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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 15-05-2026 | Corrigendum | Date | 23-05-2026 |
| Sl. No. | Item Description |
| 1 | Site development and allied works |
| 2 | 2.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | OD133280/2025-2026Dismantling hollow/solid block work in foundation and basement of prefab units and removing plinth filling at Menakulam National Games Village by manually / by mechanical means includingstacking of serviceable material and disposal of unserviceable material within 50 metres lead and levelling up and making the area suitable for development as per direction of Engineer-in- Charge |
| 4 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 5 | OD133312/2025-2026Filling with available excavated earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, rolling every 3rd and top-most layer with power roller of minimum 8 tonnes lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. |
| 6 | 50.2.26.1Filling with contractor own earth (excluding rock) in open areas 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. |
| 7 | Site development and allied works -Construction of compound wall and allied works |
| 8 | 50.6.1.5Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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 |
| 9 | 4127512 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 10 | 13.48.1Finishing 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 |
| 11 | Site development and allied worksConstruction of paver block passage, concrete kerb and RCC drain |
| 12 | OD375240/2025-2026Providing and laying of Interlock concrete block pavements having thickness 80mm (M40) as per drawings and technical specification clause 1504 confirming to IS15658 and laid in required colour and pattern over and including 50mm thick compacted bed of 6 mm metal excluding edge concreting |
| 13 | 16.79Providing , 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. |
| 14 | 2.8.1Earth 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 |
| 15 | 4.1.8Providing 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 16 | 16.69Providing 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 Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge) |
| 17 | 5.1.2Providing 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 derived from natural sources) |
| 18 | 5.22.6Steel 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 |
| 19 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 20 | 10.25.2Item Shifted to Sub head 14 as item 14.73 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 |
| 21 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 22 | Site development and allied works -Landscaping works |
| 23 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 24 | 4.1.8Providing 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 25 | 50.6.1.4Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 26 | 13.1.1 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 27 | 13.48.2Finishing 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 |
| 28 | 30.2.2 Supplying and stacking of good earth at site including royalty and carriage upto 5k.m. lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 29 | 30.2.4.3Screened through sieve of I.S. designation 4.75 mm |
| 30 | 30.2.7 Fine dressing of the ground |
| 31 | 30.2.8 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). |
| 32 | 30.2.9Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 33 | OD133385/2025-2026Providing and fixing Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and even, watering with sprinklerDetail of Cost for 100 sqmNeel giri/maxican grass turf = 100 sqm Add 15% wastage = 15 SqmTotal = 115 SqmBased on DSR 2018 (30.2.33) |
| 34 | Site development and allied works -Bore well |
| 35 | 23.1.1.1Boring / 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, upto 90 metre depth below ground level.All types of soil300 mm dia |
| 36 | 44988Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS : 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer- in- Charge.200 mm nominal size dia |
| 37 | 23.5Supplying, 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- charges |
| 38 | 23.6Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the |
| 39 | 23.7Supplying, 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-in-charge. |
| 40 | 50.18.7.4.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall |
| 41 | 50.18.9.3.2Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 |
| 42 | 50.18.9.4.1Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2 |
| 43 | 50.18.9.4.2Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2 |
| 44 | 50.18.9.5.2Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2 |
| 45 | 50.18.9.6.2Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2 |
| 46 | 18.16.2Providing and fixing brass stop cock of approved quality :20 mm nominal bore |
| 47 | 18.17.1Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore |
| 48 | 18.17.2Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore |
| 49 | 18.17.4Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 50 | 18.19.2.1Providing and fixing gun metal non-return valve of approved quality (screwed end): 32 mm nominal boreHorizontal |
| 51 | 18.6.2 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work PN - 16 Pipe, 25 mm OD (SDR-7.4) |
| 52 | Site development and allied works-Gate Structure |
| 53 | 2.8.1Earth 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 |
| 54 | 4.1.8Providing 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 55 | OD227666/2025-2026Providing and laying in position ready mixed or site batched design mix M-25 grade 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. Concrete of M25 grade with minimum cement content of 330 kg /cum.All work up to plinth level (Based on 5.33.1.1) |
| 56 | OD227667/2025-2026Providing and laying in position ready mixed or site batched design mix M-25 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. Concrete of M25 grade with minimum cement content of 330 kg/cumAll work above plinth level up to floor V level (Based on DAR 5.33.2.1) |
| 57 | 2.25Filling 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. |
| 58 | 5.22.6Steel 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 |
| 59 | 5.22A.6Steel 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 |
| 60 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 61 | 5.9.1Centering and shuttering including strutting, etc. and removal of form |
| 62 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 63 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 64 | 50.13.19 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete |
| 65 | 13.46.1Finishing 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) |
| 66 | 10.25.2Item Shifted to Sub head 14 as item 14.73 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 |
| 67 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 68 | Site development and allied works-Fencing |
| 69 | 2.8.1Earth 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 |
| 70 | 4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 71 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 72 | 55062Steel 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 |
| 73 | 16.70.1Providing 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 |
| 74 | 13.50.3Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works |
| 75 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 76 | Synthetic Track and Natural PlayConstruction of 8 lane synthetic track |
| 77 | 2.28.1Surface dressing of the ground including removing vegetation and in-equalities 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 |
| 78 | OD133944/2025-2026SKF - OD 5/2022-2023 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc. including all cost of labour charges, hire charges of machineries, fuel, oil etc. complete.(Based on CPWD 16.1) |
| 79 | Supply of full PUR , World Athletics ( former IAAF) approved Synthetic Track Surfacing system(Cast in situ) in accordance with World Athletics standard suitable for conducting World Athletics approved internationalAthletic events. Total thickness of the synthetic track surfacing system shall be 14 to 15mm comprising9.4 to 10.0 mm force reduction layer comprising 4.7mm Bottom Layer made with Black SBR granulesembedded in PUR coating ,4.7mm Middle Layer(s): Black SBR granules embedded in PUR coating andfinal resilient wearing layer of granular texture, red-brown. Full PUR coating with EPDM granulesembedded 5.0 mm. In high stress areas thickness should be as per World Athletics requirement. Layingand installation according to World Athletics specifications and approved methodology and drawingsincluding provisions of installation of sleeves for throwing events, inlay equipment for pole vault, long &triple jump and steeple chase. This rate also include lane marking and Class 2 certification. |
| 80 | Synthetic Track and Natural PlayConstruction of 8 lane synthetic track -Synthetic track - sub base (MORTH) |
| 81 | 4.1.A.1Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method |
| 82 | 4.12Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 83 | 5.1.aProviding and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of0.70 - 1.0 kg/sqm using mechanical means. |
| 84 | 5.3.2.aProviding and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) |
| 85 | 5.2.bProviding and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. |
