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| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 3 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 4 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 5 | Construction of drain along with apron. 150X150MM |
| 6 | Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete.(plinth area of the building at ground floor only shall be measured as per I.S.6313 (Partll 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows: (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm(4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) |
| 7 | Providing and laying in position ready mixed or sitebatched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement..All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work in Plinth Beam |
| 8 | Providing and laying in position ready mixed or sitebatched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement..All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C.work in column (Up to plinth level) |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 11 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 12 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With second class teak wood beading 62X19 mm |
| 13 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :5.5 mm thick glass panes |
| 14 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 15 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (Zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m). |
| 16 | 15 mm plinth plaster (1 cement :4 coarse sand) F.M.-2.25 |
| 17 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. |
| 18 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 19 | Providing and fixing 18 mm thick Granite (gang saw cut), mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1) cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 20 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 21 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 0.90kg/ 10 sqm) |
| 22 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (For Internal wall surface) |
| 23 | 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. |
| 24 | Providing and laying water proofing treatment in sunken portion of WCs, 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 mixed slurry. |
| 25 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. |
| 26 | Fixing of Door, windows/ventilators chaukhats in position. |
| 27 | Fixing of Door, windows/ventilators chaukhats in position. |
| 28 | Fixing of Door, windows/ventilators chaukhats in position. |
| 29 | Providing and fixing 150 mm bright finished floor stainless steel door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
| 30 | Providing & fixing Stainless steel 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 screws etc complete. (a) 250mm x 16mm . |
| 31 | Providing and fixing stainless steel tower bolts (barrel type) with necessary screws etc. complete. |
| 32 | Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm |
| 33 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part (!) 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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws(a) Single leaf |
| 34 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part (!) 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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (b) Extra for double leaf doors |
| 35 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part (!) 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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws both side laminated |
| 36 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 37 | 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 by table vibratory method using PU mould, laid in required colour & pattern over 50 mm 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 required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 38 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor/floor to wall expansion control system for various vertical localtion in load application areas that ccommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer's pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063) Floor Joint of 100 mm gap |
| 39 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical isplacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.)Roof Joint of 100 mm gap |
| 40 | Providing and fixing of expansion joint system elated with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimalexposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063).Wall Joint of 100 mm gap |
| 41 | Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints. 200 mm wide. |
| 42 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 43 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). |
| 44 | Centering and shuttering including strutting, propping etc. and removal of from for all heights.Foundations, footings, bases of columns, etc. for mass concrete. |
| 45 | Centering and shuttering including strutting, propping etc. and removal of from for all heights Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 46 | Centering and shuttering including strutting, propping etc. and removal of from for all heights Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 47 | Centering and shuttering including strutting, propping etc. and removal of from for all heights Suspended floors, roofs, landings, balconies and access platform. |
| 48 | 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C. work in Plinth Band |
| 49 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). R.C.C. work in Lintel |
| 50 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) R.C.C.work in column |
