Construction Of Bus Stand Complex Cum Multilevel Car Parking In Parassinikkadavu In Anthur Municipality (Phase 1)
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Bid Submission
06 Nov 2025
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EMD
2 Lakhs
Bank guarantee accepted
Document Fee
13100
Non-refundable
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Online
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Competition Type
NCB
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Tender
Location / State
kannur → Kerala
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Available
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Not Available
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Project Description
Construction of Bus stand Complex cum Multilevel Car Parking in Parassinikkadavu in Anthur Municipality (Phase 1)
BOQ
| Sl. No. | Item Description |
| 1 | Foundation & Basement Florr |
| 2 | 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 3 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavatedor stacked materials.All kinds of soil |
| 4 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 5 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 6 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 7 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 8 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 9 | 5.9.16.1 Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 10 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 11 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | 5.9.7 Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) |
| 13 | 5.9.19 Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges |
| 14 | OD273113/2025-2026 DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc.complete as per direction of departmental officers at site. from spec 60.7.2 |
| 15 | 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | OD346197/2025-2026 From spec 5.33.1.4 Providing and laying in position ready mixed or site batched 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 asper 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. 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 work upto plinth levelConcrete of M40 grade with minimum cement content of 390 kg/cum |
| 17 | OD267593/2025-2026 Providing and laying in position ready mixed or site batched 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 ofconcrete. 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 work upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum- Spec from 5.33.1.2 |
| 18 | OD346196/2025-2026 from 5.33.2.4 Providing and laying in position ready mixed or site batched 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 ofconcrete. 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 redesign the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M40 grade with minimum cement content of 390 kg /cum |
| 19 | OD269600/2025-2026 Providing and laying in position ready mixed or site batched 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. 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 redesign the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum- From spec 5.33.2.2 |
| 20 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 21 | 5.22A.6 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 |
| 22 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 23 | 50.6.1.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. |
| 24 | 50.6.3.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete |
| 25 | 13.1.1: 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 26 | 13.16.1: 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 27 | 13.43.1 Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 28 | 13.45.1 Finishing walls with textured exterior pint of required shade:New work (Two or morecoats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm |
| 29 | 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 30 | 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10sqm |
| 31 | 11.41.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 32 | 11.23.1 Marble stone flooring with 18 mm thick marble stone as per sample of marbleapproved by Engineer-in-Charge, over 20 mm (average) thick base of cement mortar1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry includingrubbing and polishing complete with:Makrana white second quality |
| 33 | 11.24 Extra for pre finished nosing to treads of steps of marble stone . |
| 34 | 8.31 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-inCharge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar1:3 (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. |
| 35 | 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wallthickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred atcorners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. squaretube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. squaretube of 19 gauge, EPDM rubber gasket weather seal to be provided through out theframe. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturer's specification and direction of Engineer-inCharge. |
| 36 | 9.120.1 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat mouldedPVC \"C\" channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the \"C\" Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture\"s specification & drawing.30 mm thick plain PVC door shutters |
| 37 | 26.91 Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium corbonate 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) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In- Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately. |
| 38 | 10.6.3 Supplying and fixing rolling shutters of approved make, made of required size M.S.laths, interlocked together through their entire length and jointed together at the endby end locks, mounted on specially designed pipe shaft with brackets, side guides andarrangements for inside and outside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5 cm long wire springsmanufactured from high tensile steel wire of adequate strength conforming to IS:4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90mm M.S. laths with 0.90 mm thick to cover |
| 39 | 10.7 Providing and fixing ball bearing for rolling shutters. |
| 40 | 10.10.1 Fixing standard steel glazed doors, windows and ventilators in walls, including fixingof float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20mm nominal size). |
| 41 | 10.26.3 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes |
| 42 | 12.45.3 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangersof 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at thespacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer\"s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5 mm thick tapered edge gypsum moisture resistant board |
| 43 | 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc to be paid separately) |
| 44 | 18.19.3.2 Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal boreVertical |
| 45 | 18.15.2 Providing and fixing brass bib cock of approved quality :20 mm nominal bore |
| 46 | 18.58.2.1 Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid150 mm nominal size square 100 mm diameter of the inner hinged round grating |
| 47 | 18.7.3 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 includesjointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall25 mm nominal dia pipes |
| 48 | 18.7.4 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. Internal work - Exposed on wall32 mm nominal dia pipes |