| 86 | 5.6.2.aProviding and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) |
| 87 | 5.10.1.aProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm |
| 88 | Synthetic Track and Natural PlayConstruction of 8 lane synthetic track -Construction of 11's Natural Football turf |
| 89 | 2.8.1Earth 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 |
| 90 | OD133937/2025-2026Providing and fixing HDPE pipes with 5mm dia perforations, minimum 125 perforations per running metre, in trenches at required slope, as per specifications etc complete. The rate includes cost of all materials, conveyance charges, labour charges for covering the pipe with Geo Textile Cloth, labour charges for trenching carriage of surplus earth to a lead of 50m etc complete, including jointing of pipes properly etc. complete as per direction of Engineer-in-Charge 110mm dia 6 Kgfcm2. |
| 91 | OD133935/2025-2026Providing ,Laying, spreading and compacting stone aggregate of specified size 20mm downgraded metal as filter media around the drainage pipes in the sides of trench without damaging the drainage pipes as per the directions of Engineer-in-charge. Rate inclusive of all materials,transportation and labour charges complete.The work has to be executed as per detailed specifications, and or as approved by Engineer-in charge. |
| 92 | OD133934/2025-2026Supply and Laying 120 GSM Geotextile Membrane as per direction of Engineer-in- Charges. |
| 93 | OD133932/2025-2026Providing, laying and spreading of compacted fill with 10mm metal (coarse rubble granite stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per drawings, rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-in-Charge. Quantity measured based on the stack measurement and the stack shall be of standard dimensions. |
| 94 | OD133943/2025-2026Providing , laying and spreading of compacted fill with 2-6mm gravel to form a contour and elevations in uniform thickness, rolling with 8-10 tonne 3 wheeled road / vibratory roller in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-in-charge.The measurement shall be taken after consolidation based on level survey conducted |
| 95 | OD133936/2025-2026Supplying and stacking for measurement Sieved Jamuna Sand at site including royalty and carriage upto 5 k.m. lead complete. |
| 96 | OD133942/2025-2026Supplying and stacking for measurement sieved red earth at site including royalty and carriage upto 5 k.m. lead complete. |
| 97 | 30.2.4.3Screened through sieve of I.S. designation 4.75 mm |
| 98 | OD133940/2025-2026Mixing earth, sand and manure in the required proportion specified or directed by the Officer-in-chargeDetails of cost for 10 cum |
| 99 | OD133938/2025-2026Spreading of earth, sand and manure in required thickness as per direction of officer- in-charge (cost of earth, sand and manure to be paid separately). |
| 100 | OD133933/2025-2026Grassing with Bermuda grass, rolling the surface with light roller make the surface smoothen and even including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing as per the direction of Engineer in Charge. In rows 5 cm apart in both directions |
| 101 | OD133939/2025-2026Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge |
| 102 | OD133941/2025-2026Supply and installing Movable type premium quality outdoor Football Goal Post of size 24*8 feet made with heavy duty MS pipe of size 4 dia for main frame with supports Back frame with PU finishing including all fittings such as premium quality Nylon net, Hooks, solid wheels etc for elevens court |
| 103 | Synthetic Track and Natural PlayConstruction of 8 lane synthetic track -Fencing |
| 104 | 2.8.1Earth 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 |
| 105 | 4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 106 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 107 | 55062Steel 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 |
| 108 | 16.70.1Providing 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 |
| 109 | 13.50.3Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works |
| 110 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 111 | Synthetic Track and Natural PlayConstruction of 8 lane synthetic track -Drain, Kerb, Steeple chase |
| 112 | 2.8.1Earth 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 |
| 113 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 114 | 4.1.8Providing 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 115 | 5.1.2Providing 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 derived from natural sources) |
| 116 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 117 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 118 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 119 | 5.22.6Steel 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 |
| 120 | OD133948/2025-2026Providing and fixing 50mm dia PVC pipes in the RCC slab(precast) as per direction of Engineer-in-Charge including all labour and material charges etc |
| 121 | OD133946/2025-2026Lifting, 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 ) |
| 122 | 19.7.1.1Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 123 | OD133947/2025-2026Supply and Filling Fine Sand of approved quality in Long Jump Pit as per the directionof officer in charge. (Based on DSR 30.2.2, 30.2.4.3, 30.2.8) |
| 124 | 50.18.9.19.1Providing 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 |
| 125 | OD134113/2025-2026Providing and laying of Interlock concrete block pavements having thickness 60mm (M30) 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 including edge concreting for 300mm width and 150mm depth with CC M35 (@0.045 m3/m)Details for 225 sqm |
| 126 | 2.25Filling 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. |
| 127 | Pavilion Building - Piling works |
| 128 | 20.2.2 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles |
| 129 | 20.2.3Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).600 mm dia piles |
| 130 | OD393461/2025-2026Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used. 700 mm dia pile |
| 131 | 20.6.1.1Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile upto 50 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) |
| 132 | 20.6.1.2Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) |
| 133 | 20.6.2.1Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) |
| 134 | 20.6.2.2Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) |
| 135 | 20.6.3.1Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Group of two or more piles upto 50 tonne Safe capacityInitial test (Test Load 2.5 times the Safe capacity) |
| 136 | 20.6.3.2Vertical load testing of piles in accordance with IS 2911 (Part IV) including |
| 137 | Pavilion Building -Earth Work |
| 138 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 139 | 16.78.2Construction 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 CBR Value-25 |
| 140 | 2.8.1Earth 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 |
| 141 | 2.25Filling 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. |
| 142 | Pavilion Building -Concrete works |
| 143 | 4.1.8Providing 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 144 | 4.1.5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) |
| 145 | 4.11Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). |
| 146 | OD295673/2025-2026Providing 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.All work upto plinth level Base on DAR 5.33.1.1 |
| 147 | OD295675/2025-2026Providing 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. Note:-All work above plinth level up to floor V level Based on DAR 5.33.2.1 |
| 148 | OD295674/2025-2026Providing and laying in position machine batched and machine mixed design mix M- 30 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.Concrete of M30 grade with minimum cement content of 350 kg /cum (Based on DAR 5.33.2.2)All works above plinth level upto floor V level |
| 149 | 5.44.3Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured tobase members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self – centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement andflexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirementall as per the manufactures design and as approved by Engineer -in-Charge . (Material shall confirm to ASTM 6063).Floor Joint of 200 mm gap. |
| 150 | 5.45.3Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221-02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirmto ASTM 6063).Wall Joint of 200 mm gap. |
| 151 | 5.46.3Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loadingrequirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates / moves in all directions.The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of |
| 152 | Pavilion Building -Shuttering Works |
| 153 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 154 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 155 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 156 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 157 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 158 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 159 | 5.9.7Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) |
| 160 | 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 161 | 5.9.16.2Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsAbove 20 cm wide |
| 162 | 5.9.19Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges |
