fixing VITRIFIED floor tiles of approved make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Project Engineer/ Engineer-in-charge. Using Tiles of size 600 X 600 mm |
| 65 | Providing, supplying and laying pre polished granite slab flooring / dado / Wall cladding/ urinal partition with not less than 17 mm thick granite slabs over 20 mm thick base cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings. Using approved shades other than black |
| 66 | Providing and fixing FRP door shutters flush door / panelled type with plain colour or wooden veneer finish of approved make, design & colour. made out of 1.5 mm thick FRP skin moulded over wooden frame work of 40 mm wide and required thickness wooden styles and minimum 100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foam and fixing with 4 Noss 100 mm (ISI marked) stainless steel hinges with S.S. wood screws . 35 mm thick panelled door type of approved colours including the cost of 100 mm ISI marked heavy quality stainless steel butt hinges with necessary screws. |
| 67 | Providing and fixing 35 mm thick flush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete. |
| 68 | Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, filling with putty where ever required, scaffolding at all levels complete. as per specifications and as directed by the Project Engineer/ Engineer-in-charge |
| 69 | Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete at all levels as per specifications and as directed by the Project Engineer/ Engineer-in-charge |
| 70 | Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / SqM mixed with water proofing cement compound @ 0.253 kg per SqM. including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / SqM mixed with water proofing cement compound @ 0.126 kg / SqM. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by the Project Engineer/ Engineer-in-charge including mixing Engineered micro fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion. complete as directed by the Enginer-in-charge. The treatment to be tested for water tightness before filling the sunken areas. |
| 71 | Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of the Project Engineer/ Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately). Colour anodised Aluminium sections (Minimum anosdizing thickness of 15 micron) |
| 72 | Extra for Colour anodised |
| 73 | Providing and fixing 4 Lever Mortice Lock of approved make suitable for aluminium sections |
| 74 | Removing bitumen based waterproofing treatment from terrace chajjas, parapets etc, and disposal within 50m. Note : All surfaces shall be made free from gross irregularities, loose, unsound or foreign material such as dirt,water, grease, oil, release agents, lacquers, or any other condition that would be detrimental to adhesion of the primer and membrane. This requires careful preparation of existing horizontal and vertical substrates. also includes removal of damaged / spalled concrete carefully up to hard core concrete using sanders / electrically operated angle grinders / wire brushes etc complete and drying the surface by hot air blower near damp areas if required and as directed by the Project Engineer/ Engineer-in-charge. |
| 75 | Dismantling brick bat coba cement based water proofing over roof and chajjas carefully without damaging adjacent structures including lowering and stacking of materials and dispoal of unserviceable materials within 200 m lead as per direction of the Project Engineer/ Engineer-in-charge Please Enable Macros to View BoQ information |
| 76 | Dismantling brick bat coba cement based water proofing over roof and chajjas carefully without damaging adjacent structures including lowering and stacking of materials and dispoal of unserviceable materials within 200 m lead as per direction of the Project Engineer/ Engineer-in-charge Please Enable Macros to View BoQ information |
