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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-05-2025 | Date of extension | Date | 09-05-2025 |
| 2 | 24-04-2025 | Date extension | Date | 05-05-2025 |
| Sl. No. | Item Description |
| 1 | Demolition of Existing Old Security cabin |
| 2 | 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 3 | 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar |
| 4 | 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. |
| 5 | 15.6 : Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B work. |
| 6 | 15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) |
| 7 | 15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below |
| 8 | 15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm |
| 9 | 15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 10 | 15.18 : Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 11 | 14.82 : Dismantling W.C. Pan of all sizes including disposal of dismantled materialsi/c malba all complete as per directions of Engineer-in-Charge |
| 12 | 15.52 : Dismantling of flushing cistern of all types (C.I. / PVC/ Vitrous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead |
| 13 | 100.98.1008 : Engaging Coolie |
| 14 | Construction of New change room |
| 15 | 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar |
| 16 | 15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm |
| 17 | 15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 18 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 19 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 20 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 21 | 50.6.1.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. |
| 22 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 23 | 11.41.2 : 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), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 24 | 11.46.2 : Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, ofapproved 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), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm |
| 25 | 13.80 : 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. |
| 26 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 27 | 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 28 | RCC Kerb |
| 29 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 30 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 31 | 4.4.1 : Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size) |
| 32 | 4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 33 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 34 | 13.46.1 : 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 priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 35 | Entrance Gate Way Works |
| 36 | 16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 37 | 15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 38 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 39 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 40 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 41 | od223323/2024_2025 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge.<br>All work upto plinth level |
| 42 | od223324/2024_2025 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge.<br>All work above plinth level upto floor V level |
| 43 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 44 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 45 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 46 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 47 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 48 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 49 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 50 | 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 51 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 52 | 50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 53 | 50.6.3.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in: CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete |
| 54 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 55 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 56 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 57 | 21.1.1.3 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPolyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron ) |
| 58 | 21.1.2.3 : For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micorn) |
| 59 | 21.2.2 : Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre- laminated particle board with decorative lamination on both sides |
| 60 | 21.3.1 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness |
| 61 | 21.8.1 : Upto 5 mm depth and 5 mm width |
| 62 | 9.97.4 : 150x10 mm |
| 63 | 9.113 : Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in- charge. |
| 64 | 9.100.2 : Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:100 mm |
| 65 | 9.100.1 : Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:125 mm |
| 66 | 9.102 : Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 67 | 9.48.1 : 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.Fixed to steel windows by welding |