| 51 | Extra for providing lipping with 2nd class eak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 52 | Chequered tiles 22 mm thick in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Light shade pigment using white cement. |
| 53 | TMT Fe-500 iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 54 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M.-2.25 |
| 55 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand. |
| 56 | Supply and fixing of Kota Stone in flooring 25mm thick and joint filled 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12mm base coat (bedding) of 1:2 cement & coarse sand mortar and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, tools & plants etc required for proper completion of the work. 25mm thick |
| 57 | Supply and fixing 10 to 12mm thick Kota Stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand mortar finished with in its cement colour slurry, jointing and polished or approved quality complete, including supply of all materials, labour tools & plants etc required for proper completion of teh work. 25mm thick |
| 58 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. |
| 59 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 15mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. |
| 60 | Supply and fixing 6mm thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. |
| 61 | Extra for providing lipping with 2nd class eak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 62 | Chequered tiles 22 mm thick in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Light shade pigment using white cement. |
| 63 | Providing and laying in position ready mixed or sitebatched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement..All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work in Beam |
| 64 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 65 | Second class teak wood flooring 20mm thick |
| 66 | Hot finished seamless type tubes([email protected]./sqm |
| 67 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per anufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 68 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 1.0 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 69 | Extra for providing lipping with 2nd class eak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 70 | M-150 brick work in 1:4 (one cement and Four coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 71 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:4 cement & coarse sand) |
| 72 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 73 | Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). Wall tiles |
| 74 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 75 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 76 | Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). Wall tiles |
| 77 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 78 | Providing and fixing water closet squatting pan (Indian type W.C. Pan) with 100mm sand cast iron P or S trap, 10 litre low level white PVC flushing clstern etc.White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests |
| 79 | 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 with manually controlled device (handle lever), conforming to IS: 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete Including cutting and making good the walls the walls and floors wherever required. W.C. pan with ISI marked black solid plastic seat and lid |
| 80 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 81 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required: Size 600x450x200 mm |
| 82 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. |
| 83 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed In Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade |
| 84 | 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 & Wall moutain type W.C. of quality and make as approved by Engineer - in - charge. |
| 85 | Providing and fixing C.P. brass bib cock of approved quality conforming.a) 15 mm nominal bore |
| 86 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 87 | 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 quality and colour, weighing not less than 105 gms. |
| 88 | Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (for wash basin waste) 32mm dia nominal bore |
| 89 | Providing & fixing M.S. holder bat clamps of approved design to sand cast Iron/centrifugally cast (Spun) Iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix. (1 cement: 2 coarse 4 graded stone aggregate 20mm nominal a) for 100mm dia pipe. |
| 90 | Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) a) Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) b) 75mm |
| 91 | Providing and fixing cast iron terminal guard 100 mm |
| 92 | g) Providing & fixing UPVC Coupler |
| 93 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 94 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 95 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, Including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer In Charge50mm dia nominal bore |
| 96 | 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. 65mm dia nominal bore |
| 97 | Providing and fixing gun metal gate valve with wheel of approved quality50mm dia nominal bore |
| 98 | Providing and fixing gun metal gate valve with wheel of approved quality 65mm dia nominal bore |
