Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Civil, Retrofitting and Electrical Works |
| 2 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 7 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 8 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Suspended floors, roofs, landings, balconies and accessplatform |
| 12 | 15 mm cement plaster on rough side of single or half brick wallfinished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) |
| 13 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads& lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 cum |
| 14 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made bytable vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 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 requiredsize and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for massconcrete |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 18 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 19 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 22 | Distempering with 1st quality acrylic distember (Ready mix) havingVOC content less than 50 grams/ litre of approved brand andmanufacture to give an even shade : Old work (one or more coats) |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 24 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping groundwithin 50 metres lead. |
| 25 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead :Of area beyond 3 sq. metres each |
| 26 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 27 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 28 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs ordash fastener shall be paid for separately). Sal wood |
| 29 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 30 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 31 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasketetc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paidin basic item):With float glass panes of 4 mm thickness (weight not less than 12.50 kg/sqm) |
| 32 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.Anodized (AC 15) aluminium |
| 33 | Treatment of soil under existing floors using chemical emulsion@ one litre per hole, 300 mm apart including drilling12 mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1%concentration |
| 34 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete inall respect as per the direction of Engineer-in-Charge. |
| 35 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 36 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 37 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thickbase of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing completewith : Raj Nagar plain |
| 38 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardeningcompound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding thecost of nosing of steps etc. complete. |
| 39 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screwsetc. complete : 300x16 mm |
| 40 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 200x10 mm |
| 41 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
| 42 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 43 | Removing white or colour wash by scrapping and sand papering andpreparing the surface smooth including necessary repairs to scratchesetc. complete |
| 44 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work |
| 45 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 46 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm |
| 47 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 48 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shadeof the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 49 | Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 ?45 MPa and adhesive bond strength Class R3 ?1.5 MPa.The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shallcarry guarantee for 10 years against any leakage. For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. |
| 50 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges,making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 25 mm average thickness |
| 51 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compoundconsisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound@ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured. |
| 52 | Demolishing R.B. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer-in- charge. |
| 53 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below |
| 54 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 55 | Providing and laying water proofing treatment in sunken portion ofWCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second 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 polymer mixedslurry. |
| 56 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 57 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 58 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat 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 toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded Code Description Unit RateNo.542star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge),minimum compressive strength of 58 N/mm2, modulus 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 retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions 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. Frame size 45 x 85 mm |