| 68 | 8.2.2.2 : 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 to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm |
| 69 | 16.78.2 : 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 Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBRValue-25 |
| 70 | 16.79 : Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. |
| 71 | od223686/2024_2025 : Providing and laying of Interlock concrete block pavements having thickness 100mm (M50) as per drawings and technical specification clause 1504 confirming to IS 15658 and laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm metal excluding edge concreting (Based on CTE approved OD 6.3) |
| 72 | 4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 73 | 11.41.2 : 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), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 74 | 11.46.2 : Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, ofapproved 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), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm |
| 75 | 13.80 : 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. |
| 76 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 77 | 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 78 | 50.10.1 : Steel work in built up G I 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 |
| 79 | 50.10.2 : Steel work for purlin/single section with G I pipes 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 |
| 80 | 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 81 | 25.7 : Designing, fabricating, testing, installing and fixing in position Curtain Wall withAluminium Composite Panel Cladding, with open grooves for linear as well ascurvilinear portions of the building , for all heights and all levels etc. including:a) Structural analysis & design and preparation of shop drawings for pressureequalisation or rain screen principle as required, proper drainage of water to makeit watertight including checking of all the structural and functional design.b) Providing, fabricating and supplying and fixing panels of aluminium compositepanel cladding in pan shape in metalic colour of approved shades made out of4mm thick aluminium composite panel material consisting of 3mm thick FR grademineral core sandwiched between two Alumini um sheets (each0.5mm thick). Thealuminium composite panel cladding sheet shall be coil coated, with Kynar500based PVDF / Lumiflon based fluoropolymer resin coating of approved colourand shade on face # 1 and polymer (Service) coating on face # 2 as specified usingstainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backerrods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanisedwith serrations and serrated washers to arrest the wind load movement, fasteners,SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators toprevent bi-metallic contacts all complete required to perform as per specificationand drawing The item includes cost of all material & labour component, the cost ofall mock ups at site, cost of all samples of the individual components for testing inan approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wallwith aluminium composite panel cladding till the handing over of the building foroccupation. Base frame work for ACP cladding is payable under the relevantaluminium item.s The Contractor shall provide curtain wall with aluminiumcomposite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per theapproved shop drawings and as directed by the Engineer-in-Charge.However, for the purpose of payment, only the actual area on the external face ofthe curtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places. |
| 82 | od223473/2024_2025 : Providing and fixing 30cm wide PVC rain water Gutter pipe (White,brick red,royal blue,grey) of overall size 45 cm in rectangular section with clamp/brackets @ a spacing 1200mm and 2x12 gauge screws mm, necessary bolts, nuts andincluding making necessary connections with rain water pipes complete. |
| 83 | 50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall |
| 84 | od223530/2024_2025 : Providing & fixing 18-20mm thick laterite cladding tiles of approved shade and texture over RCC/ masonry surfaces using resin bonded tile adhesive of approved make up to 6 m heights including finishing with matt finished polyurethane based clear coating as per manufacturers specification etc complete including all lead, lift, labour and scaffolding charges as directed by the Engineer-in-charge. The rate shall be inclusive of all additional supports for the first row cladding tile etc.<br> |
| 85 | od223534/2024_2025 : CNC Laser cutting and fixing of required pictogram figures on GI sheet ofthickness 2 mm as per direction of Engineer in charge. |
| 86 | 10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 87 | od223634/2024_2025 : Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of 6mm aggregate etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) (Based on DSR 16.84) |