| 49 | 18.7.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings 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. Internal work - Exposed on wall40 mm nominal dia pipes |
| 50 | 18.7.6 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 jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50mm nominal dia pipes |
| 51 | 18.8.2 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 ofpipes& 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 wall etc.20 mm nominal dia pipes |
| 52 | 18.8.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings 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 wall etc.25 mm nominal dia pipes |
| 53 | 18.8.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings 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 wall etc.32 mm nominal dia pipes |
| 54 | 18.9.5 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 Engineerin-Charge. External work40 mm nominal dia pipes |
| 55 | 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approvedquality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 56 | 17.3.2 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.c. pan with ISI marked black solid plastic seat and lid |
| 57 | 17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped fronturinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withautomatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 58 | 17.7.3 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Washbasin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 59 | 17.70.1 Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the center of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms |
| 60 | 50.18.9.22.3 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement-110 mm dia Door Elbow |
| 61 | 50.18.9.22.4 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement- 110 mm dia Bend |
| 62 | 50.18.9.22.8 Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes,including jointing with PVC solvent cement -110 mm dia Vent cowl |
| 63 | 50.17.1.4 Supplying and fixing CP Health faucet good quality including cost of materials andlabour charges etc. complete as per the direction of site engineer-in-charge. |
| 64 | 19.4.1.2 Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I.grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P typeWith Sewer bricks conforming to IS: 4885 |
| 65 | 19.30.1.1 Constructing brick masonry chamber for underground C.I. inpection chamber and bends with bricks in cement mortar 1:4 ( 1 cement: 4 coarse sand) C.I.cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg), R.C.C top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 66 | 50.18.9.18.1 Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall |
| 67 | 50.18.8.6.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2 |
| 68 | 50.18.8.8.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2 |
| 69 | 50.18.9.8.1 Providing and fixing PVC pipes includings jointing of pipes with one step PVCsolvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2 |
| 70 | 18.9.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability 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 Engineerin-Charge. External work50 mm nominal dia pipes |
| 71 | 18.9.9 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 Engineerin-Charge. External work100 mm nominal dia pipes |
| 72 | OD275958/2025-2026 Providing and fixing UPVC underground drainage pipes confirming to IS 15328 includings jointing of pipes with one step UPVC solvent cement, trenching, refilling& testing of Joints complete as per direction of engineer in charge.110 mm diaSN8 - From Spec 50.18.9.9.1 |
| 73 | 50.18.9.19.1 Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall |
| 74 | OD275963/2025-2026 Providing and fixing UPVC underground drainage pipes confirming to IS 15328 includings jointing of pipes with one step UPVC solvent cement, trenching , refilling& testing of joints complete as per direction of Engineer in Charge. 160 mm diaSN8 - From Spec 50.18.9.10.1 |
| 75 | 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 gradecement concrete in position to the required line, level and curvature jointed withcement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge) |
| 76 | 11.26.1 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed withgrey cement slurry mixed with pigment to match the shade of the slab, includingrubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarsesand)25 mm thick |
| 77 | 8.32, Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall becoil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylonseparators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component,the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wallwith aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building foroccupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panelcladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shopdrawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with AluminumComposite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places |
| 78 | 9.81.1 Providing and fixing bright finished brass handles with screws etc. complete:125 mm |
| 79 | 9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 80 | 9.74.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:250x10 mm |
| 81 | 8.9.1.2 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade |
| 82 | Ground Floor |
| 83 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 84 | 5.9.16.1 Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 85 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 86 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 87 | 5.9.19 Centering and shuttering including strutting, etc. and removal of form for:Weathershade, Chajjas, corbels etc., including edges |
| 88 | 5.9.7 Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) |
| 89 | OD346193/2025-2026 from 5.33.2.4 Providing and laying in position ready mixed or site batched 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 toaccelerate / 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 andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. 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 redesign the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M40 grade with minimum cement content of 390 kg /cum |
| 90 | OD269685/2025-2026, Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / 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 andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either redesign the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M30 grade with minimumcement content of 350 kg /cum |
| 91 | 5.22A.6 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 |
| 92 | 50.6.1.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etccomplete. |
| 93 | 50.6.3.2 olid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete |
| 94 | 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 95 | 13.16.1, 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 96 | 13.43.1 Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 97 | 13.45.1 Finishing walls with textured exterior pint of required shade:New work (Two or morecoats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm |
| 98 | 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 99 | 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Two or more coats applied on walls @1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10sqm |
| 100 | 11.41.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 101 | 11.23.1 Marble stone flooring with 18 mm thick marble stone as per sample of marbleapproved by Engineer-in-Charge, over 20 mm (average) thick base of cement mortar1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry includingrubbing and polishing complete with:Makrana white second quality |
