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| Sl. No. | Item Description |
| 1 | TOURIST SHELTEREarth work in excavation in trenches for foundation pipes, cable etc in ordinary sol (Loam clay or sand) inlcuding lift upto 1.5 Mt. lead upto 30mt. and dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the engineer. Upto 1.5m depth |
| 2 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 3 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 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 of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.. [ Upto Plinth Lvl. ] |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 6 | Steel Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete in all level - TMT Bars of Grade Fe-500D or more. |
| 7 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 8 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 9 | Applying aggregate systems ( Group 1 ) mixing 6 to 8mm Coloured chips with the similar ratio of 35kg per sq.m, placing of 4 inch M-25 grade of concrete floating the surface and finishing expose aggregate system.Concrete surface retarder to be applied on the surface to increase the retention value,after 7 days of curing acrylic sealer to be applied on the surface to cover & protect the surface. ACI exposed can be applied at parking area, pool deck, building premises etc.not recomednded for parking area. (Make ACI/ S.R.E/Pujare) |
| 10 | Providing and laying COUNTRY BLEND SOLID PAVERS 1 SQM SIZE 228X108X70 MM on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (MR) |
| 11 | Providing & fixing White/Colored River (Stone) Pebbles size of 75 to 100mm dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. |
| 12 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. |
| 13 | ACI (HIGH PERFORMANCE STAMPED CONCRETE) Applying and finishing the top surface of concrete, in accordance with sprinkling of ACI color hardener at the rate of 0.31 kg./sq.ft., Floating the surface with different types of floaters, application of release agent at the rate of 0.011 kg./sq.ft , stamping the concrete with stamping tools, cleaning the surface with water and application of acrylic based sealer at the rate of 0.035 ltr/sq.ft, for finishing. Complete for play area, parking areas, Compound flooring, Podium, Basement flooring, External roads etc. |
| 14 | Fixing & supplying of Landscape edging designed with the highest end 304 Stainless Steel, to never rust or corrosion free , customised in \"L\" shape with mounting spikes on one side with each unit\"s fixing based on iinterlocking machanesim with height 8\" & Thickness (gauge) is 0.02\"Steel spikes are 3.9\" long (1 per foot) (Make Zudoo/haofy) |
| 15 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 19 | AMINITY BLOCKExcavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 20 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 21 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 22 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1% concentration |
| 23 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.All works upto plinth levelR.C.C. Work in Footing |
| 24 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.All works upto plinth levelR.C.C. Work in Plinth Beam |
| 25 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.All works upto plinth levelR.C.C. Work in Column |
| 26 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.All works Above plinth levelR.C.C. work in Lintel |
| 27 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.All works Above plinth levelR.C.C. work in Beam |
| 28 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.All works Above plinth levelR.C.C. work in slab |
| 29 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.All works Above plinth levelR.C.C. work in Column |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 34 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 35 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) |
| 36 | Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 37 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 38 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more |
| 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more |
| 41 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. |
| 42 | 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand |
| 43 | 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand |
| 44 | Providing and fixing chicken wire mesh ( Murga jali ) in cement plaster over joints of R.C.C and brickwork. |
| 45 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of Size of Tile 600 x 600 mm |
| 46 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm |
| 47 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 48 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 49 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 50 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screwsBoth side laminated |
| 51 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately)Using R4 series with frame (64 mm & above) x (50 mm & above) & sash (64 mm & above) x (70 mm & above) & mullion (64 mm & above) x (70 mm & above). (Height above 1.8 metre; each openable shutter upto 0.8m width) |
| 52 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles ofrequired size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 53 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including waterthinnable priming coat with cement primer |
| 54 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 55 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 56 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 57 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
| 58 | Providing and fixing ISI marked oxidised M.S. Sliding door bolts with nuts and screws etc. complete300 mm x 16mm |
| 59 | Providing and fixing ISI marked oxidised M.S. Tower bolts black finish, (Barrel Type) with necessaryscrews etc. complete250 mm x 10mm |
| 60 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS 4992 with necessary screws etc. complete.125mm |
| 61 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. |
| 62 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-lll) : 4 graded stone aggregate 6 mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, rougheningcleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.40 mm thick |
| 63 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarsesand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 64 | 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 end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufacturedfrom high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters |
| 65 | Providing and fixing ball bearing for rolling shutters. |
| 66 | GUARD ROOMExcavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 67 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 68 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 69 | Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete.(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer\"s standard dilution) |
| 70 | 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 71 | 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 72 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 73 | M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 74 | Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). |
| 75 | Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 76 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 77 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. |
| 78 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 79 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 80 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 81 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer 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 /10 sqm(For Internal wall surface) |
| 82 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete |
| 83 | Providing and laying cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound.conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.All above operations to be done in order and as directed and specified by the Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 84 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) (1933) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts, locks, handles, springs fittings with necessary screw to be supplied departmentally. 35 mm thick |
| 85 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 86 | Providing and fixing WAW Alumunium system/ or equivalent window T6306 grade alumunium 3 tracK slidingwindow ,with fixing and 5 mm toughened glass, powder coating in desired shade and design as aprpoved by Architect in charge including the cost of necessary fittings, fixtures, handles etc. as required to the complete satisfaction of Engineer in charge |
| 87 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer 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 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 88 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 89 | Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm. |
| 90 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.(a) 250 mm x 10mm |
| 91 | Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm. |
| 92 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm |
| 93 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to |.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc.complete.Size of Tile 600x600 mm |
| 94 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red |
| 95 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 96 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform. |
| 97 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete |
| 98 | Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 99 | ELECTRICAL GUARD ROOMWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group - C |
| 100 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 101 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 102 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 103 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. |
| 104 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. |
| 105 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required |
| 106 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required |
| 107 | Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 108 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 109 | Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver). |
| 110 | Supplying and fixing brass batten/ angle holder including connection etc. as required. |
| 111 | Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. |
| 112 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan |
| 113 | Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)6 Way Double Door |
| 114 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole |
| 115 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Double pole |
| 116 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 117 | Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes:2 Pair (4 core) |
| 118 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required1 or 2 Module (75mmX75mm) |
| 119 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as requiredTelephone socket outlet |
| 120 | Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Up to 35 sq.mm. |
| 121 | Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 4 x 16 sq.mm |
| 122 | Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.2 X 16 sq. mm (22mm) |
| 123 | PLUMBINGProviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm dia (for rain water) |
| 124 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Single Push Fit Coupler110 mm dia |
| 125 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Plain bend 87.5 deg110 mm dia |
| 126 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm dia |
| 127 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 128 | TURF PAVER BLOCKEarth work in exacavation in trenches for foundations pipes cables etc. in ordinary soil (loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. |
| 129 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil |
| 130 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. |
| 131 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 132 | Providing and laying COUNTRY BLEND SOLID PAVERS 1 SQM SIZE 228X108X70 MM on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. |
| 133 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement 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 per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).. |
| 134 | MURAL WALLEarth work in excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 m. & lead of 30 m. including filling, watering and ramming of excavated earth dressing of sides and ramming of bottoms filling of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth in 200 mm th. layers and getting out (removal of) the excavated surplus soil and disposal of surplus excavated soil as directed by engineer-in-charge up to a distance of 30 m from foundation trenches |