| 88 | od223581/2024_2025 : Design,fabrication and supply and fitting of letters size of 40cm or nearest with LED neon light at site as per direction of engineer in charge. The mounting of the letters to the base should be inclusive of essential electrification(including wiring cables from supply etc as required). the design, pattern, font, size should be as per engineer in charge. The cost is inclusive of transportation, loading, fixing etc |
| 89 | Compound wall |
| 90 | 16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 91 | 15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 92 | od223634/2024_2025 : Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of 6mm aggregate etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) (Based on DSR 16.84) |
| 93 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 94 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 95 | 60.7.1 : DRYRUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 96 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 97 | 60.6 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. |
| 98 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 99 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 100 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 101 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 102 | 50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. |
| 103 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 104 | 13.46.1 : 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 priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 105 | Chainlink fencing |
| 106 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 107 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 108 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 109 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 110 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 111 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 112 | 50.2.25.1 : Filling with contractor\"s own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge |
| 113 | 16.70.1 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm |
| 114 | od223528/2024_2025 : Steel work for fencing with G I pipes 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(Rate based on CPWD 50.10.2) |
| 115 | 10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 116 | 13.50.3 : Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works |
| 117 | 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 118 | 9m long octagonal pole with single arm - 3nos |
| 119 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 120 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 121 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 122 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 123 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 124 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 125 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 126 | 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete |
| 127 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 128 | 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 129 | Indoor court Finishing Works |
| 130 | od227084/2024_2025 : Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge: Bituminous Flooring of Indoor Court including Sub-Base. (Based on DSR 15.43.2) |
| 131 | 15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 132 | 15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 133 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 134 | 16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 135 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 136 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 137 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 138 | od222823/2024_2025 : Providing & laying vacuum dewatered flooring using M20 grade Concrete 1:11/2:3<br>(1cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) shall be laid by vacuum<br>dewatering process including vibrating concrete by using screed vibrator of approved make equipment,<br>finishing the top surface to required level and grade using power trowels of standard make etc. complete<br>as<br>per specifications and directions of Engineer-in-charge. Rate including all cost of materials, hire<br>charges of machineries and all labour charges including curing the finished concrete surface but excluding<br>cost of reinforcement. (Based on DSR 16.75 & 5.1.2) |
| 139 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 140 | 5.26 : Providing and filling in position, blow bitumen in expansion joints. |
| 141 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 142 | od222832/2024_2025 : Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete (Based on MoRTH 55.25 ) |
| 143 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 144 | od66750/2024_2025 : Supply and Installation of imported maple wood of thickness 21mm with resilient SPF pine wood sleepers70mmX45mm treated with anti termite solution fixed with 19 mm thick EPDM rubber Pads stapledthrough two wings at 350mmx350mm over the vapour barrier at 350mm in 1 direction. The rate isinclusive of game line marking and polishing of floor including machine sanded with drum sander - threetimes – i.e. coarse, medium & fine grade sandpaper. Grinding and sanding using belt sander with dustcontainment system using 36 & 60 Grit initially and then using 80 & 120 Grit followed by filling of gaps with fillers along with 120 grit sand powders to fill the gaps. Apply two component of water basedpolyurethane lacquer for sportive wooden floor coat of DIN certified. The sides of court shall be coveredby the wooden reaper with an expansion of 12-15 mm between wooden floor & tiled area. The work has to be executed based on detailed specification, methodology, drawings etc as per the direction of Engineer in charge. |