| 102 | 11.24 Extra for pre finished nosing to treads of steps of marble stone . |
| 103 | 8.31 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-inCharge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar1:3 (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. |
| 104 | 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wallthickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred atcorners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. squaretube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. squaretube of 19 gauge, EPDM rubber gasket weather seal to be provided through out theframe. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturer's specification and direction of Engineer-inCharge. |
| 105 | 9.120.1 Providing and fixing factory made panel PVC door shutter consisting of frame madeout of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers ofapproved make and manufacture. M.S. frame covered with 5 mm thick heat mouldedPVC \"C\" channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall beflat and 20 mm shall be tapered in 45 degree angle on both side forming styles and5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degreeon th inner side to form top and bottom rail and 115 mm wide PVC sheet out ofwhich 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail.Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2)thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottomrail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. framewelded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm widePVC sheet beading on inner side, and joined together with solvent cement adhesive.An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior sideof the \"C\" Channel using PVC solvent adhesive etc. complete as per direction ofEngineer -in-charge, manufacture\"s specification & drawing.30 mm thick plain PVCdoor shutters |
| 106 | 21.1.1.1 Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and othersections of approved make conforming to IS : 733 and IS: 1285, fixing with dashfasteners 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 jointedmechanically wherever required including cleat angle, Aluminnium snap beading forglazing /paneling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dashfasteners to be paid for separately):For fixed portionAnodised aluminium (anodised transparent or dyed to required shadeaccording to IS : 1868, Minimum anodic coating of grade AC 15) |
| 107 | 21.1.2.1 For shutters of doors, windows & ventilators including providing and fixing hinges /pivots and making provision for fixing of fittings wherever required including thecost of EPDM rubber/ neoprene gasket required (Fittings shall be paid forseparately)Anodised aluminium ( anodised transparent or dyed to required shadeaccording to IS : 1868, Minimum anodic coating of grade AC 15) |
| 108 | 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters andpartitions etc. with EPDM rubber / neoprene gasket etc. complete as per thearchitectural drawings and the directions of Engineer - in -Charge. ( Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mmthickness (weight not less than 10kg/sqm) |
| 109 | 10.6.3 Supplying and fixing rolling shutters of approved make, made of required size M.S.laths, interlocked together through their entire length and jointed together at the endby end locks, mounted on specially designed pipe shaft with brackets, side guides andarrangements for inside and outside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5 cm long wire springsmanufactured from high tensile steel wire of adequate strength conforming to IS:4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90mm M.S. laths with 0.90 mm thick to cover |
| 110 | 10.7 Providing and fixing ball bearing for rolling shutters. |
| 111 | 10.10.1 Fixing standard steel glazed doors, windows and ventilators in walls, including fixingof float glass panes with glazing clips and special metal-sash putty of approved make,or metal beading with screws, (only steel windows, glass panes cut to size and glazingclips or metal beading with screws, shall be supplied by department free ofcost.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20mm nominal size). |
| 112 | 10.26.3 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing, staircase railing and similar works, including applying priming coatof approves steel primer.G.I. pipes |
| 113 | 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approvedbrand and manufacture, including providing and fixing top & bottom pivot & doubleacting hydraulic floor spring type fixing arrangement and making necessary holes etc.for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc to be paid separately) |
| 114 | 26.91 Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computernumeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium corbonate 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) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer In- Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately. |
| 115 | 12.45.3 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangersof 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at thespacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm,at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm longG.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed towall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section andperimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of theboard with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats ofprimer suitable for board, all as per manufacturer\"s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made withframe of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5mm thick tapered edge gypsum moisture resistant board |
| 116 | 18.15.2 Providing and fixing brass bib cock of approved quality :20 mm nominal bore |
| 117 | 18.58.2.1 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid150 mm nominal size square 100 mm diameter of the inner hinged round grating |
| 118 | 18.7.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall25mm nominal dia pipes |
| 119 | 18.7.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall32mm nominal dia pipes |
| 120 | 18.7.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall40mm nominal dia pipes |
| 121 | 18.7.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings 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 jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50mm nominal dia pipes |
| 122 | 18.8.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing ofpipes& fittings, with one step CPVC solvent cement and the cost of cutting chasesand making good the same including testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, including cutting chases and making good thewall etc.20 mm nominal dia pipes |
| 123 | 18.8.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing ofpipes& fittings, with one step CPVC solvent cement and the cost of cutting chasesand making good the same including testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, including cutting chases and making good thewall etc.25 mm nominal dia pipes |
| 124 | 18.8.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing ofpipes& fittings, with one step CPVC solvent cement and the cost of cutting chasesand making good the same including testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, including cutting chases and making good thewall etc.32 mm nominal dia pipes |