| 99 | Supply of wall hanging drinking online water cooler with bottle filler facility, made by stainless steel top and heavy duty galvanized steel frame. With cooling capacity, ADA Compliant, size 472 mm Depth X 447mm width, flexible bubbler guard , operated between 50 to 120 PSI, Chiller unit Suitable to R134a Refrigerant, Adjustable thermostat control, suitable for 220-230v/50-60 hz A/C Supply Complete with all accessories which include MD-CU29, which is an EPA registered antimicrobial copper that fights off microorganisms which include MRSA and e-coli. The water Fountain shall possess NSF-USA, Green building, energy star saving certification, and to be placed at different location of buidling. As per Enginner Incharge- Make Oasis/ Filtrin/ Eureka Forbes |
| 100 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 101 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia |
| 102 | Providing and fixing Stainless Steel AISI 304(18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherrerever required. Kitchen sink without drain board Size 610x510 mm bowl depth 200 mm |
| 103 | Providing and fixing unplasticised PVC connection pipe with brass unions. 15 mm nominal bore |
| 104 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore |
| 105 | Providing & fixing soil, waste and vent pipes. a) 100mm dia centrifugally cast iron S & S pipe. |
| 106 | Providing & fixing soil, waste and vent pipes. b) 75mm dia centrifugally cast iron S & S pipe. |
| 107 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe. SS 304 grade coupling with EPDM rubber gasket |
| 108 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe. SS 304 grade coupling with EPDM rubber gasket |
| 109 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal b) for 75mm dia pipe. |
| 110 | Providing & fixing cast iron coller. a) 100mm dia. |
| 111 | Providing & fixing cast iron coller. b) 75mm dia. |
| 112 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : a) 100mm inlet & 100mm outlet. |
| 113 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : a) 100mm inlet & 75mm outlet. |
| 114 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm |
| 115 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. b) 75mm |
| 116 | Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905a) 100mm |
| 117 | Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 b) 75mm |
| 118 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100mm |
| 119 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 75x75x75mm |
| 120 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 100x100x100mm |
| 121 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 75x75x75mm |
| 122 | Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75mm |
| 123 | Providing and fixing single unequal plain invert branch of required degree : 100x100x75mm |
| 124 | Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) a) Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) 100mm |
| 125 | Providing and fixing cast iron terminal guard. 75 mm |
| 126 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia |
| 127 | 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 10mm gap for thermal expansion. 110 mm |
| 128 | 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 10mm gap for thermal expansion. 110 mm Bend |
| 129 | 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 10mm gap for thermal expansion. 110 mm Shoe |
| 130 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 131 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm |
| 132 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. 20mm dia nominal outer dia pipes |
| 133 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. 25mm dia nominal outer dia pipes |
| 134 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 20mm dia nominal bore |
| 135 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25mm dia nominal bore |
| 136 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 32mm dia nominal bore |
| 137 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 40mm dia nominal bore |
| 138 | Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore. |
| 139 | Providing and fixing gun metal gate valve with wheel of approved quality. 32mm dia nominal bore |
| 140 | Providing and fixing gun metal gate valve with wheel of approved quality. 40mm dia nominal bore |
| 141 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore |
| 142 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore |
| 143 | Providing and fixing motorized butterfly valves the valve should be able to oprate with hot/cold water medium between 20---120 degree working temperature, the nominal pressure of the valve should be PN 16, leakage rate through the valve disc should be Rate-A Bubble tight to EN1266-1 with integrated flange sealing should ensure positive connection of the valve body seat ring and valve disc and provide a complete isolation of the media from the body. The disc casting should be precision machined and should give a smooth and close disc-to-seat relationship. The stem bearing should comprise of non corrosive PTFE bushing to completely isolate the valve seat from the body, resulting in increase control of the valve disc, lower valve seating torque and longer valve life. The disc should be stainless steel to offer a good corrosion resistance, superior resistance to a broad range of chemical enviorments as well as very low co-efficient of friction and excellent resistance to impact and ultra-violet radiation. For temperatures and rust proof operation the valve disc should be stainless steel material. (Make: Belmio) 50 mm nominal bore |
| 144 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 145 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 150 mm dia |
| 146 | Providing and fixing in floor and wall face Ringfit UPVC ASTRAL ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE: 3917) Type B including jointing with seal ring. (i) Double socketed pipes. 160 mm |
| 147 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. (Make : Astral ) g) Providing & fixing UPVC Coupler |