| 135 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. |
| 136 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.[ Plinth Beam ]Upto Plinth Lvl. |
| 137 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.[ Plinth Beam ]Above Plinth Lvl. |
| 138 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.. [ Footing ] |
| 139 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.. [ Column ]Upto Plinth Lvl. |
| 140 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.. [ Column ]Above Plinth Lvl. |
| 141 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 142 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. |
| 143 | Steel Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete in all level - TMT Bars of Grade Fe-500D or more. |
| 144 | 12mm Cement plaster with cement mortar in proportion of1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. |
| 145 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick Red Sand Stone |
| 146 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 147 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. |
| 148 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 149 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concree |
| 150 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 151 | GLOW GARDENSITC of Image Projector Light made up ofDie Casting Magnesium Alloy and matt black finish Ingress protection rating (DIN EN 60529): IP65 . Power consumption of the image projector should be 100W- 150W, The projector should have built-in facility such as Cooling Mode : Convection + Fan, Input Voltage : 100-240V AC,50-60Hz, Projector to providedwith minimum 4 numbers of rotating gobos with decorative patterns and in-built auto controller. LED Make Similar to : EPISTAR / CITIZEN / OSRAM / SEOUL/BRIDGELUX, Ingress protection rating (DIN EN 60529): IP65. Image projector should be installed with suitable brackets arrangement. |
| 152 | Providing & erecting 4 m high (clear height) galvanisedoctagonal pole with foundationbolts having bottom of 130 mm A/F, top 70 mm A/F on provided foundationas per specification no. OH-PL/OPL |
| 153 | Supply of artistic animal form to be made in translucent polymer of special grade so that uniform glow of the desired colour is achieved from the surface of the polymer. The polymer to be sculpted/formed in the desired artistic shape of illuminated deer shaped sculpture (Male, Female and Baby deer) . These should artistically be installed in a form to create glow and aesthetics to theseunique elements of nature. These animal forms to be illuminated using special looped LED lights embedded inside the polymer to provide effective and natural looking glow to the animal form. Size of the setshould be 45x28x48 inch, 48x28x60 inchand 70x21x83 inch. DC24V IP67 LED Driver should be provided seperately for each animal. Each animal should be installed on concrete base structure using anchor bolt. Bidder should submit the Design Registration Certificate / Representation sheet of the product from Government of India at the time of Bid. |
| 154 | SITC of artistic animal form to be made in translucent polymer of special grade so that uniform glow of the desiredcolour is achieved from the surface of the polymer. The polymer to be sculpted/formed in the desired artistic shape of illuminated Pegasus shaped sculpture . This should artisticallybe installed in a form to create glow and aesthetics to theseunique elements of nature. These animal forms to be illuminated using special looped LED lights embedded inside the polymer to provide effective and natural looking glow to the animal form. Height of the Pegasus should be 6 feet x proportionate length. DC24V IP67 LED Driver should be provided seperately for each animal. Each animal should be installed on concrete base structure using anchor bolt. Bidder should submit the Design Registration Certificate / Representation sheet of the product from Government of India at the time of Bid. |
| 155 | SITC of artistic animal form to be made in translucent polymer of special grade so that uniform glow of the desiredcolour is achieved from the surface of the polymer. The polymer to be sculpted/formed in the desired artistic shape of illuminated Squirrel shaped sculpture . This should artisticallybe installed in a form to create glow and aesthetics to theseunique elements of nature. These animal forms to be illuminated using special looped LED lights embedded inside the polymer to provide effective and natural looking glow to the animal form. Height of the Squirrel should be minimum 2 feet. DC24V IP67 LED Driver should be provided seperately for each animal. Each animal should be installed on concrete base structure using anchor bolt. Bidder should submit the Design Registration Certificate / Representation sheet of the product from Government of India at the time of Bid. |
| 156 | SITC of artistic animal form to be made in translucent polymer of special grade so that uniform glow of the desired colour is achieved from the surface of the polymer. The polymer to be sculpted/formed in the desired artistic shape of illuminated Tiger shaped sculpture . This should artisticallybe installed in a form to create glow and aesthetics to these unique elements of nature. These animal forms to be illuminated using special looped LED lights embedded inside the polymer to provide effective and natural looking glow to the animal form. Height of the Tiger should be minimum 3 feet x proportionate width.DC24V IP67 LED Driver should be provided seperately for each animal. Each animal should be installed on concrete base structure using anchor bolt. Bidder should submit the Design Registration Certificate / Representation sheet of the product from Government of India at the time of Bid. |
| 157 | SITC of artistic bird form to be made in translucent polymer of special grade so that uniform glow of the desired colour is achieved from the surface of the polymer. The polymer to be sculpted/formed in the desired artistic shape of illuminated Flamingoshaped sculpture . This should artistically be installed in a form to create glow and aesthetics to these unique elements of nature. The sculpture should be illuminated using special looped LED lights embedded inside the polymer to provide effective and natural looking glow to the bird form. Height of the Flamingo should be 3 feet x proportionatewidth. DC24V IP67 LED Driver should be provided seperately for each bird sculpture. Each bird sculpture should be installed on concrete base structure using anchor bolt. Bidder should submit the Design Registration Certificate / Representation sheet of the product from Government of India at the time of Bid. |
| 158 | SITC of artistic Insects form to be made inin Acrylonitrile butadiene styrene of special grade so that uniform glow of the desired colour is achieved from the surface of the polymer. The polymer to be sculpted/formed in the desired Animatronic Bee shaped public lighting fixture . This should artisticallybe installed in a form to create glow and aesthetics to theseunique elements of nature. These forms to be illuminated using special looped LED lights embedded inside the polymer to provide effective and natural looking glow to the Insects form. Size of the animatronic Bee should have L700 mm and proportionate width with the thickness of 10-15 cm . DC12/24V IP67 LED Driver should be provided seperately for each Bee/group of Bee. Bidder should submit the Design Registration Certificate / Representation sheet of the product from Government of India at the time of Bid. |
| 159 | SITC of blooming structure to be made of M.S. circular section as per suitable design bent to shape to form artistic shape. Structure to have minimum 4 boughs streched out and further multiple twigs (12-16) to give natural look. Structure to be illuminated by strand of LED Lights (Warm White/Static Pink). Structure to be special coated for corrosion resistance andto be provided by round baseplate. Structure to operate at Voltage : AC 220-230V. Wattage of the structure must be 150W-200W LED Lights to have Ingress protection rating (DIN EN 60529): IP65. Height of the structure to be 3 meters and width to be proportionate. |
| 160 | SITC of artistic floral form to be made of special grade polymer so that uniform glow of the desired colour is achieved from the surface of the polymer. The polymer to be formed in the desired artistic shape ofRose of various colours . This should be artisticallyinstalledto create glow and aesthetics to these unique elements of nature. These floral forms to be illuminated using special LED lights embedded inside the polymer to provide effective and natural looking glow. Size ofthe floral form should have height 700mm with stem and flower diameter 80 mm, Floral elements should be installed using suitable mounting arrangement, Floral elements should be provided with IP67 constant voltage DC12V/DC24V LED Driver. |
| 161 | SITC of artistic floral form to be made in translucent polymer of special grade so that uniform glow of the desired colouris achieved from the surface of the polymer. The polymer to be formed in the desired artistic Illuminated Artificial Sunflower . This should be artisticallyinstalledto create glow and aesthetics to theseunique elements of nature. These floral forms to be illuminated using special LED lights embedded inside the polymer to provide effective and natural looking glow. Size of the floral form should have height 1.2meter and width proportionate. DC24V IP67 LED Driver should be provided seperately for each Flower. Each Flower should be installed on concrete base structure using anchor bolt. Bidder should submit the Design Registration Certificate / Representation sheet of the product from Government of India at the time of Bid. |
| 162 | SITC of LED illuminated Desk made up of Rotational moulded polyethylene diffuser and weather- proof. Aesthetically designed to suit outdoor environment. Wattage of the luminaire should be 30W- 40W,Input Voltage : AC DC 12V/ DC 24V, Mean ratedservice life L70(tq 25 °C) = 50,000 h. LED MakeSimilar to : EPISTAR / CREE / OSRAM / SEOUL, ingress protection rating (DIN EN 60529): IP65 and complete with required water proof power supply. Glow Desk should be installed on concrete base structure using anchor bolts.Bidder should submit the Design Registration Certificate / Representation sheet of the product from Government of India at the time of Bid. |
| 163 | SITC of Stone Finish Decorative radiance globule manufactured by translucent resin material. Fixture to be self glowing to give radiant effect. Size must be diameter of 500-700 mm. Wattage of the luminaire should be 8W-12W, Output of the illumination should be in static warm white color, Input Voltage : AC 230V / DC 24V , Mean ratedservice life L70(to 25 °C) = 50,000 h. Ingress protection rating (DIN EN 60529): IP65. Glow Balls should be installed on concrete base structure using anchor bolt. Bidder should submit the Design Registration Certificate / Representation sheet of the product from Government of India at the time of Bid. |
| 164 | SITC of rectangular shape embedded effects instrumental Spinet engine delivers interactive touch lighting with audio effects.. System to create interactive experiences that are defined from a set of simple colours palettes with music. Housing should be made in stainless steel + coated tempered glass, Instrumental Spinet panel should have following technical features : High brightness RGB LEDs, capacitive motion / proximity sensors and Built-in programmableinteractive effects engine and complete with required power supply. Suitable for completely outdoor use with having IP65 ingress protection. Size of an each panel should be L100xW30xHcm. Wattage of each Panel : 28W, Control Mode DMX512, Total length of instrumental Spinet should be at least 6 meters. Interactive Lights should be provided with constant voltage DC24V LED Driver. Instrumental Spinet engine should have backdrop dispay upto 6 feet height with dynamic color changing LED Lights. |
| 165 | Supplying& erecting three phase, 415V, street light control panel up to the max load of 12kW, TPN MCB 63A, powder coated CRCA 14 SWG sheet, outdoor type, having IP54,IK10protection,suitable rating contactor,24 hrs. astronomical time switch with minimum 5 years battery back up, auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc. for automaticoperation, with overcurrent,short circuit, earth fault protectionon provided iron frame / CC foundation |
| 166 | Supplying,erecting & marking SPMCB 0.5A to5A in provided distributionboard as per specification no.SW- SWR/MCB |
| 167 | Supplyingand laying (including excavationof suitable width & depth up to 90 cm) 75 mm outside dia. double wall corrugatedpipes (DWC) of HDPE for enclosing cable below ground/roadsurface, to required depth complete. |