| 125 | 18.9.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brass threadedfittings. This includes jointing of pipes & fittings with one step CPVC solventcement, trenching , refilling & testing of joints complete as per direction of Engineerin-Charge. External work40 mm nominal dia pipes |
| 126 | 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approvedquality) complete with 6 mm thick hard board ground fixed to wooden cleats withC.P. brass screws and washers complete |
| 127 | 17.3.2 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flushbend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement withspecials of standard make and mosquito proof coupling of approved municipal designcomplete, including painting of fittings and brackets, cutting and making good thewalls and floors wherever required :W.c. pan with ISI marked black solid plastic seatand lid |
| 128 | 17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped fronturinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withautomatic flushing cistern with standard flush pipe and C.P. brass spreaders withbrass unions and G.I. clamps complete, including painting of fittings and brackets,cutting and making good the walls and floors wherever required:One urinal basinwith 5 litre white P.V.C. automatic flushing cistern |
| 129 | 17.7.3 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Washbasin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 130 | 17.70.1 Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 31 mmsingle piece moulded with height of 270 mm, effective length of tail pipe 260 mmfrom the center of the waste coupling, 77 mm breadth with 25 mm minimum waterseal, weighing not less than 260 gms |
| 131 | 50.18.9.22.3 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement-110 mm dia Door Elbow |
| 132 | 50.18.9.22.4 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement- 110 mm dia Bend |
| 133 | 50.18.9.22.8 Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes,including jointing with PVC solvent cement -110 mm dia Vent cowl |
| 134 | 50.17.1.4 PSupplying and fixing CP Health faucet good quality including cost of materials andlabour charges etc. complete as per the direction of site engineer-in-charge. |
| 135 | 50.18.9.18.1 Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testingof joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 -External work- Exposed on wall. |
| 136 | 50.18.8.6.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Concealed work, including cutting chases and making good the wall etc. 50 mm pipe6 kgf/cm2 |
| 137 | 50.18.8.8.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes with one step PVC solvent cement andtesting of joints complete as per direction of Engineer-in-Charge. Concealed work,including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2 |
| 138 | 50.18.9.8.1 Providing and fixing PVC pipes includings jointing of pipes with one step PVCsolvent cement, trenching, refilling & testing of joints complete as per direction ofEngineer in Charge. 75 mm dia 6 Kgf/ cm2 |
| 139 | 18.9.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brass threadedfittings. This includes jointing of pipes & fittings with one step CPVC solventcement, trenching , refilling & testing of joints complete as per direction of Engineerin-Charge. External work50 mm nominal dia pipes |
| 140 | 50.18.9.19.1 Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00m spacing . This includes jointing of pipes with one step PVC solvent cement andtesting of joints complete as per direction of Engineer-in-Charge 110 mm dia 6Kgf/cm2 - External work- Exposed on wall |
| 141 | 8.32 Designing, fabricating, testing, installing and fixing in position Curtain Wall withAluminium Composite Panel Cladding, with open grooves for linear as well ascurvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressureequalisation or rain screen principle as required, proper drainage of water to make itwatertight including checking of all the structural and functional design.(b) Providing fabricating and supplying and fixing panels of aluminiumcomposite panel cladding in pan shape in metalic colour of approved shades made outof 4mm thick aluminium composite panel material consisting of 3mm thick FR grademineral core sandwiched between two Aluminium sheets (each 0.5mm thick). Thealuminium composite panel cladding sheet shall becoil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resincoating of approved colour and shade on face # 1 and polymer (Service) coating onface # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weathersilicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot DipGalvanised with serrations and serrated washers to arrest the wind load movement,fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylonseparators to prevent bi-metallic contacts all complete required to perform as perspecification and drawing The item includes cost of all material & labour component,the cost of all mock ups at site, cost of all samples of the individual components fortesting in an approved laboratory, field tests on the assembled working curtain wallwith aluminium composite panel cladding, cleaning and protection of the curtain wallwith aluminium composite panel cladding till the handing over of the building foroccupation. Base frame work for ACP cladding is payable under the relevantaluminiumitem.s The Contractor shall provide curtain wall with aluminium composite panelcladding, having all the performance characteristics all complete , as per theArchitectural drawings, as per item description, as specified, as per the approved shopdrawings and as directed by the Engineer-in-Charge. However, for the purpose ofpayment, only the actual area on the external face of the curtain wall with AluminumComposite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places. |
| 142 | 9.81.1 Providing and fixing bright finished brass handles with screws etc. complete:125 mm |
| 143 | 9.82 Providing and fixing bright finished brass hanging type floor door stopper withnecessary screws, etc. complete |
| 144 | 9.74.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessaryscrews etc. complete:250x10 mm |
| 145 | 8.9.1.2 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing inwhite cement complete.Granite of any colour and shade |
| 146 | First Floor |
| 147 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 148 | 5.9.16.1 Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 149 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 150 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 151 | 5.9.7 Centering and shuttering including strutting, etc. and removal of form for:Stairs,(excluding landings ) except spiral - staircases) |
| 152 | 5.9.19 Centering and shuttering including strutting, etc. and removal of form for:Weathershade, Chajjas, corbels etc., including edges |
| 153 | OD346190/2025-2026 from 5.33.2.4 Providing and laying in position ready mixed or site batched designmix cement concrete for reinforced cement concrete work; using coarse aggregate andfine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either redesign the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M40 grade with minimumcement content of 390 kg /cum |
| 154 | OD275393/2025-2026 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either redesign the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M30 grade with minimumcement content of 350 kg /cum - From Spec 5.33.2.2 |
| 155 | 5.22A.6 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 |