| 59 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size 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)30 mm thick |
| 60 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement:4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 600 mm |
| 61 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 200x10 mm |
| 62 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm |
| 63 | 15 mm cement plaster on rough side of single or half brick wallfinished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) |
| 64 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 65 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 66 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mmwith a pair of 15 mm C.P. brass pillar taps |
| 67 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests |
| 68 | Providing and fixing white vitreous china squatting plate urinal withintegral rim longitudinal flush pipe. |
| 69 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Oval shape 450x350 mm (outer dimensions) |
| 70 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved qualityand colour, weighing not less than 105 gms. |
| 71 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 72 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.20 mm nominal dia Pipes |
| 73 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work25 mm nominal dia Pipes |
| 74 | 20 mm nominal dia Pipes |
| 75 | 32mm nominal dia pipes |
| 76 | 40 mm nominal dia Pipes |
| 77 | 50 mm nominal dia Pipes |
| 78 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore |
| 79 | 32 mm nominal bore |
| 80 | 40 mm nominal bore |
| 81 | 50 mm nominal bore |
| 82 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. |
| 83 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore |
| 84 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore |
| 85 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. ofquality and make as approved by Engineer - in - charge. |
| 86 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.75 mm diameter |
| 87 | 110 mm diameter |
| 88 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Single tee with door75x75x75 mm |
| 89 | 110x110x110 mm |
| 90 | Bend 87.5°75 mm bend |
| 91 | 110 mm bend |
| 92 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 |
| 93 | Removal of Damaged ConcreteRemoval of damaged concrete along with loose damaged and cracked concrete/cover concrete at all specified locations up to beyond the corroded steel reinforcements to a depth of 10 mm minimum behind the reinforcement by chipping/hacking with chisel and hammer or by mechanical means like chisel hammer, pneumatic chippers including high pressure water jetting to chipped concrete and reinforcement and removal and disposal of debris within owners premises including all plant and machineries. Hard concrete shall not be removed. However if the rebar is corroded, concrete around it shall be removed. Depth of chipping may very from 50 mm to 150 mm complete with labour, machinery, tools etc. all as directed by Engg.in charge. The edges of repair location shall be saw cut to a depth of at least 10 mm to avoid feather edging and provide a square edge. Removal of dust, loose particles, marine growth etc. from concrete surface manually by wire brush, mechanically or any other means to obtain a sound surface over areas other than above. Item rate is inclusive of materials all labour, tools and tackles, and transportation etc. complete as per specification and as directed by Engg.-in-charge. Payment shall be made as per actual site measurement. |
| 94 | Rust RemovalCleaning as directed & specified all rust/ scales/corrosion from reinforcement bars using rust remover Reebaklens RR- Rust remover, cleaning and etching agent or equivalent chemical of approved make supplied in 1/2, 1 and 5 Litre containers, having Specific Gravity 1.16 - 1.22 @ 25°C. Reebaklens RR cleaning agent is a combination of acid based material, corrosion inhibitors and dispersing agents and is supplied as a clear green solution. Application of Reebaklens RR or equivalent chemical of approved make with brush for complete wetting of rusted metal surface and allowed to react it for 16-24 hours followed by cleaning the surface with wire brush and washing surface with fresh water as required to exposed reinforcement bars complete as specified. Item rate is inclusive of materials all labour, tools and tackles, and transportation etc. complete as per specification and as directed by Engg.-in-charge. Payment shall be made as per actual site measurement. |