| 168 | Supplying& erecting triple pole and neutral distributionboard (TPNDB),SPMCB of 12 ways /phase (36 poles), with door, 1.2mm thicknesssurface/flush mounted,IP 43Protectionon iron/GI frame (horizontalbusbar type) as per specification no. SW- SWR/MCBDB |
| 169 | Supplying& erecting triple pole and neutral distributionboard (TPNDB),3 pole/ 4 pole MCCB as incomer & outgoing SP MCB (12 poles) or TP MCB of 4 ways (12 poles), with door, 1.2mm thickness, surface/flush mounted,on iron/GI frame (vertical busbar type) as per specification no. SW- SWR/MCBDB1 |
| 170 | Supplying,erecting & marking TPMCB 6A to 32A, with rated short - circuit breaking capacity (Icn) 10kA in provided distributionboard as per specification no. SW- SWR/MCB |
| 171 | BHARAT DARSHANExcavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. |
| 172 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 173 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone Ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 174 | 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 175 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 176 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 177 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 178 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 179 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement: 2 stone dust) with an admixture of pigment to match the shade of stone.Red/Pink sand stone |
| 180 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 181 | Providing and laying Non Woven Geotextile Fabric Lightweight 3.5 oz. Geotextile Drainage Fabric Fabric Type: Non Woven; Material Polyester Thickness 0.8 mm; Length 100 MTR TO 150 MTR (make: Dyna Geo/ or equivalent) (MR) |
| 182 | Providing and laying COUNTRY BLEND PERFORATED PAVERS 1 SQM SIZE 228X108X70 MM) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (MR) |
| 183 | Applying aggregate systems ( Group 1 ) mixing 6 to 8mm Coloured chips with the similar ratio of 35kg per sq.m, placing of 4 inch M-25 grade of concrete floating the surface and finishing expose aggregate system.Concrete surface retarder to be applied on the surface to increase the retention value,after 7 days of curing acrylic sealer to be applied on the surface to cover & protect the surface. ACI exposed can be applied at parking area, pool deck, building premises etc.not recomednded for parking area. (Make ACI/ S.R.E/Pujare) |
| 184 | Designing, supplying, fixing, and installing mini monuments of customized size as required, each representing prominent Indian temples including “Badrinath Temple, Rameshwaram Temple, Jagannath Temple andDwarka Dham”, all forming a \"3D representation of Bharat Darshan\", where FRP is chosen as the primary material for carving the mini monuments. The stone must be fine-grained, reddish, or buff-colored, and sourced locally. The material must be free from cracks, lines, stains, and inconsistencies in shade. The work shall be carried out as per attached drawings with different process of i.e. carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. including foundation & support with all necessary T&P etc. All complete design and drawing aspects must be approved by the Architect in charge to ensure that the final product accurately reflects the vision and requirements of the project. |
| 185 | EDPM FLOORINGEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 186 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil |
| 187 | Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. |
| 188 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 189 | Providing and laying ofEPDM Rubber Flooring 36mm thick including the cost of labour, Material and T & P etc. required for proper complition of work as directed by Engineer-in-charge. |
| 190 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand |
| 191 | STAMPED CONCRETE PATHWAYSurface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil |
| 192 | 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 : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 193 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. |
| 194 | ACI (HIGH PERFORMANCE STAMPED CONCRETE) Applying and finishing the top surface of concrete, in accordance with sprinkling of ACI color hardener at the rate of 0.31 kg./sq.ft., Floating the surface with different types of floaters, application of release agent at the rate of 0.011 kg./sq.ft , stamping the concrete with stamping tools, cleaning the surface with water and application of acrylic based sealer at the rate of 0.035 ltr/sq.ft, for finishing. Complete for play area, parking areas, Compound flooring, Podium, Basement flooring, External roads etc. |
| 195 | Fixing & supplying of Landscape edging designed with the highest end 304 Stainless Steel, to never rust or corrosion free , customised in \"L\" shape with mounting spikes on one side with each unit\"s fixing based on iinterlocking machanesim with height 8\" & Thickness (gauge) is 0.02\"Steel spikes are 3.9\" long (1 per foot) (Make Zudoo/haofy) |
| 196 | EXPOSED AGGREGATE PATHWAYSurface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil |
| 197 | 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 : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 198 | Applying aggregate systems ( Group 1 ) mixing 6 to 8mm Coloured chips with the similar ratio of 35kg per sq.m, placing of 4 inch M-25 grade of concrete floating the surface and finishing expose aggregate system.Concrete surface retarder to be applied on the surface to increase the retention value,after 7 days of curing acrylic sealer to be applied on the surface to cover & protect the surface. ACI exposed can be applied at parking area, pool deck, building premises etc.not recomednded for parking area. (Make ACI/ S.R.E/Pujare) |
| 199 | Fixing & supplying of Landscape edging designed with the highest end 304 Stainless Steel, to never rust or corrosion free , customised in \"L\" shape with mounting spikes on one side with each unit\"s fixing based on iinterlocking machanesim with height 8\" & Thickness (gauge) is 0.02\"Steel spikes are 3.9\" long (1 per foot) (Make Zudoo/haofy) |
| 200 | SAND STONE PATHWAYEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposalof surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 201 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil |
| 202 | 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 : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 203 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.Red sand stone |
| 204 | Fixing & supplying of Landscape edging designed with the highest end 304 Stainless Steel, to never rust or corrosion free , customised in \"L\" shape with mounting spikes on one side with each unit\"s fixing based on iinterlocking machanesim with height 8\" & Thickness (gauge) is 0.02\"Steel spikes are 3.9\" long (1 per foot) (Make Zudoo/haofy) |
| 205 | MOUNDCarted Earth filling lead up to 5km distance for making Mounds. |
| 206 | Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. |
| 207 | Providing and laying Non Woven Geotextile Fabric Lightweight 3.5 oz. Geotextile Drainage FabricFabric Type: Non Woven; Material Polyester Thickness 0.8 mm; Length 100 MTR TO 150 MTR (make: Dyna Geo/ or equivalent) (MR) |
| 208 | SITTING AREAExcavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 209 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 210 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 211 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 212 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 213 | Providing and laying COUNTRY BLEND PERFORATED PAVERS 1 SQM SIZE 228X108X70 MM) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (MR) |
| 214 | Providing and laying COUNTRY BLEND PERFORATED PAVERS 1 SQM SIZE 228X108X70 MM) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (MR) |
| 215 | Applying aggregate systems ( Group 1 ) mixing 6 to 8mm Coloured chips with the similar ratio of 35kg per sq.m, placing of 4 inch M-25 grade of concrete floating the surface and finishing expose aggregate system.Concrete surface retarder to be applied on the surface to increase the retention value,after 7 days of curing acrylic sealer to be applied on the surface to cover & protect the surface. ACI exposed can be applied at parking area, pool deck, building premises etc.not recomednded for parking area. (Make ACI/ S.R.E/Pujare) |
| 216 | Providing and laying Non Woven Geotextile Fabric Lightweight 3.5 oz. Geotextile Drainage Fabric Fabric Type: Non Woven; Material Polyester Thickness 0.8 mm; Length 100 MTR TO 150 MTR (make: Dyna Geo/ or equivalent) |
| 217 | DRY DECKExcavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 218 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil |
| 219 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 220 | 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cumAll works upto plinth level |
| 221 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 222 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 223 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 224 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 225 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 226 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 227 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions-LD2.5 |
| 228 | Fun Plaza Nozzles - High jet nozzles for Fun plaza fountain specially designed high-end nozzles made of brass-nickel chromium plating (electroplating a thin layer of chromium onto a metal) with measured flow & with brass cover including arrangement to fix Luminaries.(Paai/Impulse/AIS/Aquatronics) |
| 229 | Hydraulic system -complete hydraulic system along with manifold & other accessories to get desired outcoome from water feature alongwith controol valves etc |
| 230 | 5 HP openwell monosumbersible pumpset with all fittings (Kirloskar/Crompton/Equiv) |
| 231 | 4 sqmm 3 core - copper sumbersible cable flat Keep fire hazards at bay while ensuring safety and reliability with Flat submersible cables Flexible cables are safe, reliable, fire retardant, fire resistant, lead free, non-toxic cable that is eco-friendly.These cables are flexible to be installed in different locations and offer protection under any circumstances. Applications like pumps, motors and various others run perfectly . protection to the entire circuit, appliances and their users, the submersible cables are one of the sturdiest inventions to get your electrical products running smoothly. (For sumbersible pumpsets) |
| 232 | 2.5 sqmm 4 core - Copper Control Cables; Size of Conductor: 2.5 sq mm; Core: 4 Core; Conductor Material: Copper (For Lumianries). Make : Polycab/Havells/KEI/Eqv. |
| 233 | RGB LED lights (not less than 27 W)The housing, top cover and bracket are all in polished stainless steel, fasteners are also stainless steel,Design is extremely compact,Special measures have been taken for protection of components and sealing, totally protected against ingress of water -IP 68 ligght body stainless steel 304 grade ,power LED make- edisson/bridgelux 3 watt each ,light top diameter 130 mm thicness 3.5 mm toughened glass diameter 93 mm thicness 5 mm waterproof LED light 27 watt(CDT/Paai/AIS/Rainbow/Aquatronics) |
| 234 | VFD4A2MS43ANSAA (1.5KW / 2HP)Paai Fountain Controller 16 channel DMX Channel: 16 NPN PWM type Volt: 9v to 30V DCMounting: Din RailSSR - 3CH-REV-1Input/ Output Channel: 3 NPN PWM type Volt: 9v to 30V DCWatt: Max 200w per channel (total 600W) Mounting: Din RailVFD cardDigital to Analog out cardSD card Sequence PlayerMax DMX Channel: 512SD capacity: Max 16GBVolt: 9v to 30V DCMounting: Din Railcontrol panel for Fun Plaza fountainon.(L&T/BCH/C&S/Equiv) preprogrammed toget aesthetic water feature patterns |
| 235 | Programming of 20 nos. nozzles fun plaza fountain along with 20 luminaries. |
| 236 | NAKSHTRA GARDENExcavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. |
| 237 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 238 | Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. (Rs. 456.35 X 0.900X 109/100) |
| 239 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 240 | 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.. [ Upto Plinth Lvl. ] |
| 241 | Steel Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete in all level - TMT Bars of Grade Fe-500D or more. |
| 242 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 243 | Applying aggregate systems ( Group 1 ) mixing 6 to 8mm Coloured chips with the similar ratio of 35kg per sq.m, placing of 4 inch M-25 grade of concrete floating the surface and finishing expose aggregate system.Concrete surface retarder to be applied on the surface to increase the retention value,after 7 days of curing acrylic sealer to be applied on the surface to cover & protect the surface. ACI exposed can be applied at parking area, pool deck, building premises etc.not recomednded for parking area. (Make ACI/ S.R.E/Pujare) |