| 156 | 50.6.1.3 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cmor nearest available size confirming to IS 2185 Part I of 1979 for super structureabove floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1cement :6 coarse sand) etc complete |
| 157 | OD275652/2025-2026 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cmor nearest available size confirming to IS 2185 part I of 1979 for super structureabove floor two level up to floor V level for 10 cm thick wall in : CM 1:6 ( 1 cement :6 coarse sand) including cost of scaffolding complete - From Spec 50.6.3.2 &50.6.1.3 |
| 158 | 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 159 | 13.16.1 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 160 | 13.43.1 Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 161 | 13.45.1 Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm |
| 162 | 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 163 | 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Two or more coats applied on walls @1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10sqm |
| 164 | 11.41.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 165 | 11.23.1 Marble stone flooring with 18 mm thick marble stone as per sample of marbleapproved by Engineer-in-Charge, over 20 mm (average) thick base of cement mortar1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry includingrubbing and polishing complete with:Makrana white second quality |
| 166 | 11.24 Extra for pre finished nosing to treads of steps of marble stone |
| 167 | 8.31 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-inCharge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar1:3 (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. |
| 168 | 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wallthickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred atcorners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. squaretube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out theframe. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturer's specification and direction of Engineer-inCharge. |
| 169 | 9.120.1 Providing and fixing factory made panel PVC door shutter consisting of frame madeout of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers ofapproved make and manufacture. M.S. frame covered with 5 mm thick heat mouldedPVC \"C\" channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall beflat and 20 mm shall be tapered in 45 degree angle on both side forming styles and5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degreeon th inner side to form top and bottom rail and 115 mm wide PVC sheet out ofwhich 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail.Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2)thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottomrail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. framewelded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm widePVC sheet beading on inner side, and joined together with solvent cement adhesive.An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior sideof the \"C\" Channel using PVC solvent adhesive etc. complete as per direction ofEngineer -in-charge, manufacture\"s specification & drawing.30 mm thick plain PVCdoor shutters |
| 170 | 21.1.1.1 Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and othersections of approved make conforming to IS : 733 and IS: 1285, fixing with dashfasteners 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 jointedmechanically wherever required including cleat angle, Aluminnium snap beading forglazing /paneling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dashfasteners to be paid for separately):For fixed portionAnodised aluminium (anodised transparent or dyed to required shadeaccording to IS : 1868, Minimum anodic coating of grade AC 15) |
| 171 | 21.1.2.1 For shutters of doors, windows & ventilators including providing and fixing hinges /pivots and making provision for fixing of fittings wherever required including thecost of EPDM rubber/ neoprene gasket required (Fittings shall be paid forseparately)Anodised aluminium ( anodised transparent or dyed to required shadeaccording to IS : 1868, Minimum anodic coating of grade AC 15) |
| 172 | 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters andpartitions etc. with EPDM rubber / neoprene gasket etc. complete as per thearchitectural drawings and the directions of Engineer - in -Charge. ( Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mmthickness (weight not less than 10kg/sqm) |
| 173 | 10.10.1 Fixing standard steel glazed doors, windows and ventilators in walls, including fixingof float glass panes with glazing clips and special metal-sash putty of approved make,or metal beading with screws, (only steel windows, glass panes cut to size and glazingclips or metal beading with screws, shall be supplied by department free ofcost.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20mm nominal size) |
| 174 | 9.48.1 Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to steel windows by welding |
| 175 | 10.26.3 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing, staircase railing and similar works, including applying priming coatof approves steel primer.G.I. pipes |
| 176 | 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approvedbrand and manufacture, including providing and fixing top & bottom pivot & doubleacting hydraulic floor spring type fixing arrangement and making necessary holes etc.for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc to be paid separately) |
| 177 | 18.15.2 Providing and fixing brass bib cock of approved quality :20 mm nominal bore |
| 178 | 18.58.2.1 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid150 mm nominal size square 100 mmdiameter of the inner hinged round grating |
| 179 | 18.7.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability 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 jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall25mm nominal dia pipes |
| 180 | 18.7.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall32mm nominal dia pipes |
| 181 | 18.7.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall40mm nominal dia pipes |
| 182 | 18.7.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50mm nominal dia pipes |
| 183 | 18.8.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing ofpipes& fittings, with one step CPVC solvent cement and the cost of cutting chasesand making good the same including testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, including cutting chases and making good thewall etc.20 mm nominal dia pipes |
| 184 | 18.8.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing ofpipes& fittings, with one step CPVC solvent cement and the cost of cutting chasesand making good the same including testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, including cutting chases and making good thewall etc.25 mm nominal dia pipes |
| 185 | 18.8.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing ofpipes& fittings, with one step CPVC solvent cement and the cost of cutting chasesand making good the same including testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, including cutting chases and making good thewall etc.32 mm nominal dia pipes |
| 186 | 18.9.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brass threadedfittings. This includes jointing of pipes & fittings with one step CPVC solventcement, trenching , refilling & testing of joints complete as per direction of Engineerin-Charge. External work40 mm nominal dia pipes |