| 145 | od223529/2024_2025 : Anti termite treatment by digging holes 30 cm deep and 4 cm dia, using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to prevent from termite attack, chemicals usedChlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. |
| 146 | 2.35.3.1 : Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion):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/Lindane E.C. 20% with 1% concentration |
| 147 | 2.34.1 : Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20% |
| 148 | 11.41.2 : 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), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 149 | 26.24.1 : Providing and fixing in position wall panelling at all heights with integraldensified calcium silicate panels/tiles of size 595 x 595mm, having NRC (NoiseReduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectanceof 85% (minimum). Non combustible as per BS:476 (part-4), fire performanceas per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especiallyfabricated galvanised mild steel sheet 0.50 mm thick pressed section(galvanizing @120 grams per sqm including both sides) i.e.vertical studs ofsize 48 x 34 x 36 mm are placed at 600mm center to center in a floor and ceilingchannel section of size 50 x 32m fixed to the floor and soffit at 600mm centersusing 12mm dia,50mm long wedge type expanded zinc alloy dash fastner with10mm bolt. This same channel is then to be fixed in horiziontal direction at600mm center to center so as to form a grid of 600mm x 600mm. Glasswool of50mm thickness is then to be inserted in the slots and finally calcium silicatenon combustible panels/tiles are to be screw fixed with self tapping pan headnickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving aneven groove of 1 mm between the panels. The joints between the panels are tobe duly jointed and finished using recommended jointing calcium silicate basedcompound and fiber joint tape roll 50mm wide (90 metre )roll and two coats ofprimer suitable for panelling as per manufacturer\"s specification as perdirection of Engineer-in-Charge all complete.With 15 mm thick fully perforated square/butt edge light weight calcium silicatepanels/ tiles |
| 150 | 9.105.2 : Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with Zinc coating of 120 gms/ (both side inclusive), consisting of floor and ceiling channel 50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wallwith suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre.The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channelof 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture\"s specification and direction of engineer in charge all complete.75 mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum board conforming to IS : 2095 : part I |
| 151 | od223504/2024_2025 : Supply and installation of indoor movable sports equipment for Volleyball. One pair of FIVB approved mobile post set for volleyball, with crank system for height adjustment and with net, net shall be made of 2.5mm 12 taar thick twisted & knotted cotton cord. Head bond, sides made of 1.12'' wide cotton niwar tape with 4mm thick polypropylene cable. Mesh size: 100mm, net size: 10m x 1m complete. The rate shall be inclusive of all materials, transportation and labour charges for installing the equipment with all accessories and necessary/ ancillary works so as to satisfy the FIVB standards. The work to be executed as per the directions of the engineer-in-charge. |
| 152 | od223505/2024_2025 : Supply and installation of movable basketball posts with backboards (made of high quality acrylic sheet- one pair, each of 30mm size) with frame and markings as per FIBA standards, two basketball rings with a ring mounting plate and net. The rate shall be inclusive of all materials, transportation and labour charges for installing the equipment with all accessories and necessary/ ancillary works so as to satisfy the FIBA standards. The work to be executed as per the directions of the engineer-in-charge. |
| 153 | od223506/2024_2025 : Supply and installation of movable Badminton post made of 3' round pipe with heavy duty weighed base with wheel, installing the equipment with all accessories like Net etc. and necessary/ ancillary works so as to satisfy the IBF standards. The rate shall be inclusive of all materials, transportation and labour charges for installing the equipment.The work to be executed as per the directions of the engineer-in-charge (weight-40kg per piece approx). |
| 154 | Wiring |