| 148 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. (Make : Astral ) g) Providing & fixing UPVC Coupler i) 160mm dia |
| 149 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 150 | Kitchen sink without drain board Size 610x510 mm bowl depth 200 mm |
| 151 | a) 15 mm nominal bore |
| 152 | 15 mm diameter |
| 153 | 150 mm diameter |
| 154 | 15mm nominal bore |
| 155 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 156 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 157 | Kitchen sink without drain board Size 610x510 mm bowl depth 200 mm |
| 158 | a) 15 mm nominal bore |
| 159 | Sink Mixer with Swinging Spout (Table Mounted Model) with 450mm Long Braided Hoses (CQT-23309B jaguar) |
| 160 | 15 mm diameter |
| 161 | 150 mm diameter |
| 162 | 15mm nominal bore |
| 163 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 164 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 165 | Supply Installation Testing Commissioning 25 ltr gyser approved by architect and consultant. |
| 166 | a) 15 mm nominal bore |
| 167 | 15 mm diameter |
| 168 | 150 mm diameter |
| 169 | 15mm nominal bore |
| 170 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 171 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 172 | Providing and fixing motorized butterfly valves the valve should be able to oprate with hot/cold water medium between 20---120 degree working temperature, the nominal pressure of the valve should be PN 16, leakage rate through the valve disc should be Rate-A Bubble tight to EN1266-1 with integrated flange sealing should ensure positive connection of the valve body seat ring and valve disc and provide a complete isolation of the media from the body. The disc casting should be precision machined and should give a smooth and close disc-to-seat relationship. The stem bearing should comprise of non corrosive PTFE bushing to completely isolate the valve seat from the body, resulting in increase control of the valve disc, lower valve seating torque and longer valve life. The disc should be stainless steel to offer a good corrosion resistance, superior resistance to a broad range of chemical enviorments as well as very low co-efficient of friction and excellent resistance to impact and ultra-violet radiation. For temperatures and rust proof operation the valve disc should be stainless steel material. (Make: Belmio) 40 mm nominal bore |
| 173 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) |
| 174 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-ironframe or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 175 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 176 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 177 | Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 178 | Construction of granular sub-base by providing close graded Materia 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 and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 179 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. |
| 180 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts |
| 181 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 182 | Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm. |
| 183 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). |
| 184 | Carrigae of manure upto 5 K.M. |
| 185 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. |
| 186 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 187 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if,needed (the grass and good earth shall be paid for separately).2.10.1 In rows 5 cm apart in both directions |
| 188 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 189 | Holes 90 cm dia, and 90 cm deep |
| 190 | Holes 60 cm dia, and 60 cm deep |
| 191 | Holes 45 cm dia, and 45 cm deep. |
| 192 | Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. |
| 193 | Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags. |
| 194 | Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 195 | Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. |
| 196 | Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge. |
| 197 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) |
| 198 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 199 | Providing & fixing of hold fast for chaukhats of doors and windows. |
| 200 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 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, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 201 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 202 | 20mm thick cement plaster in two coats backing cost 17mm and finishing coat 3mm thick of neat cement and marble dust in ratio 5:1 on rough side of single or half brick interior plastering upto floor two level including internal rounded angles. (I) 1cement : 3 coarse sand |
| 203 | Supply and fixing rolling sutters of approved make of 80 x 125 mm (3\\" x 18gauge) cold rolled MS Lath inter lockedthrough their entire length and joinedtogether at the end by locks and mountedon specially designed pipe shaft with brackets. |
| 204 | Providing and fixing ball bearing for rollong shutters. |
| 205 | Providing & fixing of Angle iron frame 40*40*6 mm |
| 206 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire |
| 207 | Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. |
| 208 | 18 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 3 part of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required for proper completion of the work. |
| 209 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (a) 40 mm wide and 35 mm thick |