| 187 | 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approvedquality) complete with 6 mm thick hard board ground fixed to wooden cleats withC.P. brass screws and washers complete. |
| 188 | 26.91 Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium corbonate 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) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer In- Charge. (Note: M.S (mild steel) framework with priming coat and necessary SSfasteners and SS screws shall be paid separately. |
| 189 | 12.45.3 Providing and fixing false ceiling at all height including providing and fixing of framework made of special sections, power pressed from M.S. sheets and galvanized withzinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting ofangle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mmdia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangersof 25x10x0.50 mm of required length with nuts & bolts of required size and other endof angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at thespacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thickbottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm,at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I.intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm longG.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mmhigh having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed towall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wallscrews @ 230 mm interval, including fixing of gypsum board to ceiling section andperimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c,including jointing and finishing to a flush finish of tapered and square edges of theboard with recommended jointing compound, jointing tapes, finishing with jointingcompound in 3 layers covering upto 150 mm on both sides of joint and two coats ofprimer suitable for board, all as per manufacturer\"s specification and also includingthe cost of making openings for light fittings, grills, diffusers, cutouts made withframe of perimeter channels suitably fixed, all complete as per drawings, specificationand direction of the Engineer in Charge but excluding the cost of painting with:12.5mm thick tapered edge gypsum moisture resistant board |
| 190 | 17.3.2 Providing and fixing white vitreous china pedestal type water closet (European type)with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flushbend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement withspecials of standard make and mosquito proof coupling of approved municipal designcomplete, including painting of fittings and brackets, cutting and making good thewalls and floors wherever required :W.c. pan with ISI marked black solid plastic seatand lid |
| 191 | 17.7.3 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Washbasin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 192 | 17.70.1 Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 31 mmsingle piece moulded with height of 270 mm, effective length of tail pipe 260 mmfrom the center of the waste coupling, 77 mm breadth with 25 mm minimum waterseal, weighing not less than 260 gms |
| 193 | 50.18.9.22.3 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement-110 mm dia Door Elbow |
| 194 | 50.18.9.22.4 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement- 110 mm dia Bend |
| 195 | 50.17.1.4 Supplying and fixing CP Health faucet good quality including cost of materials andlabour charges etc. complete as per the direction of site engineer-in-charge. |
| 196 | 50.18.9.18.1 Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testingof joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 -External work- Exposed on wall |
| 197 | 50.18.8.6.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe6 kgf/cm2 |
| 198 | 50.18.9.8.1 Providing and fixing PVC pipes includings jointing of pipes with one step PVCsolvent cement, trenching, refilling & testing of joints complete as per direction ofEngineer in Charge. 75 mm dia 6 Kgf/ cm2 |
| 199 | 50.18.9.8.1 Providing and fixing PVC pipes includings jointing of pipes with one step PVCsolvent cement, trenching, refilling & testing of joints complete as per direction ofEngineer in Charge. 75 mm dia 6 Kgf/ cm2 |
| 200 | 18.22.1 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:100 mm diameter |
| 201 | 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm widewith minimum distances of 37 mm from wall face with concealed fittingsarrangement of approved quality and colour, weighing not less than 88 gms |
| 202 | 50.18.8.9.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement andtesting of joints complete as per direction of Engineer-in-Charge. Concealed work,including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2 |
| 203 | 50.18.9.19.1 Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement andtesting of joints complete as per direction of Engineer-in-Charge 110 mm dia 6Kgf/cm2 - External work- Exposed on wall |
| 204 | 8.32 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well ascurvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressureequalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing,fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylonseparators to prevent bi-metallic contacts all complete required to perform as perspecification and drawing The item includes cost of all material & labour component,the cost of all mock ups at site, cost of all samples of the individual components fortesting in an approved laboratory, field tests on the assembled working curtain wallwith aluminium composite panel cladding, cleaning and protection of the curtain wallwith aluminium composite panel cladding till the handing over of the building foroccupation. Base frame work for ACP cladding is payable under the relevantaluminiumitem.s The Contractor shall provide curtain wall with aluminium composite panelcladding, having all the performance characteristics all complete , as per theArchitectural drawings, as per item description, as specified, as per the approved shopdrawings and as directed by the Engineer-in-Charge. However, for the purpose ofpayment, only the actual area on the external face of the curtain wall with AluminumComposite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places |
| 205 | 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank. |
| 206 | 9.81.1 Providing and fixing bright finished brass handles with screws etc. complete:125 mm |
| 207 | 9.82 Providing and fixing bright finished brass hanging type floor door stopper withnecessary screws, etc. complete |
| 208 | 9.74.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessaryscrews etc. complete:250x10 mm |
| 209 | 8.9.1.2 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing inwhite cement complete.Granite of any colour and shade |
| 210 | UG Sump and Septic Tank |
| 211 | 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 212 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavatedor stacked materials.All kinds of soil |
| 213 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 214 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 215 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 216 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 217 | 5.9.16.1 Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 218 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 219 | 5.9.19 Centering and shuttering including strutting, etc. and removal of form for:Weathershade, Chajjas, corbels etc., including edges |