| 95 | Zinc rich Anti-corrosive CoatingProviding & applying inhibition coats/system to exposed reinforcement bars after drying & also new bars after cleaning & removing scales and rust completely as specified. Nitozinc Primer STD- Two component epoxy zincrich primer or equivalent chemical of approved make supplied in 1 and 5 Litre pack, two component system based on metallic zinc and epoxy resin which on mixing gives a grey coloured liquid. An Anti-corrosive coat contents Active 'Zinc-rich' system which combats corrosion by electro chemical means. having specific gravity of 1.75, Adhesive bond strength > 1.5 N/mm2 Zinc content >84 % by weight, 40 microns DFT, Fully dry/ Recoatable - 45 minutes to 1 hour. Typical application includes surface preparations by cleaning steel surface to a bright condition paying particular attention to the back of exposed steel bars, mixed two components slow speed heavy duty drill fitted with a paddle, applying unbroken coat with suitable brush and allow to dry, after 30 mins apply second coat to ensure complete cover to exposed steel/ rebar etc complete. Total Dry film thickness is 40 microns. Item rate is inclusive of materials all labour, tools and tackles, and transportation etc. complete as per specification and as directed by Eng.-in-charge. Payment shall be made as per actual site measurement. |
| 96 | Injection GroutingProviding and executing injection/pressure grouting in cracks in the parent concrete by fixing PVC/Aluminium nipples at 150 mm to 200 mm distance or specified distances as per design and detailed specifications. Pressure grouting using low viscous epoxy grout Conbextra EP10 – epoxy resin injection material or equivalent chemical of approved make supplied in 1.0 Litre pack which can grout gaps ranging from 0.25mm to 9mm, having mix density 1050 kg/m3, Compressive Strength(BS6319 Part 2)-80/mm2 @ 7days, Tensile Strength(BS6319 Part 7)-20 N/mm2 @ 7days, Flexural strength(BS 6319 Part 3)-40 N/mm2 @ 7days. Pressure grouting shall be carry out after surface preparations includes fixing nipples and filling cracks with epoxy mortar one day before grouting, injecting low viscous grout mechanically about pressure 3.5 - 7.0 kg/cm² , removing nipple after grouting and sealing with epoxy mortar etc complete as directed by EIC. Payment shall be made on actual consumption of grout. |
| 97 | Additional ReinforcementCutting, fabricating new reinforcement Fe500 and fixing with old existing reinforcement which was reduced to 20 % or more of its original diameter as provided in original structure and additional steels as directed by EIC to be fixed with tack Welding System or chemical anchor grout Lokfix E77- High performance pure epoxy 3:1 resin cartridge system or equivalent chemical of approved make for anchoring reinforcement supplied in 440 ml cartridge with a single mixer nozzle, application includes drilling hole close to old reinforcement bar with suitable drill as per dia of bar, cleaning the hole with wire brush and compressed air, putting Lokfix E77 or equivalent chemical of approved make with gun followed by placing rebar with slide rotational motion to avoid air void formation etc complete as directed by EIC. Payment shall be made as per actual site measurement. |
| 98 | Shear ConnectorsDrilling holes into existing concrete substrate for anchoring of new rebars with 10 mm dia shear connectors at 0.5 mtr c/c and fixing with chemical anchor Lokfix E77- High performance pure epoxy 3:1 resin cartridge system for anchoring reinforcement or equivalent chemical of approved make supplied in 585 ml cartridge with a single mixer nozzle, embedment depth to be designed as per FOSROC DESIGNFIX software in compliance with EDA 330087-00-0601.The chemical must have European approval according to EAD 330499-00-0601,anchoring in cracked and un-cracked concrete includes fire testing,(threaded rod only) for120 minutes and C1 & C2 seismic approval. It must be approved for use in diamond drilled holes and submerged water conditions and be LEED compliant for low VOC emission. At 30 degree celsius, gel time of the chemical should not be less than 12 minutes and dry curing time should not exceed 9 hours. etc complete as directed by EIC. Payment shall be made as per actual site measurement. |
| 99 | Epoxy Bond CoatProviding and applying Providing and applying Nitobond EP Std or equivalent chemical of approved make bonding agent which shall be an epoxy based two component resin system . The bonding agent shall be applied by brush & should remain in tacky state after application for a minimum period of 120 minutes at 35 deg C. The product shall achieve 40 N/mm2 compressive strength, 15 N/mm2 tensile strength, 25 N/mm2 flexural strength as per BS 6319 standards and 11 N/mm2 bond strength as per ASTM C881 standards. The adhesive bond to the concrete substrate shall exceed the tensile strength of the host concrete etc complete. Item rate is inclusive of materials all labour, tools and tackles, and transportation etc. complete as per specification and as directed by Engg.-in-charge. Payment shall be made as per actual site measurement. |