| 244 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 245 | Providing and laying Non Woven Geotextile Fabric Lightweight 3.5 oz. Geotextile Drainage Fabric Fabric Type: Non Woven; Material Polyester Thickness 0.8 mm; Length 100 MTR TO 150 MTR (make: Dyna Geo/ or equivalent) |
| 246 | TENSILE ROOFINGProviding, designing, patterning, engineering, preparation of fabrication drawings, and fabrication with supply and installation of structural Mild Steel (MS) framework for a decorative or pergola arch structure, comprising MS pillar pipes of 200 mm diameter, MS arch pipes of 150 mm diameter, MS running pipes of 125 mm/150 mm diameter, and MS supporting pipes of 90 mm/100 mm diameter, all conforming to IS 1239/IS 1161 standards with specified thicknesses as per structural requirements. Each pillar shall be mounted on a base plate of 600 mm x 300 mm x 40 mm thick MS, fixed using high-strength foundation bolts of 40 mm diameter and 1200 mm length with proper anchoring in RCC foundations.All structural components shall undergo surface preparation including cleaning, degreasing, and application of a zinc-rich primer, followed by two coats of automotive-grade spray paint using air-compressor spray guns to achieve a minimum dry film thickness of 80–100 microns in a color approved by the architect. The item shall include all necessary materials, transportation, cutting, welding, finishing, surface treatment, erection, and installation at site, complete in all respects as per approved design and instructions of the Architect-in-Charge.Providing, cutting, fixing, and installation of tensile fabric over MS structural framework as per architect-approved profile, using high-quality, light commercial grade fabric of approved make and shade, complete with all necessary fittings, accessories, and made fully operational. The fabric shall be PVC-coated PES low-wick membrane, waterproof, fire-retardant, and weldable, with a weight of 1050 gsm per sq.m, conforming to Mehler Valmex (Germany) specifications and manufactured under ISO 9001:2015 quality standards. The material shall have a tensile breaking strength of 6000 N/5cm (warp) and 5500 N/5cm (weft), and a tear strength of 900 N (warp) and 800 N (weft), confirming to applicable ISO standards.The membrane shall have a multi-composite PVDF lacquer finish on both sides for enhanced durability and resistance against environmental degradation. The fabric may be in multi-color finish as per design approval. The scope includes all required tools, hardware, edge reinforcements, aluminum profiles or clamps (if required), tensioning components, fabrication, and installation at site, complete in all respects as per approved design and direction of the Architect-in-Charge. |
| 247 | SIGNAGE, LOGO, SCULPTURE AND ICON INSTALLATIONDesigning, engineering, fabricating, and finishing of parametrically evolved abstract 3dimensional Installation of required size and dimension having self-sustaining structure supported at base, fabricated in 2.5mm Stainless Steel (304 Grade) Sheet/corten steel/FRP, using Laser Cutting, bending, welding and parametric assembly of open joints, and mirror finishing with PU coating/ or surface coating as desired at desired location as per approved drawing to the complete satisfaction of Architect in charge. Also including the cost of providing and fixing/erection at site complete to the entire satisfaction of the Architect, complete in all respectsInstallation A \"Showing Hands \" |
| 248 | Designing, engineering, fabricating, and finishing of parametrically evolved abstract 3dimensional Installation of required size and dimension having self-sustaining structure supported at base, fabricated in 2.5mm Stainless Steel (304 Grade) Sheet/corten steel/FRP, using Laser Cutting, bending, welding and parametric assembly of open joints, and mirror finishing with PU coating/ or surface coating as desired at desired location as per approved drawing to the complete satisfaction of Architect in charge. Also including the cost of providing and fixing/erection at site complete to the entire satisfaction of the Architect, complete in all respectsInstallation B \" Book of Veda \" |
| 249 | Designing, engineering, fabricating, and finishing of parametrically evolved abstract 3dimensional Installation of required size and dimension having self-sustaining structure supported at base, fabricated in 2.5mm Stainless Steel (304 Grade) Sheet/corten steel/FRP, using Laser Cutting, bending, welding and parametric assembly of open joints, and mirror finishing with PU coating/ or surface coating as desired at desired location as per approved drawing to the complete satisfaction of Architect in charge. Also including the cost of providing and fixing/erection at site complete to the entire satisfaction of the Architect, complete in all respectsInstallation E\" Showing Inscprition of Vedas\" |
| 250 | Providing and fixing 450X900 powder coated 10-12mm MS sheet and 25mm Corian Signage at desired locations with letters (in english, hindi and Braille) and illustrations - etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge (English: Helvetica Font with min. 16 size, Hindi: Krutidev Fontwith min. 16 size |
| 251 | Providing, fabricating and fixing installation of artistically evolved and adaption ofLOGO near front mural wall in metal/ stone, as per approved design and location by Architect in charge |
| 252 | Designing, fabrication, and installation of an artistic sculpture made entirely from recycled or waste materials, including ferrous and non-ferrous metals, plastics, and mechanical scrap components. The sculpture shall be themed around an animal form such as a \"Human Figures\" , \"birds\" , \"Animals\" ,etc..depicted in a dynamic posture, and shall measure approximately 6 to 7 feet in length and 4 to 5 feet in height. The design must reflect a high level of creativity with a distinctly mechanical or industrial aesthetic, showcasing visible machine parts such as gears, chains, springs, plates, and bolts.The scope of work includes conceptualization and preparation of a 3D model or mockup of the sculpture for prior approval, selection and processing of appropriate scrap materials, structural stability assessment, fabrication using techniques such as welding, bolting, and fastening, followed by grinding and smoothing of all sharp edges for safety. The surface of the sculpture shall be treated with anti-corrosive primer and finished with weather-resistant paint or protective coating to ensure durability in outdoor conditions.The sculpture shall be installed securely on-site on a pedestal or plinth, with necessary foundation work included if the weight of the sculpture exceeds 100 kg. The installation shall also include transportation, site preparation, scaffolding (if required), and all associated labor, tools, and consumables. Upon completion, the site must be cleaned and handed over in a finished condition. All workmanship should adhere to high artistic and structural standards and be suitable for public display in open environments. |
| 253 | BEAUTIFICATION OF TOURIST COMPLEXRemoving white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 254 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarsesand. |
| 255 | Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. |
| 256 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 257 | Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. |
| 258 | PERIPHERAL WALLEarth work in excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 m. & lead of 30 m. including filling, watering and ramming of excavated earth dressing of sides and ramming of bottoms filling of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth in 200 mm th. layers and getting out (removal of) the excavated surplus soil and disposal of surplus excavated soil as directed by engineer-in-charge up to a distance of 30 m from foundation trenches |
| 259 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. |
| 260 | 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.R.C.C.work in beamUpto Plinth Lvl. |
| 261 | 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.R.C.C.work in beamAbove Plinth Lvl. |
| 262 | 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum. |
| 263 | 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.Upto Plinth Lvl. |
| 264 | 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extraement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.Above Plinth Lvl. |
| 265 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 266 | Steel Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete in all level - TMT Bars of Grade Fe-500D or more. |
| 267 | 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand |
| 268 | Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 SQM over and including base coat of water proofing cement paint applied @ 2.20 kg/10 SQM. |
| 269 | Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. |
| 270 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 271 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concree |
| 272 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 273 | M.S.GATESteel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 274 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer 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 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approvedbrand and manufacture |
| 275 | SOUND SYSTEMFull-range environmental loudspeaker with one downward firing 4.5\" (114 mm), 360P Series II Frequency Response (-3 dB) 70 Hz – 10kHz Frequency Range (-10 dB) 60 Hz – 15 kHz Coverage 360°× 50° Nominal Impedance 4 Ω Power Handling, Peak 320 W |
| 276 | PowerShareX PSX2404D is a four-channel, 2400-watt smart amplifier designed for use with Bose Professional installed sound systems.Onboard DSP gives you instant access to optimized loudspeaker presets via ControlSpace Designer software with easy ecosystem integration across Bose Professionalprocessors, loudspeakers, and controllers. |
| 277 | \"Features and Benefits 19-strand annealed bare copper conductorsSemi-rigid PVC insulation Twisted, unshielded Riser rated PVC jacket NEC CL3R, CEC CMG, RoHS compliant |
| 278 | Music Streamer |
| 279 | Testing and Commissioning |
| 280 | LANDSCAPINGTrenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 281 | Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). |
| 282 | Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm |
| 283 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. |
| 284 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 285 | Rough dressing the trenched ground including breaking the clods. |
| 286 | Fine dressing the ground |
| 287 | Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). |
| 288 | Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. |
| 289 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in chargeWith grass Turf |
| 290 | Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. |
| 291 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep |
| 292 | Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). |
| 293 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) |
| 294 | Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 295 | Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 296 | Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 297 | Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 298 | Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge |
| 299 | SHRUBSProviding and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. |
| 300 | CONOCARPUSSupply and stacking of Plumeria alba plant of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in-charge. |
| 301 | Supply and stacking of Plumeria rubra plant of height 120-150 cm. with 3- 4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge |
| 302 | Supply and stacking of Tabebuia sp. plant of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 303 | Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 304 | Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 305 | Supply and stacking of Michelia champa (Golden Champa)plant of height 90-105 cm. in earthen pots of size 25 cm as per direction of the officer-incharge. |
| 306 | Supply and stacking of Peltophorum species plant of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 307 | Supply and stacking of Lagerstroemia thorelli plant of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 308 | Supply and stacking of Mimusops elengi (Maulsri) plant of height 180-195 cm. well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge. |
| 309 | Providing and stacking of Ficus bengalensis (Bargad) of height 120-135cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 310 | SHRUBSSupply and stacking of plant Euphorbia caracasana (bronze colour leaves) of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 311 | Supply and stacking of plant Euphorbia pulcherrima (dark red) well branched (poinsettia Red Hegg) of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 312 | Supply and stacking of Callistemon lanceolatus plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in - charge. |