| 155 | 1.10.3 : Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulated 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. FRLSPVC insulated copper conductor single core cable etc as required.Group C |
| 156 | 1.54.3 : Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C |
| 157 | 1.17.3 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm |
| 158 | 1.17.12 : Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 2.5 sq. mm |
| 159 | 1.21.1 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm |
| 160 | 1.21.2 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm |
| 161 | 1.24.1 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch |
| 162 | 1.24.4 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 amp socket outlet |
| 163 | 1.26 : Supplying and fixing modular blanking plate on the existing modular plate & switch box excludingmodular plate as required. |
| 164 | 1.27.1 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm) |
| 165 | 1.27.4 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm) |
| 166 | 1.33 : Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden blockincluding connection etc as required. |
| 167 | MCCB,MCB & DBS |
| 168 | 2.10.1 : 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 |
| 169 | 2.10.3 : 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 |
| 170 | 2.16 : Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts \"C\" curve DP MCB complete with connections, testing and commissioning etc. as required. |
| 171 | 90.11.1.11 : Supply and installation ofsheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required |
| 172 | 2.11 : Supplying and fixing single pole blanking plate inthe existing MCB DB complete etc. as required. |
| 173 | 2.13.1 : Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps |
| 174 | 2.15.2 : Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps |
| 175 | od81013/2024_2025 : Supply and fixing SINTEX Box (150mmx150mmx100mm) including connector, MCB Rail and neutral links for giving connections including all accessories complete as required |
| 176 | Earthing |
| 177 | 90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required |
| 178 | 90.16.5.3 : Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required. |
| 179 | od80865/2024_2025 : SKFOD:- Earthing with G.I. earth pipe 2.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.(but without charcoal/ coke and salt ) as required |
| 180 | LT Cable supply,Laying and Termination works |
| 181 | 7.7.1 : Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 182 | 90.12.10.2 : Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation |
| 183 | od81994/2024_2025 : KB-SKFOD: Supply of 4 X 16 sq.mm PVC/XLPE insulated armoured cable with aluminium conductors for working voltages up to and including 1100 volts. Make: Approved by Engineer in charge |
| 184 | od82012/2024_2025 : Supply of 3 core x 4 sqmm PVC / XLPE insulated armoured cables with copper conductors for working voltages up to and including 1100 V conforming to IS 1584 part I 1988 for PVC and IS 7098 Part If for XLPE as required |
| 185 | 9.1.33 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm (28mm) |
| 186 | od82419/2024_2025 : Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 KV grade as required. 3 X 1.5 sq. mm (19mm). |
| 187 | od82421/2024_2025 : Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 KV grade as required. 3 X 4 sq. mm (19mm). |
| 188 | 90.6.5.11 : Supply and drawing the following sizes of multi-core PVC insulated & FRLSPVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes. |
| 189 | Light Fixures & poles |
| 190 | 90.15.3.9 : Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70 mm top diameter, 155 mm bottom diameter thickness 3mm base plate dimensions of 250x250x16 mm suitable for wind speed as per IS 875 Part III single arm bracket 0.5mt including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc,complete 9 Meters |
| 191 | 90.15.4.4 : Supply Conveyance, installation, testing and commissioning of 100W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea withpower factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance(LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer) |
| 192 | od82424/2024_2025 : Supply and installation of pre-wired 20W LED batten fitting complete with all accessories and tube etc directly on ceiling/wall, including connection with 1.5sqmm FRLS PVC insulated,copper conductor single core cable and earthing etc as required |
| 193 | od82427/2024_2025 : Supply and providing 12 W,LED, out door bulk head fittings on wall/ceiling and giving connections with required length of 16/0.20mm PVC insulated and PVC<br>sheathed 3 core round copper conductor flex wire etc as required. ( LUKER eco LBKOVSL12 or equivalent make) |
| 194 | od82560/2024_2025 : SKFDSROD - Supply and Installation of 400 mm size wall mounting oscillating type fan having three speed control, oscillation control at bottom and suitable for operation on single phase 230 volt, 50Hz AC supply complete with continuous duty motor, front and rear gaurds and all accessories as required complete.(Make: Crompton, Bajaj, Orient or Approved by engineer in charge) |