| 100 | Polymer modified Mortar-Patch repair (Up to Grade M45)Providing and laying Renderoc SP 40 or equivalent chemical of approved make- shrinkage controlled polymer modified single component, alkaline resistant fibre reinforced, thixotropic, cementitious patch repair mortar supplied in 25 kg moisture resistant bag when mixed with clean water at w:p ratio 0.18, achieves compressive strength (BS 1881 Pt.116) -> 20 Mpa at 1 day & > 45 Mpa at 28 days, Tensile Strength(BS 6319 Pt.7) > 2.5 Mpa at 28 Days, Flexural Strength(BS 6319 Pt.3)>7 Mpa at 28 days, Drying shrinkage to ASTM C 157-93, 28 days < 1000 microstrain. Typical application inclues mixing entire bag with clean water about 4.25L to 4.5 L, mixed in suitable container with heavy duty slow speed mixer machine to achieve uniform lump free mortar consistency, placing and finishing the same with trowel carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slabs, piles etc., where the thickness of application is less than 50 mm in patches as per specification after applying bonding coat. Item rate is inclusive of materials all labour, tools and tackles, and transportation etc. complete as per specification and as directed by Engg.-in-charge. Payment shall be made as per actual site measurement. |
| 101 | Application of Micro-concreteCare should be taken to ensure that Renderoc RG or equivalent chemical of approved make is thoroughly mixed in a forced-action mixer of adequate capacity. Alternatively, mix in a suitably sized drum with a high torque(400/500 rpm) rotary drill fitted with a mixing paddle. It is essential that machine mixing capacity and labour availability is adequate to enable the placing operation to be carried out continuously. The quantity water required will generally between 3.75 liters and 4.0 liters per 25 kg bag of Renderoc RG. The optimum water content should be determined and accurately measured into the mixer. However it should not exceed 4.0 litres/25 kg in any case. With the mixer running, slowly empty Renderoc RG bag into the mixer. Mix continuously for 5 minutes, ensuring a smooth even consistency of the mix. Where the addition of graded coarse aggregate has been specified it should be added after the water and Renderoc RG are properly mixed. Mixing should then continue for a further 1 minute to ensure proper dispersion. The mixed material should be placed immediately. if placed by pump, standard concrete pumping practice should be followed. The pump and pipeline must be primed with cement slurry. Pumping should be commenced immediately after priming. If poured in the form work, avoid air entrapment by pouring from one side only. The test result will be obtained at a Water: Powder Ratio of 0.16 @ 30 degree C Compressive strength: 1 Day-10.0 N/mm2, 3 Days-30.0 N/mm2, 7 Days-30.0 N/mm228 Days-50.0 N/mm2; Tensile strength (ASTM C 307)- 2.0 N/mm2 @ 28days; Flexural strength (BS4551-1998)- 5.0 N/mm2 @ 28 days; Young’s Modulus (ASTM D469-94): 25 kN/mm2; Fire rating (EN 1504 cl 5.5)- Class A1; Potential Alkali ReactivityExpansion % (ASTM C1260): < 0.1 %; Thermal Conductivity- 1.5 W/m0CPrior curing is required for Micro concrete after de-shuttering. |
| 102 | Application of Carbon Fibre WrappingProviding and carrying out Fosroc make carbon fibre wraping Nitowrap CWS200 or equivalent chemical of approved make - High Performance high strength, carbon fibre system for structural strengthening to R.C. members. ( Two Layer Wrapping )Surface Preparation : Proper surface preparation to be carried out including cleaning, removal of loose material, dust etc, executing required repairing like epoxy injection grouting, polymer modified mortar, epoxy touching Putty , rounding off edges of structural members to 25mm etc .Application : Prepared substrate shall be primed with Nitowrap 30 or equivalent chemical of approved make epoxy primer supplied in pack size 4 Lit (Base-4.1 kg and Hardener -0.46 kg) at a coverage of 8-10 m2/litre/coat, allow the primer to cure for 24 hours followed by application of first coat of saturant Nitowrap 410 supplied in pack size 5kg ( Base - 3kg and hardener - 2kg) (having Tensile strength >30 MPa; Elongation > 2% ; Flexural strength > 30 MPa ; Tensile Modulous >2400 MPa & Flexural Modulous > 1700 MPa when tested as per ASTM D638 Type I and ASTM D 790 & Glass Transition Temperature > 50 °C as per ASTM E 1356) to be carried out at a coverage of 3.5 to 4 m2/lit/Coat at around 250 microns WFT, cutting of Nitowrap CWS (available in standard roll width of 500 mm and roll length of 50 mtr & 100 mtr) in required size and wrap over wet saturant keeping minimum 150 mm overlap, rolling the same using hard roller to impregnent saturant and again applying second coat of saturant using suitable bush or roller etc, completing as per specification and as directed by Engg.-in-charg. Nitowrap CW fabric used shall exibit the following propereties - fiber density of 1.8 g/cc and shall have tensile strength > 4900 MPa ; tensile modulus > 230 GPa and ultimate elongation of 2.1%.The adhesion of the entire system(FRP Sheet, Saturant and primer combined) with concrete shall be > 3.5 MPa with concrete failure as per ASTM D 4541. Item rate is inclusive of materials all labour, tools and tackles, Shuttering Supporting material and transportation etc. complete as per specification and as directed by Engg.-in-charge. |