| 313 | Supply and stacking of plant Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge. |
| 314 | Providing and Displaying Ficus Starlight plant with fresh, healthy and attractive foliage 45 to 60 cm spread 75 to 90 cm ht., specimen bushyplant,in 35 cm Cement Pot as per direction of the officer-in-charge. |
| 315 | Supply and stacking of plant Hamelia patens of height 30-45 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. |
| 316 | Supply and stacking of plant Tabernaemontana coronaria (Chandni single) of height 90-105 cm,bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 317 | Providing and stacking of Murraya Koenigii spreng (Kadipatta/meetha neem) of ht 45-60 cmwell developed in earthen pots of size 20 cm. per direction of the officer-in-charge. |
| 318 | Supply and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Varigata, Glabra Formosa, Peruviana Odissi, Partha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) plant of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plasticpots & as per direction of the officer-in-charge. . |
| 319 | Providing and Displaying of Alternanthera species plant of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. |
| 320 | Providing and Displaying of Duranta Golden plant, having ht.15 to 20 cm bushty shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. |
| 321 | Providing and Displaying of Iresine herbstii plant, of height 20-30 cm., full of branches well developed in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. |
| 322 | Providing and Displaying of of Chlorophytum-variegated plant, full of leafy suckers in 15 cm size of Earthen Pot / Plastic Pot & as perdirection of the officer-in-charge. |
| 323 | PLANTSAlstonia scholaris of plants height 150-165 cm. in bag of plants size 25 cm |
| 324 | Ficus benjamina (green) of plants height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags |
| 325 | Mimusops elengi (Maulsri) of plants height 180-195 cm., well developed with thick stem in big in big size HDPE bag |
| 326 | Supply and stacking of Saraca indica (Sita Ashok)plant of height 105-120 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 327 | Supply and stacking of Acacia auriculiformis plant of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 328 | Supply and stacking of Spathodea campanulata plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 329 | Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in- charge |
| 330 | Supply and stacking of Jacaranda mimosifolia plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 331 | TREES WITH ORNAMENTAL FOLIAGESupply and stacking of Polyalthia longifolia (Ashok) plant of height 150- 165 cm. in earthen pots of size 25 cm as per direction of the officer-incharge. |
| 332 | Supply and stacking of Polyalthia pendula (Ashok Pendula) plant of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-incharge. |
| 333 | Supply and stacking of Putranjiva roxburghii plant of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 334 | Supply and stacking of Tamarindus indica (Imli) plant of height 120-150 cm. in big polybags of size 25 cm as per direction of the officer-in-charge |
| 335 | Supply and stacking of Acacia auriculiformis plant of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge |
| 336 | Supply and stacking of Azadirachta indica ( Neem ) plant of height 120- 130cm in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 337 | Supply and stacking of Melia azedarach plant of height 120-135 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 338 | Supply and stacking of Callistemon lanceolatus plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 339 | SHADE TREESSupply and stacking of Eugenia jambolana (Jamun) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 340 | Supply and stacking of Ficus infectoria (Pilkhan) plant of height 150-165 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 341 | Supply and stacking of Ficus retusa plant well branched of height 120-135 cm. in big poly bags of size of 30 cm as per direction of the officer-incharge |
| 342 | ORNAMENTAL AND FLOWRING TREESSupply and stacking of Plumeria rubra plant of height 120-150 cm. with 3- 4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 343 | Providing and Displaying Ficus Retusa topiary well developed with fresh &healthy 5 to 6 big ball specific size and shape 180 to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 344 | Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 345 | Supply and stacking of Plumeria alba plant of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in- charge. |
| 346 | Supply and stacking of Terminalia arjuna plant of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 347 | Supply and stacking of Ficus religiosa (Peepal) plant of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge. |
| 348 | Supply and stacking of Lagerstroemia flosreginae plant of height 150-165 cm.in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 349 | Supply and stacking of Lagerstroemia thorelli plant of height 150-165 cm.in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 350 | Supply and stacking of Peltophorum species plant of height 150-165 cm.in big poly bags of size 25cm as per direction of the officer-in-charge. |
| 351 | Supply and stacking of Butea frondosa (Flame of Forest) plant of height 60-75 cm. in big poly bags of size 25 cm as per direction of theofficer-in-charge. |
| 352 | Supply and stacking of Bauhinia purpurea (Kachnar) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of theofficer-in-charge. |
| 353 | Supply and stacking of plant Bauhinia tomentosa (yellow) of height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge |
| 354 | Supply and stacking of Plumeria alba dwarf plant dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge |
| 355 | Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 356 | Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. |
| 357 | Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 358 | Supply and stacking of Erythrina indica plant of height 150-165 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 359 | Supply and stacking of Ficus bengalensis (Bargad) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 360 | Supply and stacking of Dalbergia sissoo (Seasam) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 361 | Supply and stacking of Pithecellobium dulce (Jungle Jalebi) plant of height 120-150 cm. in Big HDPE Bag as per direction of the officer-in-charge. |
| 362 | Providing and Displaying Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type plant well developed in 50 cm Cement Pot as per direction of the officer-in-charge. |
| 363 | SHRUBS WITH FRAGRANT FLOWERSSupply and stacking of plant Tabernaemontana coronaria (Chandni single) of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 364 | Supply and stacking of plant Nyctanthes arbor-tristis (Hasingar) of ht. 90- 105 cm in Earthen pots of size 20 cm as per direction of theofficer-in-charge. |
| 365 | Supply and stacking of Bassia latifolia (Mahua) plant of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 366 | Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge |
| 367 | Supply and stacking of Mimusops elengi (Maulsri) plant of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge. |
| 368 | Supply and stacking of plant Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge. |
| 369 | Supply and stacking of plant Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. |
| 370 | Supply and stacking of plant Thevetia nerifolia of height 30-45 cm. with 3- 4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. |
| 371 | Providing and Displaying plants Asiatic lilly hybrid variety (3 in one) plants in each pot having in full bloom 3 to 5 flowers 30 to 45 cm ht. well developed in 25 cm Earthen Pot/Plastic Pot and as per direction of theofficer-incharge. |
| 372 | Providing and Displaying plants Calendula double variety well developed with fresh & healthy foliage in full bloom in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 373 | Providing and Displaying plants Chrysenthemum single variety in different colour well developed having 45 to 60 cm ht., minimum 100 and above half bloom flowers open well stacked with bamboo stick having three layer tiding by thread fresh and healthy foliage in 25 cm earthen Pot and as per direction of the officer-in-charge. |
| 374 | Providing and Displaying plants Dahlia single in different colour with fresh & healthy foliage well developed with 6 to 8 half blooming buds in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 375 | Providing and Displaying plants Daisy well developed with fresh & healthy foliage in full bloom in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 376 | Providing and Displaying plants Marigold jaffri dwarf in different colour well developed with fresh & healthy foliage with 12 to 15 flowers in full bloom specimen plant 23 to 30 cm ht. in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 377 | Providing and Displaying plants Nemasia welldeveloped with fresh & healthy with good attractive foliage full blooming in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 378 | Providing and Displaying plants Ornamental Kale Hybrid variety in full bloom with fresh & healthy foliage well developed in 25 cm Earthen Pot in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 379 | Providing and Displaying plants Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge. |
| 380 | Providing and Displaying Mascarena palm well developed with fresh & healthy foliage leaves 150 to 180 cm ht in 35 cm Cement Pot as per direction of the officer-in-charge. |
| 381 | TOURIST FACILITYProviding & fixing ofred/pink Sandstone/cast Iron bench without Handrest and backrest with Ornamentetion engraving/embossing(size 1200mm length and 450mm and height 600 mm) including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. |
| 382 | Providing & fixing of Stainless Steel Swing Type SS Pole Hanging Dustbins, Capacity: 50 L (size 350 x 600) constructed using high-quality stainless steel with removable inner bucket. |
| 383 | Signage- A :- Design, fabricate, and install aluminum reflective signage with a 2mm thick aluminum panel (1200mm x 600mm for the upper, 1200mm x 300mm for the lower) coated with high-intensity retro-reflective vinyl sheeting as per ASTM D4956 Type IV standards. The signage will be mounted on two galvanized steel posts (65mm dia, 2400mm height), fixed on M20 grade concrete foundations (600mm x 600mm x 900mm deep) with stainless steel fasteners. The installation includes excavation, concrete work, and secure fitting of the signage at the designated location, with all work as per drawings and approved by the architect in charge. |
| 384 | Signage-C :- Providing and installing signage made of 25 mm thick red/white sandstone with dimensions of 600 mm x 200 mm. The signage shall feature text in English and Hindi, with the English text -Helvetica and the Hindi text - Devanagari , both in approved sizes. The signage shall be mounted on an MS plate and securely fixed to the wall using holdfasts. The design, finish, and text specifications shall be approved by the Architect-in-Charge. |
| 385 | ELECTRICAL AMENITY BLOCKWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group - C |
| 386 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 387 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 388 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. |
| 389 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. |
| 390 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required |
| 391 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 392 | Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 393 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as requiredUpto 450 mm sweep |
| 394 | Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. |
| 395 | Supply of Recess mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. |
| 396 | Supply ofSurface mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect |
| 397 | Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. |
| 398 | Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required.300mm EXHAUST FAN |
| 399 | Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)8 way, Double door |
| 400 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole |
| 401 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Double pole |
| 402 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 403 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each |
| 404 | Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. |
| 405 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 406 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 407 | Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 408 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering.Up to 35 sq.mm. |