| 163 | Pavilion Building -Steel works |
| 164 | 5.22.6Steel 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 |
| 165 | 5.22A.6Steel 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 |
| 166 | 10.26.3Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes |
| 167 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 168 | Pavilion Building -Masonry, Painting works |
| 169 | 50.6.1.7Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 170 | 50.6.1.8Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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 |
| 171 | 50.6.3.2Solid 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 |
| 172 | 6.4.1Brick work with common burnt clay F.P.S. (non modular) bricks of class designation7.5 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) |
| 173 | 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 174 | 50.13.19 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete |
| 175 | 13.16.16 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 176 | 13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 177 | 13.46.1Finishing 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) |
| 178 | 13.43.1Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 179 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 180 | Pavilion Building -Tile and Granite Works |
| 181 | 11.41.2Providing 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. |
| 182 | 11.46.2Providing 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, 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), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm |
| 183 | 11.38Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. |
| 184 | 8.31Providing 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. |
| 185 | 16.89Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi models location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 186 | 22.5Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 187 | 11.55.1Providing and laying flamed finish Granite stone flooring in required designand 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 :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eyeor equivalent. |
| 188 | 8.2.2.2Providing 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 |
| 189 | 8.3.2Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work |
| 190 | 8.5Extra for providing opening or required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 191 | 8.10.2Providing 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 per direction of Engineer-in Charge and finished smooth.Granite Stone of approved shade |
| 192 | Pavilion Building -Joinery works |
| 193 | OD295683/2025-2026Supply and Installation of Solid Handles TGDIH 450 x 25 for Glass Door of Stainless Steel Satin Finish, SS 304 Back to Back Pull Handles Dia. 25 mm , CTC Length 350 mm all complete, as perapproved drawing and as directed by Engineer in Charge. |
| 194 | OD295684/2025-2026Providing and fixing glazing with 12mm toughened glass in existing aluminium framework with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directionsof Engineer-in- charge |
| 195 | 9.1.1Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood |
| 196 | 9.20.2Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of I st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI marked Stainless Steel butt hinges with necessaryscrews |
| 197 | 9.53Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 198 | 13.114Melamine polishing on wood work (one or more coat). |
| 199 | 9.76Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 200 | 9.101.2Providing and fixing aluminium hanging floor door stopper, 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.Twin rubber stopper |
| 201 | 9.84Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width form 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 202 | 9.97.2Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:250x10 mm |
| 203 | 21.1.1.2Providing 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 204 | 21.1.2.2For 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)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 205 | 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 (weight not less than 10kg/sqm) |
| 206 | 9.48.1Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding |
| 207 | 21.15.1Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary necessary screws etc. complete.Anodized (AC 15 ) aluminium |
| 208 | 9.117.1Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm |
| 209 | 9.118.1Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter). |
| 210 | 10.6.1 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 manufactured from high tensile steel wire of adequate strength conforming to IS:4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 211 | 10.7Providing and fixing ball bearing for rolling shutters. |
| 212 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 213 | Pavilion Building -False ceiling |
| 214 | 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 |
| 215 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 216 | 12.45.3Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular toG.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, |
| 217 | Pavilion Building -Sanitary and Plumbing Works |
| 218 | 17.2.2 Providing and fixing white vitreous china pedestal type water closet (European typeW.C. pan) with seat and lid, 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:W.C. pan with ISI marked black solid plastic seat and lid |
| 219 | 17.4.1Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 220 | 50.17.1.4Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. |
| 221 | 17.7.2 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 630 x 450 mm with a single 15 mm C.P. brass pillar tap |
| 222 | 17.28.1.1Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete.Semi rigid pipe32 mm dia |
| 223 | 18.53.1Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore |
| 224 | 18.22.1Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:100 mm diameter |
| 225 | 17.32.4Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm |
| 226 | 17.32.2Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm |
| 227 | 50.17.1.3Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in- charge. |
| 228 | 50.17.1.1Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge. |
| 229 | 18.8.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.20 mm nominal dia pipes |
| 230 | 43315Providing 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 wall etc.25 mm nominal dia pipes |
| 231 | 18.8.4 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 wall etc.32 mm nominal dia pipes |
| 232 | OD295677/2025-2026Providing 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 wall etc.40 mm nominal outer dia pipes |
| 233 | OD295680/2025-2026Providing 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 wall etc. 50 mm nominal outer dia pipes |
| 234 | 18.7.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50 mm nominal dia pipes |
| 235 | 50.18.8.5.2Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Concealed work, including cutting chases and making good the wall etc. 40 mm pipe 6Kgf/cm2 |
| 236 | 50.18.8.6.2Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2 |
| 237 | 50.18.8.8.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints |
| 238 | 50.18.8.9.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2 |
| 239 | 50.18.9.9.1Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 |
| 240 | 50.18.9.22.4Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend |
| 241 | 50.18.9.19.1Providing 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 |
| 242 | 17.22AProviding and fixing CP Brass 32mm size Bottle trap of approved quality & make and as per the direction of Engineer in charge. |
| 243 | 18.17.4Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 244 | 18.17.2Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore |
| 245 | 18.17.5Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 246 | 18.51.1Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore |
| 247 | 50.18.9.21Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Elbow |
| 248 | 50.18.9.21.7Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl |
| 249 | 50.18.9.22.8Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl |
| 250 | 50.18.9.21.2Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia 45 degree Elbow |
| 251 | 50.18.9.21.4Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend |
| 252 | 50.18.9.21.5Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x75x75 mm dia Tee |
| 253 | 50.18.9.21.8Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia End cap |
| 254 | 50.18.9.22.1Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow |
| 255 | 18.16.2Providing and fixing brass stop cock of approved quality :20 mm nominal bore |
| 256 | 50.18.9.22.12Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x75 mm dia Reducer |
| 257 | 50.18.9.22.5Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee |
| 258 | OD295679/2025-2026Providing and fixing floor trap of PVC, 110mm outer dia (Multitrap) including CP cockroach free floor grating with cup etc. including cost and conveyance of all materials, labour charges,sundries etc complete as per the direction of Engineer-in-charge at all levels |
| 259 | 19.7.2.1Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 120x90 cm and 90 cm deep including C.I. cover with frame ( medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg):With common burnt clay F.P.S ( non modular) bricks of class designation 7.5 |