| 103 | Removal of existing vegetation growth in the building along with application of 250gm per litre Saline waterin the roots for 2 weeks followed by its uproot along with removal of pre-installed waterproofing system from roof surface. Physically check exposed surface and water ponding test for 72hrs. |
| 104 | Providing surface preparation and applying Nitoproof 600PF or equivalent chemical of approved make a single component pitch free polyurethane waterproofing membrane in 2 coats to form 1.5mm thickness. @ 2kg/m2 The applied waterproofing system shall have Elongation (ASTM D412) : >400%, Crack bridging : 2mm, Tensile strength : 1.9 N/mm2(ASTM D412), Recovery from 95% elongation(ASTM D412) : 95%, Tear resistance (ASTM D624) : 15 kN/m, Initial Shore A Hardness(ASTM 2240) 60, Adhesion in peel test(ASTM C836) > 50 N, Water permeability @ 5bar(BSEN 12390)-Nil, Water vapour transmission 2.3mm film at 0.6 g/m2/hr.All the cracks to be treated with 150 mm width geofabric sandwiched between the 1st coat and 2nd coat of Nitoproof 600 PF or equivalent chemical of approved make. The coating should be taken to a minimum height of 300mm above the screed on the parapet wall and tucked into a groove of 6mm x 6mm. (Repair to the mother slab if any shall be charged extra) |
| 105 | Provide 120 GSM Geotextile layer over the Nitoproof 600 PF or equivalent chemical of approved make membrane which will act as a Separation layer over the Nitoproof 600 PF or equivalent chemical of approved make system & the screed overlay. |
| 106 | Apply integral waterproofing compound Conplast Crystalline or equivalent chemical of approved make 0.8% by wt of cement.over screed concrete. Item in inclusive of supplying and laying of chemical. |
| 107 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 108 | Surface Preparation: Concrete surfaces onto which the Expoband One or equivalent chemical of approved make is to be laid must be sound, frost and dust free. New concrete must be fully cured and free from curing compound. The concrete surface ideally should be wood float finished for the width of Expoband One and free from irregularities, with well deigned arises and no vertical misalignment between each side of the joint. Prepare a suitable width of substrate 50mm wider than the membrane width selected. Sharp arises should be ground down pencil round. Remove all dirt, dust and laitance by rigorous wire brushing needle gun, abrasive blasting or grinding. Any spalling or honeycombing must be repaired prior to the application of the Expoband One system |
| 109 | Mixing and Adhesive Application:Providing and applying Nitobond PC40 thixotropic epoxy or equivalent chemical of approved make adhesive is a 2-pack solvent free epoxy resin system consisting of a off white base and black hardener in pre weighed quantities for easy onsite mixing. The base and hardener into a suitable container shall be emptied and mixed with a paddle and slow speed heavy duty drill, ensuring the sides are scraped down. A uniform grey colour should be obtained after mixing thoroughly. The mixed adhesive is applied to both surfaces to be bonded with a serrated trowel or other suitable spreader. The joint should be closed immediately, if this is not achieved the surface of the adhesive should be slightly scratched immediately prior to closing the joint to expose fresh adhesive. The joint must be closed within the open time of the adhesive. On site monitoring of the operation using lapped asbestos cement panels is recommended.Membrane Fixing:Providing and applying Expoband One or equivalent product of approved make which is a non-reinforced Hypalon membrane incorporating a central release tape, available in 1mm thickness and width of 200mm. The membrane is supplied in a 20-meter roll. Adhesive shall be applied on substrate and Expoband one then Expoband One shall be laid on tacky adhesive and shall be left for 14 days for curing |
| 110 | Aluminium Plate Fixing: Providing and applying minimum 2mm thick metal plate over FPO covering entire width & length of the FPO membrane & extending minimum 20mm extra cover where expansion joint is subjected to heavy traffic movement. Metal plate shall be anchored to concrete on one side with HD fasteners @ 150mm C/C & free to accommodate movement on the other side. Terminate the Membrane on the top of parapet by cutting the groove of size 20mmx15mm and fix it by using 1.5mm thick 20mm X 15mm wide aluminium strip and Fastener. The spacing of fastener should be 250mm c/c and then sealed with epoxy-based ETA approved chemical solution like Fosroc Lokfix. |
| 111 | Demolision of Old Chajja Demolishing cement concrete manually/ by mechanical means includingdisposal of material as per GMC Guideline and lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalentdesign mix) |
| 112 | ReConstruction of Slab Chajja ( Inline with Ground Floor roof Slab and above each window)Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 113 | FormworkCentering and shuttering including strutting, propping etc. and removalof form for chajja |