| 409 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as requiredUp to 35 sq.mm. |
| 410 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as requiredUpto 35 sq. mm (clamped with 1mm thick saddle |
| 411 | Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 2 x 10 sq.mm, |
| 412 | Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.2 X 10 sq. mm (19mm) |
| 413 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.100mm dia |
| 414 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required.63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 415 | EXTERNAL ELECTRIFICATIONSupply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCB\"s (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only.Feeder Pillar AIncoming :One (1) No 125 Amp. 4P MCCB of 25KABreaking capacity Metering :One (1) No. SetsMultifunction Meter each incomingOne (1) No. of Phase Indication Lamp each incomingBus Bar : One (1) No. 150 Amp.TPN aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided. 3 No. 63 Amp 4PMCB. (10 KA)12 No. 16 Amp DPMCB. (10 KA)2 No. SPACE & SPARE |
| 416 | Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCB\"s (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only.Feeder Pillar BIncoming : One (1) No 63 Amp. 4P MCCB of 25KABreaking capacity Metering : One (1) No. SetsMultifunction Meter each incomingOne (1) No. of Phase Indication Lamp each incomingBus Bar :One (1) No. 100 Amp.TPN aluminimum bus bar of suitable length.Outgoing : Phase indication lamps on each outgoing to be provided.2 No. 32 Amp DPMCB. (10 KA)10 No. 16 Amp DPMCB. (10 KA)2 No. SPACE & SPARE |
| 417 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each |
| 418 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required |
| 419 | Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. |
| 420 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 421 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 422 | Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 423 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering.Up to 35 sq.mm. |
| 424 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering.Above 35 sq.mm. and up to 95 sq.mm. |
| 425 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering.Up to 35 sq.mm. |
| 426 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as requiredUp to 35 sq.mm. |
| 427 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as requiredAbove 35 sq.mm. and up to 95 sq.mm. |
| 428 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as requiredUpto 35 sq. mm (clamped with 1mm thick saddle |
| 429 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as requiredAbove 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp |
| 430 | Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 3.5 x 70 sq.mm |
| 431 | Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 4 x 16 sq.mm |
| 432 | Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 3 x 6 sq.mm, |
| 433 | Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.2 X 6 sq. mm (19mm) |
| 434 | \"Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.3½ X 70 sq. mm (38mm) |
| 435 | Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.4 X 16 sq. mm (28mm) |
| 436 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.100mm dia |
| 437 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 438 | Supplying, installation & testing of 7.0 m high octagonal GI pole with single arm as per approved sample made from 3 mm sheet steel (Grade S 355 J0) with top diameter as 75mm and bottom dia as 150mm and base plate of 240x240x16 mm with suitable slot shaped holes for mounting the same on a shallow foundation, GI weather proof junction box with 16A SP MCB, loop-in-loop out terminals for 2nos. 2Cx6 sq.mm YWY cables and 2x2.5 sq.mm copper conductor from junction box to fitting and connected accessories as required etc. |
| 439 | Supply and fixing of All in one LED Solar Street light Fitting with mandatory driver set for 60Watt. Confirming to IP66 protectionhaving. Complete in all respect. |
| 440 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Double pole |
| 441 | Supply of decorative double arm Lighting Pole of 3.6m Height made out MS Pipe Ø76.1mm confirming to YSt 210 and facilitating the luminaire mounting at the top.Double arm bracket should be equipped with suspened fixture mounting arrangement. The pole shall be surfacemounted on a pre-formed foundation. The base plate of the of the pole shall be E 250 grade MS 200 mm x 200mm, 12mm thick confirming to IS2062:2011 shall be facilitated with elongated slots to suit the 300mm, J-type, M16 bolts, Grade 4.6 that shall be provided with suitable nuts and plain washers. The structurally sound pole emerging out of the base plate shall be architecturally designed with a decorative cast aluminium causeway base cover Ø330mm x 795mm(H), above which the leaf decoration cast aluminium structure Ø 150mm x 396mm (H) is aesthetically positioned. The grade of pressure diecast material shall be ADC12. A GDC embellishment is provided at appropriate height enhancing the decorative outlook of the pole. The grade of gravity die cast material shall be LM6. The Pole welding shall be done with certified welders using a V groove technique with a high end MIG welding process. A base compartment with a die cast aluminium door contoured to the poles\"s shape housing the gear tray, prewired with 2 way connector The surface preparation of the pole & components shall be done by shot blasting which is environmentally safe eliminating the chemical and acid use and ensuring the thoroughremoval of impuritise like, rust, oxides and other unwanted particles from the suface for high standard coating.The surface finish of the pole shall be Zinch rich primer coat & pure polyester powder coating or epoxy zinc phosphate primer followed by the environmentally stable Polyurethane based paint. Any other wiring/electrical consumables shall be under the scope of purchaser. There may be changes in fixture selection and quantity as per architect intent. Make: KLite/Neri/Ligman/Keselec/ |
| 442 | Supply of 30W pendant mounted compact pathway luminaire. Symmetrical light distribution. The luminaire body made of pre-coated sheet steel or alternatively heavy gauge CRCA sheet, effectively anti-rust treated. Opal High Transmission diffuser for glare free, uniform light distribution. The mounting arrangement nipple, coupling &Hex nut made of Stainless steel 304 suitable for mounting to internally threaded pipe of designation M30. Protection class IP54. Pure polyester powder coated graphite grey / anthracite grey / jet black. Available colour temperature 2700K / 3000K / 4000K / 5700K, Colour rendering index (CRI)>80. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >85%, Power factor >0.9, THD <10%, Surge protection 4KV. Luminaire dimension : 200mm diameter x 330mm height. Manufacturer must have inhouse shot blasting machine and NABL certified lab equipped with photo goniometer, IP, IK test facilities Make of LEDs -LEDs of CREE / LUMINOUS / OSRAM / SEOUL / SAMSUNG/LUMILED /NICHIA/CITIZEN, the fixtures proposed must have passed LM 79 & LM-80, latest Reports will be submitted post the issuance of LOA to the successful bidder and before the supply of material CE & BISCertified. Inhouse NABL accredited lab. Make: K-Lite Model Erica ID : 4623 or equivalent to Ligman/ Unilamp |
| 443 | Supply of 8w Bollard luminaire designed for surface mounted. Asymmetrical light distribution. Luminaire made of extruded aluminium alloy (grade 6063), pressure die-cast aluminium alloy of high corrosion resistance and non corrosive stainless steel fasteners. Reflector system made of spun aluminium (powder coated white). Clearpolycarbonate diffuser. Pressure die cast aluminium mounting plate Ø100.5mm x 4mm thick with 2 elongated holes 15 x 10 to suit M8 bolts at PCD 55 for surface mounting on floor. The base plate have a cable entry hole of 70 x 24mm at the center. Single cable entrance via PG7 cable gland. Protection class IP65. Mechanicalresistance IK08. Pure polyester powder coated RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 5700K. Colour rendering index (CRI)>80. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor >0.95, THD <10%, Surge protection 2.5KV. Luminaire dimension :100mm diameter x 460mm height. CE & BIS Certified. Inhouse NABL accredited lab. |
| 444 | Supply of 7W one way inground with option of 3000K, 4000K, 5700K 240Vac CRI >80 MacAdam step 3, Dimension Ø166 x 169 mm, Wall Mounted luminaire. IP rating IP67,Die-Cast aluminium alloy housing (grade ADC12 with test certificate). 316 grade stainless steel front ring. Silicone seal gasket. SS fasteners. Mechanical resistance IK09.Pure polyester powder coated process : Acid treatment & pure polyester powder coating. ABS plastic installation housing for preparing the recess opening in ground. Theluminaire are fixed in recess installation housing by stainless steel screws. Clear acrylic diffuser with controlled upward light emission. Lamp fixed position This luminairecontains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21),Lifespan of the luminaire > 60,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >80%, power factor >0.90, THD <10%,Surge protection 1KV. CE and BIS (SITC INCLUDED) |
| 445 | Supply of 3W Stix light Luminaire made of extrusion aluminium tube. Should be Non yellowing UV stabilized Clear Acrylic Rod.Mounting spike/die cast aluminium base arrangement to facilitate easy Installation at any desired location. Constant voltage non integral power supply Luminaire supplied with one metre cable length and IP67 connector. Low Voltage at 24V dc assures safety. Should be available in CCT :2700K/3000K/4000K/5700K(special CCT on request - Amber/Red/Green/Blue)..Manufacturermust have inhouse shot blasting machine and NABL certified lab equipped with photo goniometer, IP, IK test facilities Make of LEDs -LEDs of CREE / LUMINOUS / OSRAM / SEOUL / SAMSUNG/LUMILED /NICHIA/CITIZEN, the fixtures proposed must have passed LM 79 & LM-80, latest Reports will be submitted post the issuance of LOA to the successful bidder and before the supply of material CE & BIS Certified. |
| 446 | Supply of Customised 72W LED linear wall washer with antiglare visor, should be available in LED colors 3000K, 4000K, 6000K 24Vdc CRI >80 MacAdam step 3, should havemaximum Dimension of 1000 x 48 x 118mm and with beam angle of 12°/ 15°X60°, IP rating IP66, Extruded aluminium alloy housing (grade 6063). Toughened clear glass diffuser. SS fasteners. Aluminium mounting bracket for surface mounting on ground. Toughened Clear glass diffuser and optical to reduce glare controlled. This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire > 60,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >85%, power factor >0.90, Surge protection 3KV. Manufacturer must have inhouse shot blasting machine and NABL certified lab equipped with photo goniometer, IP, IK test facilities Make of LEDs -LEDs of CREE / LUMINOUS / OSRAM / SEOUL / SAMSUNG/LUMILED /NICHIA/CITIZEN, the fixtures proposed must have passed LM 79 & LM-80, latest Reports will be submitted post the issuance of LOA to the successful bidder and before the supply of material CE & BIS Certified. |
| 447 | Supply of White 3000K 7W In-ground with in built honey comb louvre symmetrical luminaire made up of die-casting with Ø108 x 154mm,the Ø108 front ring should be made up of stainless steel 316 grade front ring with silicone black gasket and toughened clear glass diffuser. The luminous flux of the luminaire is upto 375 lm for 3000K BEAM - 15°/25°/40. The ingress protection is IP67 and impact resistance of IK08. The luminaire is integrated with high power CITIZEN COB with CRI≥80, SDCM≤3, L70/ B10 @ 60000 Hrs. The integral constant current driver comes with the power factor greater than or equal to 0.9, total harmonic distortion less than 15% with operating efficiency greater than 80% and a surge protection of 2KV. The driver input voltage 240Vac at 50-60Hz, operating voltage of 100-277Vac and operating temperature of -20˚ ~ +40˚C.Adequate heat sink with proper thermal management shall be provided. Operating Humidity : 10%-90%. THD should be less than 10%. Manufacturer must have inhouse shot blasting machine and NABL certified lab equipped with photo goniometer, IP, IK test facilities Make of LEDs -LEDs of CREE / LUMINOUS / OSRAM / SEOUL / SAMSUNG/LUMILED /NICHIA/CITIZEN, the fixtures proposed must have passed LM 79 & LM-80, latest Reports will be submitted post the issuance of LOA to the successful bidder and before the supply of material CE & BIS Certified. |
| 448 | Supply of IP-67 Driver 150W 24V DC |