| 260 | 19.4.1.1Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 261 | OD295681/2025-2026Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 150 mm pipe 6kgf/cm2 |
| 262 | OD295676/2025-2026Providing 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. External work - Exposed on wall 65 mm nominal dia pipes |
| 263 | OD295678/2025-2026Providing 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. External work - Exposed on wall 80 mm nominal dia pipes |
| 264 | 50.18.9.10.1Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2 |
| 265 | OD403532/2025-2026Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc. complete as directed by the Engineer in Charge. 80mm |
| 266 | OD403533/2025-2026Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc. complete as directed by the Engineer in Charge. 65mm |
| 267 | 50.18.9.20.1Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow |
| 268 | 50.18.9.20.10Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63x50 mm dia Reducer |
| 269 | 50.18.9.20.4Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend |
| 270 | 50.18.9.20.5Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee |
| 271 | 50.18.9.20.9Providing and fixing PVC moulded fitting / accessories for Rigid PVC pipes, including jointing with PVC solvent cement-63 mm dia Socket /coupling |
| 272 | 50.18.9.21.10Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x63 mm dia Reducer |
| 273 | 50.18.9.21.9Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Socket /coupling |
| 274 | 50.18.9.22.11Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 110 mm dia Socket/ coupling |
| 275 | Pavilion Building -OHT |
| 276 | 10.25.1Item Shifted to Sub head 14 as item 14.73 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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 277 | 10.25.2Item Shifted to Sub head 14 as item 14.73 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 |
| 278 | 13.16.16 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 279 | 13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 280 | 13.48.1Finishing 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 |
| 281 | 22.23.1Providing 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 crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm |
| 282 | 22.23.2Providing 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 crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm. |
| 283 | 22.4.1Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete:Serrated with central bulb ( 225 mm wide, 8-11 mm thick) |
| 284 | OD295685/2025-2026Supplying and fixing C.I with frame for manholes: 600 x 600 mm square C.I cover (medium duty) the weight of the cover to be no less than 23 kg |
| 285 | PavilionElectrification Works |
| 286 | 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 |
| 287 | 1.14.1 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 required2x1.5 sq.mm + 1x1.5 sq.mm earth wire |
| 288 | 1.14.2 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 required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 289 | 1.14.3 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 required2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 290 | 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 x2.5 sq. mm |
| 291 | 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 X1.5 sq.mm |
| 292 | 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 |
| 293 | 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 |
| 294 | 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 |
| 295 | 1.24.3 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch |
| 296 | 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 |
| 297 | 1.24.5 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet |
| 298 | 1.25 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. |
| 299 | 1.27.2 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm) |
| 300 | 1.27.3 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.4 Module (125mmX75mm) |
| 301 | 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) |
| 302 | 1.27.5 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.8 Module (125mmX125mm) |
| 303 | 1.33 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. |
| 304 | 1.50.1 Installation of exhaust fan in the existing opening, including making good the damage connection testing, commissioning etc. as required.Upto 450 mm sweep |
| 305 | OD295701/2025-2026 SKFDSROD - Supply of 250 mm sweep, light duty exhaust fan in plastic body with self opening louvers working on 230 V AC supply complete with all accessories as required. (Make: Crompton, Havells, Orient, Lucker, Baja or Approved byengineer in charge) |
| 306 | OD295700/2025-2026 SKFDSROD: Supply and installation of pre-wired 20W LED batten fitting complete with all accessories and tube etc directly on ceiling/wall, including connection with PVC insulated,copper conductor single core cable and earthing etc asrequired. (Make: Phillips, Crompton greaves, Bajaj, Lucker or Approved by engineering in charge) |
| 307 | 2.10.1 Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"C\\"\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required. Single pole |
| 308 | 2.10.4 Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"C\\"\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required. Triple pole |
| 309 | 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 |
| 310 | 2.13.2 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps |
| 311 | 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 milli Amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps |
| 312 | 2.15.3 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milli Amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps |
| 313 | 5.1 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. (but without charcoal/ coke and salt ) as required. |
| 314 | 90.16.1.3 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG) |
| 315 | 90.16.1.4 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.00 mm copper conductor ( 8 SWG) |
| 316 | 90.4.5.4 Supply, Installation, testing and commissioning of ceiling fan of following sizes including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.1200mm sweep - ceiling fan complete with service value minimum 4.0(cub meter/minute/Watt), Air delivery minimum 210(cubic meter/minute), Copper winding suitable for 230V/240V single phase AC supply |
| 317 | OD295704/2025-2026 SKFOD - Supply, Installation, testing and commissioning of pre-wired, 12W recess mounting round LEDdown light fitting complete with all accessories directly on ceiling/ wall, including connection with 1.5 sq.mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. Make :Phillips, Crompton Greaves, Bajaj, Lucker or approved by engineer in charge |
| 318 | OD295702/2025-2026 Supply and installation of pre-wired 10W 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 |
| 319 | 90.15.3.5 Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70 mm top diameter, 130 mm bottom diameter thickness 3mm base plate dimensions of 200x200x12 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 7 Meters |
| 320 | 90.15.4.3 Supply Conveyance, installation, testing and commissioning of 70W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power 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) |
| 321 | 90.12.5.39 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 6 sq mm |
| 322 | 90.12.5.40 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 10 sq mm |
| 323 | 90.6.5.11 Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC 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.3 core 1.50 sq mm |
| 324 | 90.11.1.12 Supply and installation of sheet 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 required8 way (8+24) - three phase double cover (IP 42/43) |
| 325 | 90.11.1.19 Supply and installation of sheet 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 required6 way (8+12) - double cover TPN vertical DB with provision for fixing MCCB as incomer and SP/ TP MCB as outgoing (IP 42/43) |
| 326 | 90.12.10.6 Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation110/94 mm or nearest size |
| 327 | 90.12.5.33 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 150 sq mm |
| 328 | 90.12.5.31 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 95 sq mm |
| 329 | 90.12.7.31 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.3.5 core 95 sq mm |
| 330 | 90.12.5.41 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 16 sq mm |
| 331 | 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.4 core 10 sq mm with factory made clamp |
| 332 | 90.12.7.41 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.4 core 16 sq mm with factory made clamp |
| 333 | 9.1.32 Supplying and making end termination with brass compression gland and aluminium lugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KVgrade as required.4 X 10 sq. mm (25mm) |
| 334 | 9.1.33 Supplying and making end termination with brass compression gland and aluminium lugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KVgrade as required.4 X 16 sq. mm (28mm) |
| 335 | OD295703/2025-2026 Supply and installation of single phase 2HP horizontal open well submersible pump of approved make having a head range of 9-21 mtrs with all accessories including rope, starter and other accessories complete as required |