| 114 | Reinforcement for ChajjaSteel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level using Thermo-Mechanically Treated bars of grade Fe-500D or more . |
| 115 | Anchoring the Reinforcement into existing concreteDrilling holes into existing concrete substrate for anchoring of new rebars with 10 mm dia shear connectors at 0.1 mtr c/c and fixing with chemical anchor Lokfix E77 or equivalent chemical of approved make- High performance pure epoxy 3:1 resin cartridge system for anchoring reinforcement supplied in 585 ml cartridge with a single mixer nozzle, embedment depth of 100mm .The chemical must have European approval according to EAD 330499-00-0601,anchoring in cracked and un-cracked concrete includes fire testing,(threaded rod only) for120 minutes and C1 & C2 seismic approval. It must be approved for use in diamond drilled holes and submerged water conditions and be LEED compliant for low VOC emission. At 30 degree celsius, gel time of the chemical should not be less than 12 minutes and dry curing time should not exceed 9 hours. etc complete as directed by EIC. Payment shall be made as per actual site measurement. |
| 116 | Wring of light point/ fan point / exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with piano type switch , phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FLRS PVC insulateed copper conductor single core cable etc. as requiredGroup A. |
| 117 | Group B |
| 118 | Group C |
| 119 | Wiring for circuit/submain wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire |
| 120 | 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire |
| 121 | 2 x 4 sq. mm + 1 x 4 sq. mm earth wire |
| 122 | 2 x 6 sq. mm + 1 x 6 sq. mm earth wire |
| 123 | 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 124 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.100 mm X 100 mm X 60 mm deep |
| 125 | Suppying and fixing following piano type switch/ socket on the existing switch box/cover including connections etc as required.5/6 amps switch |
| 126 | 15/16 A switch |
| 127 | 3 pin 5/6 amps socket outlet |
| 128 | 6 pin 15/16 A socket outlet |
| 129 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 130 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 131 | Supplying and fixing PVC batten/ angle holder includingconnections etc. as required. |
| 132 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earthbar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)8 way , Double door |
| 133 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)4 way (4 + 12), Double door |
| 134 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\"curve, miniature circuit breaker suitable for inductive load offollowing poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required.Single pole |
| 135 | Double pole |
| 136 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 A |
| 137 | Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 138 | Supply, fitting, fixing of LED Tube Light 20W with connection. Bajaj or equivalent as required. |
| 139 | Supply and installation of 300mm Exhaust Fan including all accessories. Bajaj/Orient make or equivalent. |
| 140 | Supply and installation of 375mm Heavy Duty Exhaust Fan (1400rpm) including all accessories. Bajaj/Orient make or equivalent. |
| 141 | Supply, fitting, fixing of AC ceiling fan of having 1200mm sweep with complete accesorise & connection. Orient make or Equivalent. |
| 142 | Supply, fitting, fixing of 100W outdoor LED Flood light of Bajaj, Kolors make and as per director by the department. |
| 143 | LT DISTRIBUTION PANELSupplying and installation of metal enclosed wall/floor/pedestal mounted front operated cubical type switch gear panel suitable for indoor installation conforming to IS: 8623 (Part I & II). The Panel should be made of sheet steel and thickness not less than 1.6mm and structural steel having light section. The panel shall be completely dust tight and vermin proof and shall be painted with anti corrosive and anti condensation type two coats of primer and two coats of paint. All wiring shall be PVC insulated and PVC sheathed of 1100 volt grade of required size. The panel should have provision of entry of cable at the bottom and also provision of outgoing feeders from the bottom of the panel. The bus bar shall be of high quality TPN 200A Aluminium of uniform cross section. The panel shall consist of the following items (viz. voltmeter, ammeter, CT, indicating lamps, selector switch etc.) connected as per drawing and shall be flush mounted on the front of the panel.Incomer: a) 200A, 4P, 25KA, MCCB - 1 No.b) Spreader Link for 200A, 4P, MCCB (Set of 8Pcs) - 1 Setc) Digital Multifunction meter (0-500V) - 1 No.d) LED Indicator lamp R, Y, B- 3 Nos.e) CT 200/5A, CI-1, Tape wounded- 3 Nos.f) 6A, SP, MCB- 3 Nos.g) Bus-Bars: 250 A TPN AL. Bus Bar of uniform cross-section & Earthing bus (25mmx5mm) – 1 setOutgoing:h) 63A, 4P, 10KA, MCB– 2 Nos. i) 100A, 4P, 16KA, MCCB– 4 Nos. Please Enable Macros to View BoQ information |
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