| 220 | OD275273/2025-2026 Providing and laying in position ready mixed or site batched 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 toaccelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. 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 themix or bear the cost of extra cement All work upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum - From Spec 5.33.1.2 |
| 221 | OD275274/2025-2026 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. In case the cement content in design mix is more than 110% of the specifiedminimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of330 kg /cum- from spec 5.33.1.1 |
| 222 | OD275275/2025-2026 Providing and laying in position ready mixed or site batched 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, carriagefor 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. 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 redesign the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum- from spec 5.33.2.1 |
| 223 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 224 | 5.22A.6 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 |
| 225 | 50.6.1.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etccomplete. |
| 226 | 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 227 | 13.16.1 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 228 | 13.43.1 Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 229 | 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 230 | 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Two or more coats applied on walls @1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10sqm |
| 231 | 22.23.1 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerincharge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm |
| 232 | 22.23.2 Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. Thecrystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of theengineerincharge. The product performance shall carry guarantee for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm |
| 233 | 22.12 Supplying and applying bituminous solution primer on roof and or wall surface at0.24 litre per sqm. |
| 234 | 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate)finished with a floating coat of neat cement, including cement slurry, butexcluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominalsize stone aggregate |
| 235 | 9.121 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of crosssection 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant gradeunsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mmthick and shall be filled with suitable wooden block in all the three legs. The frameshall be covered with fiber glass from all sides. M.S. stay shall be provided at thebottom to steady the frame. |
| 236 | 9.122.1 Providing and fixing to existing door frames.30 mm thick Glas Fibre ReinforcedPlastic (FRP) panelled door shutter of required colour and approved brand andmanufacture, made with fire - retardant grade unsaturated polyester resin, moulded to3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame andsuitable blocks of seasoned wood inside at required places for fixing of fittings, castmonolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856,including fixing to frames. |
| 237 | 10.10.1 Fixing standard steel glazed doors, windows and ventilators in walls, including fixingof float glass panes with glazing clips and special metal-sash putty of approved make,or metal beading with screws, (only steel windows, glass panes cut to size and glazingclips or metal beading with screws, shall be supplied by department free ofcost.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20mm nominal size) |
| 238 | 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 239 | 13.48.3 Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqmover an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand andmanufacture |
| 240 | OD275235/2025-2026 Supplying and fixing in position FRP Manhole Cover of load capacity 25T. Square shape 600x600 mm internal dimensions - From spec 19.20 |
| 241 | 22.4.2 Providing and Placing in position suitable PVC water stops conforming to IS : 12200for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete:Dumb bell with central bulb ( 180 mm wide, 8 mm thick) |
| 242 | 22.25.2 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 shall carry guarantee for 10 years against any leakage.For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @0.070kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline [email protected] per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040kg to fill the hole) |
| 243 | 19.33 Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100mm diameter and 1.20 m long complete as per standard design. |
| 244 | TOE Wall |
| 245 | 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 246 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 247 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 248 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 249 | OD276054/2025-2026 Providing and laying in position ready mixed or site batched 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 toaccelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. 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 themix or bear the cost of extra cement All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum -From Spec 5.33.1.1 |
| 250 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 251 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 252 | Interlocking |
| 253 | 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonnecapacity after excavating earth to an average of 22.5 cm depth, dressing to camberand consolidating with road roller including making good the undulations etc. and rerolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 254 | 16.78.2 Construction of granular sub- base by Providing close graded Material conforming tospecifications, mixing in a mechanical mix plant at OMC, Carriage of mixed materialby tippers to work site, for all leads & lifts, spreading in uniform layers ofspecified thickness with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete as per specificationsand directions of Engineer-in- Charge.With material conforming to Grade-II (sizerange 53 mm to 0.075 mm ) having CBR Value-25 |
| 255 | 16.68 Providing and laying 60 mm thick factory made cement concrete interlocking paverblock of M - 30 grade made by block making machine with strong vibratorycompaction, of approved size, design & shape, laid in required colour andpattern over and including 50 mm thick compacted bed of coarse sand, filling thejoints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 256 | Compound Wall & Gate (Front Side) |
| 257 | 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 258 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 259 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 260 | OD276266/2025-2026 DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc.complete as per direction of departmental officers at site. from spec 60.7.2 |
| 261 | 5.9.1 Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 262 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 263 | OD276272/2025-2026 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. In case the cement content in design mix is more than 110% of the specifiedminimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of330 kg /cum- from spec 5.33.1.1 |
| 264 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 265 | OD276315/2025-2026 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either redesign the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M25 grade with minimumcement content of 330 kg /cum- from spec 5.33.2.1 |