| 336 | 90.6.6.3 Supply and drawing FRLS PVC insulated & sheathed 650/1100 V grade 3 core copper conductor flat cable for submersible pump motor conforming to IS 694 part I 1990 as required including giving necessary connections of the following sizes.4 sq mm |
| 337 | OD295699/2025-2026 Supply installation testing and commissioning of single phase inverter type 2TR Split A/C Unit of approved make complete with suitable capacity drive motor ,air cooled condenser with all accessories, including condenser and evaporator coil(copper),hermitically sealed rotary compressor, copper piping ,drain piping etc including suitable stabilizer as required. Make: Voltas, Blue Star, Daikin or Approved by engineer in charge |
| 338 | 90.12.10.2 Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation50/38 mm or nearest size |
| 339 | 90.12.10.4 Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation77/63 mm or nearest size |
| 340 | 90.12.7.33 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.3.5 core 150 sq mm |
| 341 | 90.16.1.5 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.75 mm copper conductor (6 SWG) |
| 342 | PavilionElectrification Works -MV Panels |
| 343 | OD322915/2025-2026 SKFOD ODP - Supply, Installation, Testing and Commissioning of Outdoor Lighting Panel (ODP) cubicle type, totally enclosed, IP 65, pedestal mounted, free standing with top canopy, dust and vermin proof, water proof suitable for operation on 3 phase, 415 V, 50Hz AC supply fabricated using 2mm thick CRCA sheet, powder coated, including internal wiring with suitable size wires/cable, interconnection, duly powder coated painting etc The panel shall be with all accessories as per drawing & specification along with indication lamps LED type and 1 set 100/5A, 10VA, class 1, CT , Multifunction meter with acc class 1 as per approved Single Line diagram .INCOMER 100 A4P MCCB 25kA - 1 No, 100 Amp TPN bus bars INSTRUMENTS:Surge protection device –Type 1+2 Voltage protection level should not be less than 1.5 kV , ;4A, C curve SP MCB - 3 Nos, RYB indication lamp OUTGOINGS 6A to32 A, ‘C’ Curve TPN MCB - 6 Nos with 32 amps. rating, 4 pole RCCB, 30mA - 6Nos |
| 344 | OD322981/2025-2026 Supply, installation, testing &commissioning of totally enclosed free-standing floor mounting dust & vermin proof indoor cubicle type IP42 panel board suitable for 415V,3 phase, 50Hz supply with provision for fixing incoming & outgoing switches fabricated using 2 mm MS sheet powder coated with necessary cable alley & bus bar chamber for all switches. The panel shall be with Incomer 160 A, 4 pole, current limiting type MCCB with overload setting with ammeter , Voltmeter and Multifunction meter with acc class 1 as per required range with indication lamp LED type with all accessories. The panel shall be provided 1 set 200/5A, 10VA, class 1, CTs for Measuring and with TPN busbar chamber with Aluminium busbars and all inter connections required.Outgoings 4 pole MCCB,100A,25KA-2 no, 4 pole MCCB 63A,25kA -4 nos, 4 pole MCCB 40A,25kA -1 no, with rotary handle all accessories as per the standard. Panel fabricated as per SLD |
| 345 | OD323061/2025-2026 SKF KSEB MB-Design, Supply, installation, testing and commissioning of outdoor duty weatherproof, double door type KSEB metering panel, suitable for accommodating KSEB energy meter ( supply of energy meter is under KSEB scope) and consisting of 3 nos. of 160A HRC Fuse base with HRC fuses with neutral link, 160A 25kA MCCB , 1 nos, 160/5A CTs Class 0.5 CT (or as per KSEB),3 nos, 4A SP MCB, inter connections, providing necessary supports made from the same gauge CRCA sheet to fix energy meters, etc . and to be fabricated out of 16 SWG MS sheet with locable door having glass window, sealing facility for KSEB, top cover and necessary overhang, powder coated finish and all mounting accessories as required. The panel shall be with all accessories as per specification. |
| 346 | Fire Fighting works |
| 347 | OD134034/2025-2026 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure,horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. (d) Suitable cement concrete foundation duly plastered and with anti-vibration pads. 900 lpmat 35 m Head |
| 348 | OD134597/2025-2026 Supply, Installation, Testing and Commissioning of 100 mm nominal dia MS(Heavy C' Class) pipe IS:1239 marked including Welding, all fittings and accessories such as elbows, flanges, tees, reducers etc. conforming to IS standards complete including painting, welding, jointing and neoprene gaskets,nuts, bolts etc. as required. (for fire hydrant and sprinkler system). The pipe shall be painted with one coat of primer & two coats of post office red enamel paint.The pipe shall fixed on ceiling, walls, columns, truss etc for all heights with suitable hangers/ supports and fasteners etc including cutting the walls/means etc and making good the same complete as required as per the technical specification |
| 349 | OD134679/2025-2026 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve ofexternal and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. |
| 350 | OD134681/2025-2026 Supply, installation, testing and commissioning of dual plate non-return valve of 100 mm diameter, PN16 conforming to API 594 with Cast iron/Cast steel body, SS disc complete with all accessories including flanges, rubber gasket, GI bolts, GI nuts, washers etc. complete as required. |
| 351 | OD134685/2025-2026 Supply, installation, testing and commissioning of butterfly valve of 100 mm diameter, PN 16, with Cast iron/Carbon steel body complete with all accessories including flanges, rubber gasket, bolts, nuts, washers etc. complete as required as per the technical specification and conforming to IS 13095 |
| 352 | OD134688/2025-2026 Supply, installation, testing and commissioning of First-aid Hose Reel with MS construction spray painted in Post office Red, conforming to IS 884 with up to date amendments, complete with the following as required as per technical specification.(a) 30 m. long 20 mm (nominal internal dia waterhose Thermoplastic (Textile reinforced) Type-2 as per IS: 12585(b) 20 mm (nominal internal ) dia gun metal globe valve & nozzle. (c) Drum and brackets for fixing the equipments on wall.(d) Connectionsfrom riser with 25 mm dia stop valve (gun metal) & M.S. Pipe |
| 353 | OD134715/2025-2026 Supply, installation, testing and commissioning of 63 mm dia, 15 mtr. Long RRL hose pipe with 63 mm dia Male and Female Gun metal couplings duly binded with GI wire, rivets etc. conforming to IS 636 (type-1) as required as per technical specification. |
| 354 | OD134733/2025-2026 Supply, installation, testing and commissioning of Hose Cabinet- boxes wall/pedestal type made out of 14 SWG MS sheet steel with front side glass, locking arrangement and painted with approved colour completed as required as per technical specification. |
| 355 | OD134962/2025-2026 Supply, Installation, Testing & Commissioning of 16/32 bitintelligent Addressable Fire Alarm Control Panel with 1 loops (each loop capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km) including battery backup. The panel shall be microprocessor based with its own micro controller, memory, communication module and fire device loop interface cards for indicating devices and should also be networkable in peer-to-peer basis with other Addressable Fire Alarm Panels. The Panel shall be able to give pin point location of all Fire/Fault conditions of addressable units via the address codes for each unit. The Panelshall also be able to automatically switch off all Control Switches when ever any Alarm is triggered. The panel shall have Keypad operation, L C D unit to indicate Fire / Fault Signal of individual unit,etc complete in all respects as per the technical specification and shall be UL listed and FM approved. The Panel shall also have Logic hardware and software built into it for time delay operation of hooter and others as follows : (a)programming software for the system (b) automatic system test activates (c) detector sensitivity adjustments (d) alarm verification (e) Alpha/numerical display (f) provision to connect to PCs and external printers |
| 356 | OD134791/2025-2026 Supply and installation of Carbon-dioxide extinguisher of ISI marked 4.5 Kg capacity made of high pressure seamless steel cylinder (CCE marked ) complete with wheel type valve with one meter long braided high pressure discharge hose complete in all respects including initial fill with CO2 gas, conforming to IS:15683:2018 complete as required as per the technical specification. |
| 357 | OD134792/2025-2026 Supply and installation of ABC Stored pressure type Fire Extinguisher 6 Kgs Capacity Mono Ammonium Phosphate based Dry Chemical Powder as per IS 14609 with ISI Mark for Fighting ABC Class of Fire, stored Pressure type of Mild steel body pressurized by Nitrogen Gas. The Extinguisher shall have pressure gauge for indicating inside pressure with opening and closing lever of squeeze grip type with tamper proof seal, complete with wall bracket. The Extinguisher should be manufactured strictly as per IS: 15683:2018 with ISI mark. |
| 358 | OD134901/2025-2026 Supply, installation, testing, and commissioning of Manual Call Point with break glass, hammer, and chain, complete as per Tech. Spec. Make:Win Fire /Ravel or equivalent |