| 210 | Extra for providing lipping with 2nd class eak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 211 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 212 | Handpump machine 110/63 mm, PVC pipes, stretcher and carrying all platform material, cement etc. to the work site. |
| 213 | Supply of necessary materials for installation work of Handpump as follows Handpump Machine set complete |
| 214 | 110mm dia PVC Pipe 6 Kg/Sqcm |
| 215 | 63mm dia PVC Pipe 6 Kg/Sqcm |
| 216 | 63mm dia Nominal dia Strainer & Blind pipe |
| 217 | 110x63MM dia PVC Reducer |
| 218 | G.I. Pipe 32mm dia (Medium quality ) |
| 219 | Rent of machinery/plant for drilling work by pump and pressure method, digging of pit and erection of tripod, ladder etc. |
| 220 | 150 mm drilling work with pump and pressure.0-30 m (below ground level) |
| 221 | 150 mm drilling work with pump and pressure 31-50 m (below ground level) |
| 222 | Lowering of PVC Pipe (110/63mm) Assembly, Blind Pipe, Strainer (63mm dia) 0-30 m |
| 223 | Lowering of PVC Pipe (110/63mm) Assembly, Blind Pipe, Strainer (63mm dia) 31-50m |
| 224 | Supply coarse sand and pour it around the pipe and strainer up to the perforation strainer. |
| 225 | Bentonite sealing work between bore hole and casing pipe as per requirement (including supply of material) |
| 226 | 8. Installation of India Mark II hand pump with GI pipe and connecting. |
| 227 | After installation of hand pump, development work of the hand pump to the satisfaction of the Engineer in charge. |
| 228 | Disinfection work after development work including materials |
| 229 | Construction of 1.85 m diameter hand pump pedestal and grouting as per approved drawing (including all material and cement) |
| 230 | Construction of drain including labour charges and material |
| 231 | embossing work |
| 232 | water testing work |
| 233 | Contingency expenses 2 percent |
| 234 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 235 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, for all depth, inlcuding getting out the excavted materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc, stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia |
| 236 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150 mm dia. R.C.C. pipe |
| 237 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. |
| 238 | Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement 1:4 (1 Cement : 4 Course Sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 course sand : 6 graded stone aggregate 40mm nominal size,) and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 course sand: 4 graded stone aggregate 20 mm nominal size) finised with floating coat of neat cement, all complete as per standard design:0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter con forming to I.S. 12592, total weight of cover and frame to benot less than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster atthe external surface shall be paid for separately) : With common burnt clay FPS (non modular) bricks of class designation 75 |
| 239 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m |
| 240 | Constructing brick masonary circular manhole 1.22 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 241 | Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 242 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 243 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 244 | Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 245 | 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.80 mm nominal dia Pipes |
| 246 | Providing and fixing gun metal gate valve with wheel of approved quality 80mm nominal bore. |
| 247 | Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); 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 |
| 248 | Pipes, cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia |
| 249 | 150 mm dia. R.C.C. pipe |
| 250 | 250 mm. dia. RCC Pipes |
| 251 | 150 mm. dia. |
| 252 | 250 mm. dia. |
| 253 | With common burnt clay FPS (non modular) bricks of class designation 75 |
| 254 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m |
| 255 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 256 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 257 | Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 258 | All kinds of soil |
| 259 | Product Type: SUBMERSIBLE DRAINAGE PUMPProduct Configuration Pump Classification: Standard Pump Component MaterialsVolute Material: Cast Iron FG 260Impeller Material: Cast Iron FG 260Shaft Material: S.S AISI 410Seal Material: Carbon/Ceramic/NBR/S.S 304Motor Specifications Phase: 3Voltage: 380-415VCable Length: Standard - 5 metresCable Length: Additional - 0 metres: 0Pipework ConnectionFloat Switch: With Float SwitchSolids Diameter LimitMaximum Solids Diameter: 10 mm Flow Rate = 205 LPM Each Pump Head = 9m Each Pump Set Detail = 1W+1S ( 1No. for UGT) |
| 260 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 261 | In all kind of soil upto 3.0m to 4.5m. depth |
| 262 | In all kind of soil upto 4.5 m to 6.0m. depth |
| 263 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size) |
| 264 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 265 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 266 | 1:4 (1 cement: 4 coarse sand) |
| 267 | With 20x20mm square bar |
| 268 | M.D. -10- Circular shape 500mm internal diameter |
| 269 | Drilling of 300mm dia bore hole manually. |
| 270 | 150 mm nominal size dia |
| 271 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 272 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. |
| 273 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. |
| 274 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 275 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 276 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size) |