| 266 | 5.22A.6 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 |
| 267 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m |
| 268 | 50.6.1.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etccomplete. |
| 269 | 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 270 | 13.43.1 Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 271 | 13.45.1 Finishing walls with textured exterior pint of required shade:New work (Two or morecoats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm |
| 272 | 10.25.2 Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required.In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 273 | 13.48.3 Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqmover an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand andmanufacture |
| 274 | Lighting and Electrial Installation |
| 275 | 1.1.2 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable in surface / recessed steelconduit, with piano type switch, phenolic laminated sheet, suitable size MS box andearthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single corecable etc as required.Group B |
| 276 | 1.5 Wiring for light/ power plug with 2x4 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed steel conduit along with 1 No 4 sq. mm FRLSPVC insulated copper conductor single core cable for loop earthing as required. |
| 277 | 1.6 Wiring for light / power plug with 4x4 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed steel conduit along with 2 Nos 4 sq.mm FRLSPVC insulated copper conductor single core cable for loop earthing as required. |
| 278 | 1.23.4 Supplying and fixing following piano type switch / socket on the existing switch box/cover including connections etc. as required.3 pin 5/6 amp socket outlet |
| 279 | 1.23.5 Supplying and fixing following piano type switch / socket on the existing switch box/cover including connections etc. as required.6 pin 15/16 amp socket outlet |
| 280 | 90.3.20.4 Supply & installation of light fittings on TW round block Supply, conveyance installation testing and commissioning the light fittings of following types made of CRCA with 0.5mm thickness complete with all accessories and lamps etc. directly on wall or ceiling with PVC round block neatly painted to suit the fitting and giving connection with required length of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS and giving connections as required.1200 mm 2X20W LED Lamp with box type fixture |
| 281 | 90.4.10 Conveyance, installation , testing and commissioning of exhaust fans of size up to450mm in the existing opening, fixing necessary anchor bolts / bolt and nuts etc., asrequired including giving connections with the supplied wire along with the exhaustfan. |
| 282 | 19.1 Supply, installation, testing and commissioning of 1200 mm sweep BEE-5 star ratedceiling fan with brushless direct current motor (BLDC) , class of insulation B , 3 no:sblades , 30 cm long down rod , 2no:s canopies, shackle kit, safety rope , copperwinding, power factor not less than .9, service value (CM/M/W) minimum 6.00, Airdelivery minimum 210 cum/min,350 RPM (tolerance as per IS :374-2019, THD lessthan 10% remote or electronic regulator unit for speed control and all remainingaccesories including safety pin, nut and bolts , washers, temperature rise equal to 75deg celsius ( maximum) , insulation resistance more than 2 Megaohm , suitable for230V,50 Hz, single phase AC supply , earthing etc., complete as required: |
| 283 | Circuit Breaker |
| 284 | 2.10.5 Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \"\"C\"\" curve, miniaturecircuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required.Triple pole and neutral |
| 285 | 2.10.2 Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \"\"C\"\" curve, miniaturecircuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required.Single pole and netural |
| 286 | 2.15.2 Supplying and fixing following rating, four pole, (three phase and neutral), 415volts, residual current circuit breaker (RCCB), having a sensitivity current 30milli Amperes in the existing MCB DB complete with connections, testing andcommissioning etc. as required.40 amps |
| 287 | 2.15.3 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30milli Amperes in the existing MCB DB complete with connections, testing andcommissioning etc. as required.63 amps |
| 288 | 2.2.1 Providing and fixing following rating and breaking capacity MCCB withthermomagnetic release and terminal spreaders in existing cubicle panel boardincluding drilling holes in cubicle panel. making connections. etc. as required.100 A, 16KA |
| 289 | 2.2.3 Providing and fixing following rating and breaking capacity MCCB withthermomagnetic release and terminal spreaders in existing cubicle panel boardincluding drilling holes in cubicle panel. making connections. etc. as required.160 Amp, 16KA,TPMCCB |
| 290 | 2.2.19 Providing and fixing following rating and breaking capacity MCCB withthermomagnetic release and terminal spreaders in existing cubicle panel boardincluding drilling holes in cubicle panel. making connections. etc. as required.630 Amp, 50 KA, FPMCCB |
| 291 | Miscellaneous |
| 292 | 90.4.8 Charges for cutting holes suitable for accommodating exhaust fans up to 305mmsweep including plastering colour washing etc. as required |
| 293 | Distribution Box |
| 294 | 90.11.1.10 Supply and installation of sheet steel, phosphatised and painted, dust and verminproof enclosure of MCB DB including copper /brass bus bar, neutral link, earth busand DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitableanchor bolts or fixed in recess including cutting hole on the wall , making good thedamages, colour washing etc. as required4 way (8+12) - three phase double cover (IP42/43) |
| 295 | 90.11.1.11 Supply and installation of sheet steel, phosphatised and painted, dust and verminproof enclosure of MCB DB including copper /brass bus bar, neutral link, earth busand DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good thedamages, colour washing etc. as required6 way (8+18) - three phase double cover (IP42/43) |
| 296 | 90.11.1.12 Supply and installation of sheet steel, phosphatised and painted, dust and verminproof enclosure of MCB DB including copper /brass bus bar, neutral link, earth busand DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitableanchor bolts or fixed in recess including cutting hole on the wall , making good thedamages, colour washing etc. as required8 way (8+24) - three phase double cover (IP42/43) |
| 297 | 90.11.1.13 Supply and installation of sheet steel, phosphatised and painted, dust and verminproof enclosure of MCB DB including copper /brass bus bar, neutral link, earth busand DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitableanchor bolts or fixed in recess including cutting hole on the wall , making good thedamages, colour washing etc. as required12 way (8+36) - three phase double cover(IP 42/43) |
| 298 | 90.11.1.21 Supply and installation of sheet steel, phosphatised and painted, dust and verminproof enclosure of MCB DB including copper /brass bus bar, neutral link, earth busand DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitableanchor bolts or fixed in recess including cutting hole on the wall , making good thedamages, colour washing etc. as required12 way (8+12) - double cover TPN verticalDB with provision for fixing MCCB as incomer and SP/ TP MCB as outgoing (IP42/43) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 08, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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