| 359 | OD134916/2025-2026 Supply, installation, testing and commissioning of Addressable type Multi Detector complete with all accessories like base. base box, etc. to be installed under/above false ceiling, roof and concealed space, etc. interconnecting to loop cable complete as required. Shall be UL listed/ FM Approved. complete as required. |
| 360 | OD134917/2025-2026 Supply, installation, testing and commissioning of UL listed flow switch which shall be of Paddle type with SPDT contacts, with fixing accessories suitable for nominal pipe dia meters ranging from 1\\" to 6\\". The material of the construction of the paddle shall be of stainless steel or copper alloy. The body of the flow switch shall be water proof . There shall be inbuilt settings to adjust the flow rate and alarm retard time. The flow switch should have minimum withstand pressure of 15Kg/cm2 and operating pressure ranging from 3.5kg/cm2 to 10Kg/cm2complete as required as required. |
| 361 | OD134920/2025-2026 Supply and laying of 2x1.5 sq.mm armored Copper FRLS cable ISI marked with proper clamping, supports and terminations appropriately above /below ground, on wall surface or recess as required as per the technical specifications. |
| 362 | OD134978/2025-2026 Supply, installation, testing and commissioning of 2A 24V Power supply unit for hooters complete in all respect and as required as per technical specification. |
| 363 | 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 |
| 364 | OD135005/2025-2026 Supply and installation of photoluminescent glow signage such as Emergency Exit/Fire Exit signage etc. of standard size (500*200 MM) as per conventional design/ colour code on 3 mm thick aluminium composite panel, conforming to IS 9457. The signage will be either fixed on the wall with thehelp of screws & double tape or hanged from the false ceiling with the help of chain & screws etc. complete as required as per the technical specification. |
| 365 | OD135007/2025-2026 Supply and installation of photoluminescent glow signage containing standard instructions to the occupants in case of Fire emergency (FIRE ORDER), of standard size (600*800 MM minimum) as per conventional design/ colour code on 3 mm thick aluminium composite panel and conforming to IS 9457, IS12349, IS12407. The signage will be either fixed on the wall with the help of screws & double tape or hanged from the false ceiling with the help of chain & screws etc.complete as required as per the technical specification |
| 366 | OD135008/2025-2026 Supply and installation of photoluminescent glow signage of FIRE ASSEMBLY POINT of standard size (500*200 MM) as per conventional design/ colour code on 3 mm thick aluminium composite panel, conforming to IS 9457. The signage will be either fixed on the wall with the help of screws & double tape or hanged from the false ceiling with the help of chain & screws etc. complete as required as per the technical specification |
| 367 | OD135010/2025-2026 Supply and installation of photoluminescent glow signage such as Fire Duct/Fire Lift/Staircase/Fire Station/Hosereel signboard etc. of standard size (500*200 MM) as per conventional design/ colour code on 3 mm thick aluminium composite,panel conforming to IS 9457. The signage will be either fixed on the wall with the help of screws & double tape or hanged from the false ceiling with the help of chain & screws etc. complete as required as per the technical specification. |
| 368 | Flood Light and Sprinkler SystemSprinkler System |
| 369 | OD134025/2025-2026 Supply, Fixing & Commissioning of 3\\"Disc Filter made of HDPE having an suitable inlet connections,spinning particulate in suspension away from the filteringelement , 3/4\\" out let for flushing at bottom of filter & maximum working presure of 12Bars. Work has to be executed as per the approved drawings and as per the d i r e c t i o n o f E n g i n e e r i n c h a r g e . R a t e i n c l u s i v e o f a l l m a t e r i a l s , f i t t i n g s , l a b o u r , t r a n s p o r t a t i o n c o m p l e t e |
| 370 | OD134029/2025-2026 SKOD_ SP_2023 : POP UP SPRINKLERS Supply, installation testing and commissioning of Popup sprinkler full and semi/part circle filtration of radius throw minimum 15 m up to 23 m & flow of 0.09-0.61lps. at an operative pressure of 2.5-4.5kg/cm.sq., <br>The Sprinkler is Gear driven rotary type with slip clutch mechanism and heavy duty retract spring. memory arc, nonstrippable and brass reinforced nozzle turret, left right both side arc adjustment, Memory arctechnology, part and full circle in same sprinkler. <br>The sprinkler shall have Multi-function, pressure-activated wiper seal for low pressure opreration.<br>The sprinkler shall have Internal Seal-A-Matic device which prevents low head drainage (up to 3.1 m) & hence puddling & erosion. The body of sprinkler is of non-corrodible, heavy duty, ABS plastic. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. |
| 371 | OD134033/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of Sod Cup Kit allows users to grow turf on the cap of the rotors. This allows for an early invisible installation for applications such as sports fields. The rugged construction of the Cup Kit provides maximum durability while maintaining maximum player safety. Integral pullup slot. Easy arc adjustment after installation through inner cup. Drain holes top romote healthy turf growth. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete. |
| 372 | OD134036/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of 1" Pop up Connecting Swing joint Assembly. The tubing shall be made of UPVC, a working pressure of 5.5kg/cm2 at 43 degree celcius and a surge pressure of 16.6kg/cm2. 1T2 h1e1:f4i9t:t4in2.g0s87shall be made of UV re1sistant thermoplastic. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete. |
| 373 | OD134088/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of HDPE services saddle of varying size with pressure rating of PN10. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete |
| 374 | OD134089/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of PVC Ball Valve, security pivot to maintain lever in space, double water tight joint, direct injection stem, non mechanical, with a base which permits maximum penetration into the valve of size 63mm with pressure rating PN10. <br> Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete. |
| 375 | OD134091/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of Double acting 1/2" Air release valve, made of HDPE material. The Air release valve shall be capable of both releasing and admitting air from and into the line. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete |
| 376 | OD134094/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of 12" Rectangular Valve Box made of HDPE ,or higher grade material with green lid and corrugated structure with unique shovel access slot and bolt hole knock out. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete. |
| 377 | OD134098/2025-2026 SKOD_ SP_2023 : Supply, fixing & Commissioning of 6" Round box of HDPE or higher grade material with green lid and corrugated structure with unique shovel access slot and bolt hole knock out.Work has to be executed as per the approved drawings and as per the direction of Engineer in charge.Rate inclusiveof all materials,fittings,labour,transportation complete |
| 378 | OD134100/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of 1.5'' quick coupling valve made up of solid brass with locking cover corrosion resistant and SS spring. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete. |
| 379 | OD134101/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of Brass key threads into top of quick coupling valve to provide water access. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete. |
| 380 | OD134105/2025-2026 SKOD_ SP_2023 : PUMPING UNIT Supply, Fixing & Commissioning of Monoblock or open well submercible pumpset of having discharge and head of design flow . Duty of Pump : min 4 lps / Each Pump<br>Pressure Head Range = min 50 - 55 RM. No of pumps: 1 working + 0 standby. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge.Rate inclusive of all materials,fittings,labour,transportation complete. |
| 381 | OD134108/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of Control panel suitable for pump set having panel box made of CRCA sheet of 2mm thickness and fixed along with DOL starter, start/ stop push buttons, Ammeter, Single phase preventor, Voltmeter, Indicating lamps, MCB, Dry level guard sensor with control cable,etc. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete. |
| 382 | OD134109/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of Suction, Delivery & Header Pipes of size suitable for the pump flow (ASTM sch40/80 orPVC10Kg/cm2). Work has to be executed as per the approved drawings and as per the direction of Engineer in charge.Rate inclusive of all materials, fittings, labour, transportation complete |
| 383 | OD134111/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of CI control Valve, Butterfly Valve in mainline for by pass and flow diversion of approved quality with pressure rating of PN10. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge.Rate inclusive of all materials,fittings,labour,transportation complete. |
| 384 | OD134116/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of 2" gunmetal Non Return Valve PN10 with all accessories to prevent back flow. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete. |