| 449 | Supply of Static White 3000K surface mounted compact spot light designed to provide directional light. Beam angle 15° / 25° / 40°. Luminaire made of pressure die cast aluminium alloy of high corrosion resistance and non corrosive A2 stainless steel fasteners. Clear toughened glass of 4mm thickness. Hybrid optics with lens & mirror finish pure aluminium reflector combination for higher efficiency, lower optical losses with optimum glare suppression.Power consumption should be between 10W to 12W at steady state full intensity luminaire should have minimum luminous flux of 1087 Lm. Color rendering index CRI ≥ 80 and power factor of complete luminaire ≥ 0.90, at white colour. Swivel range of 0° - 90°. Single cable entrance M10 cable gland. Protection class IP65/66. Mechanical resistance IK06. Pure polyester powder coated graphite grey / anthracite grey / jet black. Available colour temperature 3000K / 4000K, Colour rendering index (CRI)>80. SDCM-3 MacAdam. LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Luminaire dimension : 113 x 100 x 451mm.Adequate heat sink with proper thermal management shall be provided. Operating Temperature : -10°C to +50°C, Operating Humidity : 10%-90%. THD should be less than 10%.. Manufacturer must have inhouse shot blasting machine and NABL certified lab equipped with photo goniometer, IP, IK test facilities Make of LEDs -LEDs of CREE / LUMINOUS / OSRAM / SEOUL / SAMSUNG/LUMILED /NICHIA/CITIZEN, the fixtures proposed must have passed LM 79 & LM-80, latest Reports will be submitted post the issuance of LOA to the successful bidder and before the supply of material CE & BIS Certified. |
| 450 | Supply installation testing & commisioning of Static White 3000K, Should be rectangular grid frame compact and robust wall recessed luminaires for illuminating walls andstairs. Must be forward asymmetrical light distribution. Luminaire made of pressure die cast aluminium alloy of high corrosion resistance and non corrosive A2 stainless steel fasteners. ABS plastic installation housing for preparing the recess opening in wall / stairs. Clear acrylic diffuser. Single cable entrance via M10 cable gland. Protection class at least IP65 or higher. Mechanical resistance IK09. Pure polyester powder coated graphite grey / anthracite grey / jet black.Power consumption should be between 5W to 6W at steady state full intensity luminaire should have minimum luminous flux of 343Lm, should be available in different colour temperature 3000K / 4000K / 5700K, Colour rendering index (CRI)>80. SDCM-3 MacAdam. LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Luminaire dimension : 130mm length x 87mm width x 76mm height. Manufacturer must have inhouse shot blasting machine and NABL certified lab equippedith photo goniometer, IP, IK test facilities Make of LEDs -LEDs of CREE / LUMINOUS / OSRAM / SEOUL / SAMSUNG/LUMILED /NICHIA/CITIZEN, the fixtures proposed must have passed LM 79 & LM-80, latest Reports will be submitted post the issuance of LOA to the successful bidder and before the supply of material CE & BIS Certified. |
| 451 | Supply, Installation, Testing and Commissioning of LED RGB/RGBW flood lighting luminaire for facade lighting with Die-cast aluminium housing, powder coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270V AC, 50Hz with power factor>0.9. Fixture shall be suitable to operate at an ambient temperature range of-10°C to +50°C and shall be IP65 and IK06 rated. Life times hall beat least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required.45W /40W |
| 452 | Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.1 output per phase and suitable for single phase supply |
| 453 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.Above 4.5 metre and upto 6.5 metre |
| 454 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.Above 6.5 metre and upto 8.0 metre |
| 455 | Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required32 mm dia |
| 456 | PLUMBING AMINITY BLOCKProviding and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 457 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 458 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 459 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 460 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 461 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 462 | Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet)15 mm nominal bore |
| 463 | Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length15 mm nominal bore |
| 464 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15mm nominal bore |
| 465 | Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. |
| 466 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) |
| 467 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth.Granite Stone of approved shade |
| 468 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.For Internal Toilet15 mm nominal outer dia Pipes |
| 469 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.For Internal Toilet20 mm nominal outer dia Pipes |
| 470 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.For Internal Toilet25 mm nominal outer dia Pipes |
| 471 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.For Internal Toilet32 mm nominal outer dia Pipes |
| 472 | 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 bore |
| 473 | Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on WallTerrace loop & Tank Filling Pipe25 mm nominal bore |
| 474 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :25mm diameter pipe |
| 475 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :25mm diameter pipe |
| 476 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :For vertical pipe connection with terrace ringmain25mm nominal bore |
| 477 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :For vertical pipe connection with terrace ringmain32mm nominal bore |
| 478 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore |
| 479 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball.25 mm nominal bore, 152 mm long, weighing not less than 440 gms |
| 480 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 481 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm dia (for rain water) |
| 482 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Single Push Fit Coupler110 mm dia |
| 483 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Single tee with door110x110x110 mm |
| 484 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Plain bend 87.5 deg110 mm dia |
| 485 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm dia |
| 486 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 487 | Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes.Internal Toilet (Soil & Waste Pipe)75 mm |
| 488 | Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes.Internal Toilet (Soil & Waste Pipe)110 mm |
| 489 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.Bend without door (45°)75mm |
| 490 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.Bend without door (45°)110mm |
| 491 | Bend without door (87.5°)75mm bend |
| 492 | Bend without door (87.5°)110mm |
| 493 | Y\" Fitting without door75mm |
| 494 | Y\" Fitting without door110mm |
| 495 | Single Tee without door75mm |
| 496 | Single Tee without door110 mm |
| 497 | Coupler75mm |
| 498 | Coupler110mm |
| 499 | Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. For Wash basin & Urinal32mm dia. Pipe |
| 500 | Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. For Wash basin & Urinal50mm dia. pipe |
| 501 | Elbow (45°)32mm |
| 502 | Elbow (45°)50mm |
| 503 | Elbow (90°)32mm |
| 504 | Elbow (90°)50mm |
| 505 | T fitting32mm |
| 506 | T fitting50mm |
| 507 | Coupler32mm |
| 508 | Coupler50mm |
| 509 | Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge.110mm x 75mm x 50mm/40mm (Toilet) |
| 510 | 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 (including balcony) |
| 511 | 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 300 x300 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 :150 x 100mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 512 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete:100 mm diameter |
| 513 | Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.All kind of soilPipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. |
| 514 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design:100mm dia SWpipe |
| 515 | EXTERNAL PLUMBINGExcavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.up to 1.50 m depthPipes 80 mm to 300 mmdiameter |
| 516 | Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.1.50 m to 3.00 m depthPipes 80 mm to 300 mmdiameter |
| 517 | Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered)Depth not exceeding 1.5 meter |
| 518 | Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered)Depth 1.5 to3.00meter |
| 519 | Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes |
| 520 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm.dia. RCCPipes |
| 521 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With common burnt clay FPS (non modular) bricks of class designation 75For Sewer Line |
| 522 | Extra for depth for manholes: Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 523 | Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 524 | Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work)80mm nominal bore. |
| 525 | Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work)65mm nominal bore. |
| 526 | Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work)50mm nominal bore. |
| 527 | Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work)40mm nominal bore. |
| 528 | Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work)32mm nominal bore. |
| 529 | Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work)25mm nominal bore. |
| 530 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80mm |
| 531 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65mm |
| 532 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50mm |
| 533 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40mm |
| 534 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32mm |
| 535 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25mm |
| 536 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 80mm |
| 537 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 65mm |
| 538 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal)50 mm |
| 539 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 40 mm |
| 540 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 32mm |
| 541 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 25mm |
| 542 | Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 543 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 544 | RAINWATER HARVESTINGEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.In all kind of soil upto 1.5m depth |
| 545 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.In all kind of soil upto 1.5m to 3.0m. depth |
| 546 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.In all kind of soil upto 3.0m to 4.5m. depth |
| 547 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.In all kind of soil upto 4.5 m to 6.0m. depth |
| 548 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 549 | Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. |
| 550 | Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. |
| 551 | Suspended floors, roofs, landings, balconies and access platform. |
| 552 | Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 553 | 12mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) |
| 554 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:With 20x20mm square bar |
| 555 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter |
| 556 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.Drilling of 300mm dia bore hole manually. |
| 557 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia |
| 558 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 559 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 560 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. |
| 561 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 562 | DESILTING CHAMBEREarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.In all kind of soil upto 1.5m depth |
| 563 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.In all kind of soil upto 1.5m to 3.0m. depth |
| 564 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 565 | Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. |
| 566 | Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. |
| 567 | Suspended floors, roofs, landings, balconies and access platform. |
| 568 | Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 569 | 15mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) |
| 570 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:With 20x20mm square bar |
| 571 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter |
| 572 | DRAINAGE NETWORKExcavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.up to 1.50 m depthPipes 80 mm to 300 mmdiameter |
| 573 | Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes |
| 574 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia. |