| 277 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 278 | 1:4 (1 cement: 4 coarse sand) |
| 279 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 280 | With 20x20mm square bar |
| 281 | M.D. -10- Circular shape 500mm internal diameter |
| 282 | Transportation of Rig Machine All types of soil 350 mm dia |
| 283 | `Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 284 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm. |
| 285 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia |
| 286 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 287 | Supplying & Installation of suitable 5 Hp submersible pump B.S or K.S.B or equivalent make with finolex cable 1x3x2.5 squmm(upto 75mtr) withflexible conduit 25mm dia, electrical out door pannel with required electrical fitting such as MCB of 0-25Amp (Havell or Indocopp or MDS make), Volt & Ampere meter (AE make), single phase preventer (Minilac or VSP -1 make) starter (L&T or BCH make) etc of approved make, 40mm HDPE Pipe (25 mtr) and all accessories complete as per requirement of site.a) Contractor shall include the rate of electrical control panels complete with all accessories &controls, all Electrical/Mechanical items as required to operate the system automatic/manual.c) Level Controller with sufficient nos. of low / high level alarms, contacts with electrodes and control wiring for the automatic operation of water supply pumps, Submersible Sump Pumps, to achieve the functional requirement shall be provided. Control wiring between these pumps and water tanks shall be provided.Domestic water pumps must start at low water level in overhead domestic water tank & stop at high level in that water tank. Dry running protection shall be provided for all the pumps.Sequencing shall be provided for each set of pumps. |
| 288 | 1.50 M TO 3.0 M |
| 289 | Cement plaster (1:3) finished with a floating coat of neat cement.20 mm Cement Plaster |
| 290 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 291 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 292 | Providing & fixing 75mm dia vent pipes. |
| 293 | HD . -20- Circular shape 500mm internal diameter |
| 294 | With F.P.S. bricks |
| 295 | 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) |
| 296 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer. |
| 297 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 298 | Making grooves 10 to 12mm wide x 8mm deep in plaster of the wall or in ceiling vertically or horizontally as required. |
| 299 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick |
| 300 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (a) 40 mm wide and 4 mm thick |
| 301 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm. |
| 302 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 10 mm dia and screw. |
| 303 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm. |
| 304 | Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick. |
| 305 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 306 | Providing, supplying and installing precast concrete boundary wall of prefabricated type, comprising M30 grade concrete panels of 130 mm thickness, reinforced with prestressed steel wire, having 6 ft panel height and 7 ft overall wall height, fixed between precast RCC columns of size 8\\" × 8\\", including proper alignment, leveling and grouting of joints, including all materials, labour, tools, transportation and incidental works, complete in all respects as per relevant IS codes and specifications, measured in square metre, as directed by the Engineer-in-Charge |
| 307 | Supply, erection and testing of ISI marked M.S. pipes (class B) and specials etc. (as per IS:1239) for above ground laying for hydrants system includeing transportation of materials upto the worksite, cuttings the pipes to required length, edge preparation, welding, fixing / erection of pipes including specials i.e. bends, tees, reducers, flanges expansion joints wherever required, washers, nuts, bolts etc. in proper position including all supports as per layout. 100 mm dia |
| 308 | Supply, Installation, testing and commissioning of Fire Hydrant valve , bearing to IS:5290 marks, S.S. ,IS: 304 Grade, 63mm oblique instantaneous single out let, 75mm N.B. flanged inlet, brass spindles complete with PVC blank cap . G.I. chain etc. |
| 309 | supply, Installation, testing and commissioning of Branch pipe . S.S. short type with 63mm male instantaneous inlet, male threaded outlet fitted with 15mm, Bore nozzle,having IS: 903 |
| 310 | supply, Installation, testing and commissioning of Fire Hose,RRL hose jacketed with circular woven synthetic fibre,conforming to IS 636:88 63MM DIA.x 15mt. Long with SS 63mm 2 pair of male and female instantaneous coupling having IS :903 mark and duly S.S. wire wounded. The hose shall be rolled and hug to suitable M.S. support in the fire station. |
| 311 | supply, Installation, testing and commissioning of manual swing type Fire hose reel IS:884 comp. with heavy duty reel, 19mm dia. X 30 mtr. Long 2- ply polyster yarn braided / rubber braided pressure hose with heavy duty nylon on/off jet/ spray nozzle, 25mm isolating valve and all other necessory. Please Enable Macros to View BoQ information |
| 312 | supply, Installation, testing and commissioning of manual swing type Fire hose reel IS:884 comp. with heavy duty reel, 19mm dia. X 30 mtr. Long 2- ply polyster yarn braided / rubber braided pressure hose with heavy duty nylon on/off jet/ spray nozzle, 25mm isolating valve and all other necessory. Please Enable Macros to View BoQ information |
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