| 385 | OD134117/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of PVC Pressure release valve 2" with all accessories . Work has to be executed as per the approved drawings and as per the direction of Engineer in charge.Rate inclusive of all materials, fittings, labour, transportation complete |
| 386 | OD134118/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of CI Paddle Wheel Water Meter Metal Flanged of pressure rating 10 Bar with all accessories . Work has to be executed as per the approved drawings and/or as per the direction of Engineer in charge.Rate inclusive of all materials, fittings, labour, transportation complete. |
| 387 | OD134119/2025-2026 SKOD_ SP_2023 : Automation Equipment <br> Supply, Fixing & Commissioning of Automation Equipment: 14 Awg cable with high molecular weight polyethelene and applications upto 600volts , temperature upto - 55 to+ 60 deg centigrade ,soft drawn bare copper meeting ASTM B3, tensile strength 1400PSI for two way communication between solenoid valve and decoders complete .Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings, labour, transportation complete |
| 388 | OD134120/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of ASTM Station Modular Controller UV resistant,wall mount case,with LCD display ,non volatile memory,10KV surge protection with removable front panel and programmable under battery in office, total run time calculator ,short detect errors, one touch watering, with contract default programes, slow closing valve removable battery with sensor terminals. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings,labour, transportation complete. |
| 389 | OD134125/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of 3" Solenoid globe Valves as central shut off valve with fabric reinforced diaphram and rugged PVC construction ,compatible and slow closing to prevent water hammer,pressure rating upto 0.7 to 10 bar and maximum flow of 10 to100 m3/h ,at water temp. upto 60°C with 24 VAC - 50 Hz,coil resistance 30ohm with provision to attach Pressure Regulating Module (Dial). Work has to be executed as per the approved drawings and as per the direction of Engineer in charge.Rate inclusive of all materials,fittings,labour,transportation complete. |
| 390 | OD134127/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of 2" Solenoid globe Valves with fabric reinforced diaphram and rugged PVC construction ,compatible and slow closing to prevent water hammer, pressure rating upto 10.4bar and maximum flow of 150GPM ,max water temp. upto 42degree centigrade, with 24AC solenoid,current rating 0.41A @60Hz,coil resistance 30 ohm with provision to attach Pressure Regulating Module (Dial). Work has to be executed as per the approved drawings and as per the direction of Engineer in charge.Rate inclusive of all materials, fittings, labour, transportation complete |
| 391 | OD134128/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of Pressure Regulating Module (Dial) to Maintain constant outlet pressure between 1.04 to 6.9 bar. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge.Rate inclusive of all materials,fittings,labour,transportation complete |
| 392 | OD134129/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of Direct bury-on wire connect or with strain relief, UL 486 D certified, with water proof silicon sealant, fits wire from 22ga to 6ga as per specifications complete. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. Rate inclusive of all materials, fittings ,labour, transportation complete |
| 393 | OD134130/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of Moisture sensing device, to measure soil temp, EC, Moisture level complete to convert as smart controller, with corrosion resistant sensor and setting threshold moisture level. Work has to be executed as per the approved drawings and as per the direction of Engineer in charge.Rate inclusive of all materials,fittings,labour,transportation complete. |
| 394 | OD134133/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of ASTM automatic rain shut off device, latching hinge with multiple rain fall settings 5mm to 20mm ULCUL listed Work has to be executed as per the approved drawings and as per the direction of Engineer in charge. |
| 395 | OD134134/2025-2026 SKOD_ SP_2023 : Supply, Fixing & Commissioning of Pump relay 24AC PLA relay, stabiliser 300watts Work has to be executed as per the approved drawings and as per the direction of Engineer in charge.Rate inclusive of all materials,fittings,labour,transportation complete. |
| 396 | OD134135/2025-2026 4_2025 :SKOD_ SP_2023 : Design supply,laying & jointing in position of HDPE pipe <br>90mm 6Kg |
| 397 | OD134136/2025-2026 SKOD_ SP_2023 : Design supply,laying & jointing in position of HDPE pipe 63mm 6Kg |
| 398 | OD134137/2025-2026 SKOD_ SP_2023 : Design, supply,laying & jointing in position of HDPE pipe 40mm 6Kg for automation wiring duct |
| 399 | Flood Light and Sprinkler SystemSprinkler System -Flood light and connected works |
| 400 | OD136590/2025-2026 Supply of Led flood light of 500w+_5w with Graphite grey powder coated; matt finished pressure die cast aluminum housing designed to act as heat sink for efficient dissipation of heat. LEDs are provided with secondary lens optics to get optimum optical performance. The drivers used are specially designed to have built-in surge voltage, open/short circuit protections. Internal surge of 4Kv and External surge protection of 10 KV provided for additional safety. Luminaire should have CCT of 5700, CRI >70, IP 66 protection, IK 08, PF>.95, THD |
| 401 | OD136593/2025-2026 SKFODHIGHMASTSupply and installation of 20mtr fixed type Stadium mast suitable for mounting 15nos luminaires, made of Hot- dip Galvanisation process as per IS 4759:1996 with monkey climbingarrangement. The pole shaft shall be made of 5mm thickness for bottom and 4mm thickness for top section, base dia not less than 540mm and the base plate shall be of min 30mm thickness. Including foundation works,Foundation bolts shall be min 12nos M30 700mm length and all accessories similar to Philips 20mtr Stadium Mast or Techno- Commercially equivalent approved by engineer in-charge. |
| 402 | 90.11.1.14 Supply and installation of sheet 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 required4 way (8+12) - double cover TPN vertical DB with provision for fixing 4P MCB / Isolator/ RCCB/ RCBO as incomer and SP/ TP MCB as outgoing (IP 42/43) |
| 403 | 2.10.1 Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"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 |
| 404 | 2.10.4 Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"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 |
| 405 | 2.11 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 406 | 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 |
| 407 | 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 milli Amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps |
| 408 | 90.12.10.6 Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation110/94 mm or nearest size |
| 409 | 90.12.9.6 Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench110/94 mm or nearest size |
| 410 | 90.12.5.42 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 25 sq mm |
| 411 | 90.12.5.43 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 35 sq mm |
| 412 | 90.12.5.44 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 50 sq mm |
| 413 | 90.12.5.41 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 16 sq mm |
| 414 | 90.12.7.41 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.4 core 16 sq mm with factory made clamp |
| 415 | 90.12.10.2 Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation50/38 mm or nearest size |
| 416 | 90.6.5.13 Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC 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.3 core 4.00 sq mm |
| 417 | 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 |
| 418 | 48823 Supplying and making end termination with brass compression gland and aluminium lugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KVgrade as required.4 X 16 sq. mm (28mm) |
| 419 | 49188 Supplying and making end termination with brass compression gland and aluminium lugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KVgrade as required.4 X 25 sq. mm (28mm) |
| 420 | 49553 Supplying and making end termination with brass compression gland and aluminium lugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KVgrade as required.4 X 35 sq. mm (32mm) |
| 421 | 49919 Supplying and making end termination with brass compression gland and aluminium lugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KVgrade as required.4 X 50 sq. mm (35mm) |
| 422 | 90.16.1.3 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG) |
| 423 | 90.16.1.4 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.00 mm copper conductor ( 8 SWG) |
| 424 | OD324526/2025-2026 SKF_OD - Earthing with G.I. earth pipe 2.5 metre long, 40 mm dia including accessories, with providing masonry enclosure with cover plate / FRP Earth Pit Chamber. ( but without charcoal/ coke and salt ) etc as required. |
| 425 | 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 426 | 5.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 427 | 1.10.2 Wiring 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. FRLSPVC insulated copper conductor single core cable etc as required.Group B |