| 195 | Lift electrification |
| 196 | 2.5.1 : Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB\"s (butwithout MCB\"s and incomer ) as required .(Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)4 way (4 + 12), Double door |
| 197 | 2.10.4 : 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.Triple pole |
| 198 | 2.11 : Supplying and fixing single pole blanking plate inthe existing MCB DB complete etc. as required. |
| 199 | 2.13.1 : Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps |
| 200 | 2.15.2 : Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps |
| 201 | 90.12.7.40 : Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required. |
| 202 | 9.1.32 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm) |
| 203 | 90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required |
| 204 | Lift |
| 205 | od92976/2024_2025 : Supplying, Installation, Testing & Commissioning of 8 Passenger (544 Kg) Machine Room less - Gearless lift having contract speed of 1.0 mps, serving G+1 Upper Floors (Ground to Firstfloor ) and suitable for operation for differently abled persons,detailed specifications enclosed as under:<br>Lift Type :Passenger Lift<br>Rated Capacity Persons / Kgs / Class of Loading :8 persons/544 Kgs/P-passengers<br>Rated Speed m/s : 1.<br>Number of stops / openings:2/2<br>Floor Designation : G+1 UPPER FLOORS<br>Access Sides Inline/Thru Type : 1 (One), In Front Only<br>Floor Display Character (Entrance Position) : 0(F),1(F)<br>II MACHINE AND CONTROLLER DETAILS<br>Machine Location / Type: Machine Roomless - Gearless<br>Drive System : Micro Processor Based VVVF - Closed Loop<br>Control system : Microprocessor Based Simplex Selective Collective Control With/Without attendant.<br>Main Power Supply: AC 3 Phase, 50 Cycles, 415 Volts ±10%<br>Light Power Supply: 220 Volts 50Hz LNE<br>III SHAFT DETAILS<br>Shaft Type : RCC - Reinforced Cement Concrete<br>Shaft Width mm X Shaft Depth mm : 2150 X 1550<br>Overhead mm : 4200<br>Pit Depth mm : 1600<br>Travel Height (in Meters):15<br>Shaft Reduction Channel:Not required<br>Shaft Reduction Channel Weight (in Kgs) :No<br>Pit Ladder : Yes<br>IV CABIN DETAILS<br>A) SIZES<br>Car Width mm X Car Depth mm : 1300 X 1100<br>Car Clear Height mm : 2200<br>Car Door Type Center/Side : Power Operated Centre Opening Sliding Door<br>No Of Door Panels :2 panel<br>Type of Door Drive : Linear Door Drive System<br>Car Door (W X H) mm : 800 x 2000<br>B) FINISHES - *SUBJECT TO AVAILABILITY<br>Design Of Lift Cabin : Stainless Steel (1.5 Mm)<br>Lift Cabin Finish: Hairline Finish<br>Car Door: Stainless Steel (1.5 Mm)<br>Car Door Finish: Hairline Finish<br>Ceiling Finish : ss Hairline Finish<br>Ceiling Type : Sleek Small Circular-JLFC 03<br>Ceiling Light: Led Lights<br>Fan : Regular (Circular) - Fan<br>Flooring Type : 20 Mm Recess With Granite Flooring By Jlpl<br>Handrail Type : Ss Round Handrail JLHR01<br>Handrail Location: Rear Side<br>Car Door Sill : Aluminium<br>Extra Allowance for Cabin Interior (Kgs) :54.4<br>V LANDING DOORS DETAILS<br>A) SIZES<br>Door Type: Centre Opening Sliding Door<br>Door Size (W x H) mm: 800 X 2000<br>Door Sill : Aluminium<br>B) FINISHES<br>Landing Door Finish: 1-2-Stainless Steel (1.5 Mm) - Hairline Finish<br>Landing Door Frame / Finish: 1-2-Stainless Steel (1.5 Mm) - Hairline Finish<br>Main Landing Floor:0<br>Other Landing Floors:1<br>Jamb Type: Slim frame<br>VI SIGNALIZATION / FIXTURES DETAILS<br>A) CABIN OPERATING PANEL<br>Car Operating Panel Type : Full Car Operating Panel - JLCP02<br>Number of Car Operating Panel:1<br>COP Faceplate Finish: Stainless Steel - Hairline Finish<br>Button Model: 1s4 - Bas128 (Round)<br>Car Display: Orange Square Dot-Matrix Scrolling Display-Vertical<br>Car Display Location : Car Operating Panel<br>Handicaped Requirements : Yes<br>Call Register Signal :yes<br>Floor Annunciator :yes<br>B) LANDINGS INDICATORS<br>Landing Operating Panel Type : Landing Operating Panel - JLLP01<br>LOP Location : Landing Display On Wall<br>LOP Mounting Type : Grouting<br>LOP Faceplate Material : Stainless Steel - Hairline Finish<br>Landing Display : 1-2-OSDM-V<br>Landing Display Location : 1-2-LOP<br>Call Register Signal :yes<br>Stainless Steel Braille Button :Yes<br>VII SAFETY DETAILS<br>Over Speed Governor : Yes<br>Door Protection: Infra red Door screen<br>Counterweight Screen : Inbuilt<br>Over Load Indicator:Yes<br>Fireman Switch:Yes<br>Automatic Rescue Device:Yes<br>Battery Operated Emg Alarm Light:Yes<br>VIII ADDITIONAL FEATURES<br>1.AUTO ATTENDANT KEY<br>2.AUTO LIGHT & FAN SWITCH OFF (POD)<br>3.BMS COMPATIBILITY-POTENTIAL FREE 4 CONTACTS ONLY<br>4.SCAFFOLDING<br>5.PROVISION FOR EPABX<br>6.3 WAY INTERCOM / PRESS AND SPEAK PHONE<br>7.FREE SERVICE FOR THREE YEARS<br>8.UNLOADING AT SITE<br>9.SAFETY BARRICADING FOR LIFT ENTRANCE<br>10.INSURANCE CHARGES (EAR POLICY)<br>11.INVERTOR<br>12.LIFT LICENSE<br>13.STORAGE BY JLPL<br>14.POWER SUPPLY FOR ERECTION & TESTING WORKS<br>15.PROVISION FOR CCTV CAMERA - IP (Cat6 flat travelling cable).<br>Make:Approved by Engineer in charge<br> |
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