| 575 | Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 576 | Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design:Drain 450 wide average.Depth 60 cm with R.C.C. slab |
| 577 | SEPTIC TANK & SOAKPITEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.In all kind of soil upto 1.5m depth |
| 578 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.In all kind of soil upto 1.5m to 3.0m. depth |
| 579 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.In all kind of soil upto 3.0m to 4.5m. depth |
| 580 | Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) |
| 581 | Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) |
| 582 | Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. |
| 583 | Suspended floors, roofs, landings, balconies and access platform. |
| 584 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 585 | 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) |
| 586 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 587 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 588 | Providing & fixing 75mm dia vent pipes. |
| 589 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 590 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter |
| 591 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -2.5- Circular shape 450mm internal diameter |
| 592 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. |
| 593 | TUBEWELL WITH BOARINGDrilling of 200 mm dia bore hole. |
| 594 | Supply of 125 mm dia MSpipe as per IS1239 |
| 595 | Supply of 125 mm dia slotted MSpipe |
| 596 | Supply and fixing of nylon jali around the slotted pipes complete as required. |
| 597 | Providing and packing of coarse sand / pea gravel around the pipe. |
| 598 | Transport of boring tools other required equipements and installation at site. |
| 599 | Supply of submersible pump (3.7KW/5.0 HP) of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc complete. |
| 600 | Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) |
| 601 | Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) |
| 602 | Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. |
| 603 | Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. |
| 604 | Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. |
| 605 | Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work. |
| 606 | Testing and development of tube well. |
| 607 | MUSICAL FOUNTAINExcavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 608 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 609 | 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cumAll works upto plinth level |
| 610 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 611 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 612 | 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 0.50 mm. 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 vertical surface two coats @ 0.70 kg per sqm per coat sqm |
| 613 | 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 0.50 mm. 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 horizontal surface one coat @1.10 kg per sqm. |
| 614 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in- Charge: |
| 615 | straight jet nozzles - High end Nozzles are made of Brass- nickel/Chrome plated with measuredflow not less than approx 45 lpm .(Paai/Rainbow/AIS/Vinayak) |
| 616 | Hydraulic system -complete hydraulic system along with manifold & other accessories to get desired outcoome from water feature alongwith controol valves etc |
| 617 | 02 HP openwell monosumbersible pumpset with all fittings (Kirloskar/Crompton/Equiv) |
| 618 | 4 sqmm 3 core - copper sumbersible cable flat Keep fire hazards at bay while ensuring safety and reliability with Flat submersible cables Flexible cables are safe, reliable, fire retardant, fire resistant, lead free, non-toxic cable that is eco-friendly.These cables are flexible to be installed in different locations and offer protection under any circumstances. Applications like pumps, motors and various others run perfectly . protection to the entire circuit, appliances and their users, the submersible cables are one of the sturdiest inventions to get your electrical products running smoothly. (For sumbersible pumpsets) |
| 619 | 2.5 sqmm 4 core - Copper Control Cables; Size of Conductor: 2.5 sq mm; Core: 4 Core; Conductor Material: Copper (For Lumianries). Make : Polycab/Havells/KEI/Eqv. |
| 620 | RGB LED lights (not less than 27 W)The housing, top cover and bracket are all in polished stainless steel, fasteners are also stainless steel,Design is extremely compact,Special measures have been taken for protection of components and sealing, totally protected against ingress of water -IP 68 ligght body stainless steel 304 grade ,power LED make- edisson/bridgelux 3 watt each ,light top diameter 130 mm thicness 3.5 mm toughened glass diameter 93 mm thicness 5 mm waterproof LED light 27 watt(CDT/Paai/AIS/Rainbow/Aquatronics) |
| 621 | Panel comprises of motor main switch, contactors, overload relays, switch fuses, light sequencer, push button on off switches, indicating lamps etc. complete with internal wiring. Lighting system shall be connected by a separate switch and fuse but shall not be energized unless pump is first switched with RGBW Led luminaries control system on.(L&T/BCH/C&S/Paai/Equiv) preprogrammed toget aesthetic water feature patterns |
| 622 | WATER COOLARReceiving, storing, handling, shifting, installation, testing & commissioning ofVoltas water cooler, including all accessories complete in all respect etc. (Make - Voltas or Equivalent) |
| 623 | MURAL WORKSupplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and multistones insetions(Italian, marble, granite,etc.) and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. |
| 624 | OPEN GYM EQUIPMENTCHEST PRESSDIMENSIONS:PRODUCT AREA :3.6 FT X 2.8 FTSAFE PLAY AREA :7.6 FT X 6.8 FTFUNCTIONS: STRENGTHENS GLUTES, CHEST, SHOULDER,UPPER & MID ABS, FORE ARM & TRICEPSTECHNICAL SPECIFICATIONS:CENTER FRAME : 100 NB GI C-CLASS PIPE-JINDAL MAKEMAIN FRAME : 40 NB & 32 NB GI B-CLASS PIPE -JINDAL MAKEHANDLE FRAME : 32 NB & 25 NB GI B-CLASS PIPE -JINDALMAKECONNECTING PIPE : 32 NB & 25 NB & 40 NB GI B-CLASS PIPE -JINDAL MAKESEAT & BACK REST: LLDP ROTOMOULDED SEAT WITH INBUILTBOLTS 3/8\" X 1.5\".PIPE CAP: GALVANISED CAP.BEARING SYSTEMS: SELF LOCKING BEARING SYSTEMS. ITWILL RESTRICT ITS MOVEMENT IN 120° ANGLE.BEARING HOUSING AND PIN :SEAMLESS PIPE & ROUND BARBEARINGS : REPUTED MAKE (FAG/SKF)NUT BOLTS: GALVANISED NUT BOLTSNUT BOLTS CAP: NYLON 66 INJECTION MOULDED WITH SS M6FASTNERS.POWDER COAT: DONE BY FIRST COAT OF PRIMERBRAND 40-50 MICRON THICKNESS AND TOP COAT OF PURE POLYESTER POWDER WITH 70- 80 MICRON THICKNESS. TOTALTHICKNESS IS 110-120 MICRON COMPLETE IN ALL RESPECT AS DIRECTEDBY ENGINEER-IN-CHARGE |
| 625 | CYCLEDIMENSION:PRODUCT AREA : 3.2 FT X 2.2 FTSAFE PLAY AREA :7.2 FT X 6.2 FTFUNCTIONS: STRENGTHEN UPPER & LOWER LIMB,IMPROVES BODY CONSISTENCY & EGIBILITY, IMPROVELUNGS & HEART EFFICIENCY AND STRENGTHENS HEART.TECHNICAL SPECIFICATIONS:MAIN FRAME : 25 NB & 40 NB GI B-CLASS PIPE -JINDAL MAKESEAT FRAME : 32 NB GI B-CLASS PIPE -JINDAL MAKEHANDLE & SEAT: LLDPE STERING IS USEDPIPE CAP: GALVANISED CAP.BEARING HOUSING AND PIN :SEAMLESS PIPE & ROUND BARNUT BOLTS: GALVANISED NUT BOLTS.BEARINGS : PERMANENT SEALED OF REPUTED MAKE (FAG/SKF)POWDER COAT: DONE BY FIRST COAT OF PRIMERBRAND 40-50 MICRON THICKNESS AND TOP COAT OF PUREPOLYESTER POWDER WITH 70- 80 MICRON THICKNESS. TOTALTHICKNESS IS 110-120 MICRON COMPLETE IN ALL RESPECT AS DIRECTEDBY ENGINEER-IN-CHARGE. |
| 626 | AIR WALKERDIMENSIONS:PRODUCT AREA :4.8 FT X 2.1FTSAFE PLAY AREA :8.8FT X 6.1FTFUNCTION: STRENGTHENS LEG MUSCLES, IMPROVESCARDIO VASCULAR ENDURANCETECHNICAL SPECIFICATIONS:MAIN FRAME: 100 NB GI C-CLASS PIPE-JINDAL MAKELEG FRAME: 32 NB GI B-CLASS PIPE-JINDAL MAKEHANDLE FRAME: 25 NB GI B-CLASS PIPE –JINDAL MAKEFOOT REST: LLDP ROTOMOULDED SEAT WITH INBUILT BOLTS3/8\" X 1.5\".PIPE END CAP: GALVANISED CAP.BEARING HOUSING AND PIN: SEAMLESS PIPE & ROUND BARBEARING SYSTEMS: SELF LOCKING BEARING SYSTEMS. ITWILL RESTRICT ITS MOVEMENT IN 120° ANGLE.NUT BOLTS: GALVANISED NUT BOLTS.BEARINGS: PERMANENT SEALED OF REPUTED MAKE (FAG/SKF)POWDER COAT: DONE BY FIRST COAT OF PRIMERBRAND 40-50 MICRON THICKNESS AND TOP COAT OF PUREPOLYESTER POWDER WITH 70- 80 MICRON THICKNESS. TOTALTHICKNESS IS 110-120 MICRON COMPLETE IN ALL RESPECT AS DIRECTEDBY ENGINEER-IN-CHARGE. |
| 627 | PULL UP STATIONDIMENSIONS:PRODUCT AREA : 4 FT X 3.4 FTSAFE PLAY AREA : 8 FT X 7.4 FTFUNCTIONS: STRENGTHEN ABDOMINAL AND UPPER THIGHALSO IMPROVES REFLEXES AND MIND BODYINTERACTION.TECHNICAL SPECIFICATIONS:MAIN FRAME: 100 NB C-CLASS G.I. PIPES. -JINDAL MAKEBACK REST: DETACHABLE WITH 25NB GI B-CLASS WITH SPECIALCASING-JINDAL MAKEHANDLE: 25 NB GI B-CLASS PIPE. -JINDAL MAKECONNECTING MAIN HORIZONTAL PIPE: 50 N B GI B-CLASSPIPE -JINDAL MAKEINTERMIDIATE PIPE: 25 NB GI B-CLASS PIPE. -JINDAL MAKEPIPE END CAP: GALVANISED CAP.POWDER COAT: DONE BY FIRST COAT OF PRIMERBRAND 40-50 MICRON THICKNESS AND TOP COAT OF PUREPOLYESTER POWDER WITH 70- 80 MICRON THICKNESS. TOTALTHICKNESS IS 110-120 MICRON COMPLETE IN ALL RESPECT AS DIRECTEDBY ENGINEER-IN-CHARGE. |
| 628 | PARALLEL BAR DOUBLEDIMENSIONS:PRODUCT AREA : 7 FT X 2 FTSAFE PLAY AREA : 13 FT X 4 FTFUNCTIONS: STRENGTHENS ARMS AND SHOULDERMUSCLESTECHNICAL SPECIFICATIONS:PARALLEL BAR: 25NB GI PIPE B-CLASS ISI MARKCLAMPS : NYLON 66 INJECTION MOULDED CASINGCENTRE PIPE: 100 NB GI C-CLASS PIPE JINDAL MAKEPIPE CAP: GALVANISED CAP.BEARING CAP: NYLON 66 INJECTION MOULDED.BEARING HOUSING AND PIN: SEAMLESS PIPE & ROUND BARBEARINGS : REPUTED MAKE (FAG/SKF)STOPPER: PU ROD 50MM DIANUT BOLTS: GALVANISED NUT BOLTS.POWDER COAT: DONE BY FIRST COAT OF PRIMERBRAD 40-50 MICRON THICKNESS AND TOP COAT OF PUREPOLYESTER POWDER WITH 70- 80 MICRON THICKNESS. TOTALTHICKNESS IS 110-120 MIC |
| 629 | ROWERDIMENSIONS:PRODUCT AREA : 4.7 FT X 2.5 FTSAFE PLAY AREA : 8.7 FT X 6.5 FTFUNCTIONS: STRENGTHENS BACK MUSCLES, SHOULDERARM MUSCLES AND ABDOMEN, ALSO IMPROVES CARDIOVASCULAR ENDURANCE.TECHNICAL SPECIFICATIONS:MAIN FRAME: 80 NB GI B-CLASS PIPE JINDAL MAKESEAT FRAME:50 NB GI B-CLASS PIPE -JINDAL MAKEHANDLE FRAME:32 NB GI B-CLASS PIPE -JINDAL MAKEPIPE CAP: GALVANISED CAP.BEARING CAP: NYLON 66 INJECTION MOULDED.BEARING SYSTEMS: SELF LOCKING BEARING SYSTEMS. ITWILL RESTRICT ITS MOVEMENT IN 120° ANGLEBEARING HOUSING AND PIN: SEAMLESS PIPE & ROUND BARNUT BOLTS: GALVANISED NUT BOLTSBEARINGS:PERMANENT SEALED OF REPUTED MAKE (FAG/SKF)POWDER COAT: DONE BY FIRST COAT OF PRIMERBRAND 40-50 MICRON THICKNESS AND TOP COAT OF PUREPOLYESTER POWDER WITH 70- 80 MICRON THICKNESS. TOTALTHICKNESS IS 110-120 MICRON COMPLETE IN ALL RESPECT AS DIRECTEDBY ENGINEER-IN-CHARGE. |
| 630 | KIDS PLAY EQUIPMENTSupplying and Fixing of Balancing Bridge outdoor playing equipment including necessary fittings, T&P etc all complete in direction of engineer in charge. |
| 631 | Supplying and Fixing of Monkey Climber outdoor playing equipment including necessary fittings, T&P etc all complete in direction of engineer in charge. |
| 632 | Supplying and Fixing of Turbo Tower outdoor playing equipment including necessary fittings, T&P etc all complete in direction of engineer in charge. |
| 633 | Supplying and Fixing of Standard Multi seater See Saw outdoor playing equipment including necessary fittings, T&P etc all complete in direction of engineer in charge |
| 634 | SOLAR POWER PLANTSupply,Installation,TestingandCommissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specification sasamended,consisting of Mono/Poly Crystallinesilicon solar cells,net metering facility,necessary protections,earthing,mounted on Aluminium/GIstructure of suitable strength with following components complete as required:-(a)Solar Photovoltaic Module of capacity 330W porabove,manufactured in India,conforming to IS 14286/IEC 61215,IS/IEC 61730-Part-1,IS/IEC 61730-Part 2.Solar Photovoltaic Module conversion efficiency shall not be less than16.5%.PV module susedin solar powerplants/systems must be warranted for their output peak watt capacity,which should not be lessthan 90% at the end of 10year sand 80% attheend of 25 years. (b)Power Conditioning Unit (PCU) of 350-800V DC Input voltage rangeand 400VAC,three phase,4wire,50Hz+/2.5Hz,out put voltage suitable to generate AC Power with efficiency not less than97%, to talharmonic distortion less than3%andsuitable foram bienttemperature from 0to50 degree C.The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency.(c) Data Monitoring System complete with accessories.(d)Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands,lugsand other accessories etc. as required.(e) Lightning and surge voltage protection.(f) Connections &I nterconnections by supplying & fixing required size XLPE insulated copper conductor 1.1kV grade armoured power and control cable between solar modules,main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugsando the accessories etc.as required. |
| 635 | G.S.T Extra as per applicable |
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