| 428 | 1.14.1 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 required2x1.5 sq.mm + 1x1.5 sq.mm earth wire |
| 429 | 1.14.2 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 required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 430 | 1.17.1 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.1 x1.5 sq. mm |
| 431 | 40560 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.2 x 2.5 sq. mm |
| 432 | 1.24.3 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch |
| 433 | 1.24.5 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet |
| 434 | 1.27.2 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm) |
| 435 | 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) |
| 436 | 2.10.3 Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"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 |
| 437 | 2.14.1 Supplying and fixing following rating, double pole, (single phase and neutral),240 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps |
| 438 | 2.3.2 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)8 way, Double door |
| 439 | 90.12.7.2 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.2 core 6 sq mm with factory made clamp |
| 440 | 5.9 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) |
| 441 | 7.1 Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required. |
| 442 | OD136682/2025-2026 SKFDSROD: Supply and installation of pre-wired 20W LED batten fitting complete with all accessories and tube etc directly on ceiling/wall, including connection with PVC insulated,copper conductor single core cable and earthing etc as required. (Make: Phillips, Crompton greaves, Bajaj, or Approved by engineering in charge) |
| 443 | Substation -Earthwork and PCC |
| 444 | 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 |
| 445 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 446 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 447 | Substation --Concrete Works |
| 448 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 449 | 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 450 | 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). |
| 451 | OD358154/2025-2026 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. Note:- Cement content considered in this item is @ 330 kg/ cum. All work up to plinth level. (Based on DAR 5.33.2.1) |
| 452 | OD358155/2025-2026 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. Note:- Cement content considered in this item is @ 330 kg/ cum. All work above plinth level up to floor V level. ( Based on DAR 5.33.1.1) |
| 453 | Substation -Shuttering Works |
| 454 | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 455 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 456 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 457 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 458 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 459 | 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 460 | 5.9.19 Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges |
| 461 | Substation -Steel works |
| 462 | 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 |
| 463 | 5.22A.6Steel 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 |
| 464 | Substation -Masonry Works |
| 465 | 50.6.1.7 Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 466 | 50.6.1.8 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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 |
| 467 | Substation -Joinery Works |
| 468 | 21.1.1.2 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 469 | 21.1.2.2 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)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 470 | 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 (weight not less than 10kg/sqm) |
| 471 | 9.48.2 Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc |
| 472 | 10.6.1 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 manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 473 | 10.7 Providing and fixing ball bearing for rolling shutters. |
| 474 | Substation -Flooring and Finishing Works |
| 475 | 11.26.1 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick |
| 476 | 11.27 Kota stone slab 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 477 | 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 478 | 13.16.1 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 479 | 13.7.2 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 480 | 13.43.1Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 481 | 13.48.1 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 |
| 482 | 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 |
| 483 | 13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 484 | U G Sump (2L capacity) -EARTHWORK EXCAVATION AND PCC |
| 485 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 486 | 2.26.1Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 487 | 2.25Filling 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. |
| 488 | 4.1.8Providing 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 489 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 490 | U G Sump (2L capacity) -RCC WORKS |
| 491 | OD227054/2025-2026Providing and laying in position M30 grade 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.All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum Base on DAR 5.33.1.2 |
| 492 | OD358525/2025-2026Providing and laying in position ready mixed or site batched design mix M-25 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. Concrete of M25 grade with minimum cement content of 330 kg/cumAll work above plinth level up to floor V level (Based on DAR 5.33.2.1) |
| 493 | 5.22.6Steel 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 |
| 494 | 5.22A.6Steel 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 |
| 495 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 496 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 497 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 498 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 499 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 500 | 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 501 | 19.16Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel 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 tread 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 manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design |
| 502 | MASONRY WORKS |
| 503 | 50.6.1.2Solid 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. |
| 504 | 50.6.3.2Solid 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 |
| 505 | U G Sump (2L capacity) -FINISHING WORK |
| 506 | 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 507 | 22.23.1Providing 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 crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm |
| 508 | 22.23.2Providing 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 crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm. |
| 509 | 13.16.16 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 510 | 13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 511 | 13.43.1Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 512 | 13.48.1 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 |
| 513 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 514 | 22.26 Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. 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. |
| 515 | 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 |
| 516 | 50.18.9.22.4 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend |
| 517 | STEEL WORKS |
| 518 | 100.41.33 Supplying and fixing 500mm dia C.I. manhole cover with frame (medium duty) charges including all cost, labour charges etc., complete. |
| 519 | 10.6.1Supplying 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 manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 520 | 13.50.3Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works |
| 521 | 13.53.1Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to given an even shade:New work (two or more coats) including coat of approved steel primer but excluding a coat of mordant solution. |
| 522 | 10.7Providing and fixing ball bearing for rolling shutters. |
| 523 | 10.9Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer -in-Charges, (area of grill to be measured). |
| 524 | 10.25.1Item Shifted to Sub head 14 as item 14.73 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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 525 | U G Sump (2L capacity) -JOINERY WORKS |
| 526 | 21.1.1.2Providing 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 527 | 21.1.2.2For 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)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 528 | 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 (weight not less than 10kg/sqm) |
| 529 | 9.48.2Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc |
| 530 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 531 | Septic tank -50users(20nos) - Site DevelopmentEarth work |
| 532 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 533 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. All kinds of soil |
| 534 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and lift up to 1.5 m. |
| 535 | Septic tank -50users(20nos) - Concrete work |
| 536 | 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 (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 537 | Septic tank -50users(20nos) - RCC work |
| 538 | OD297524/2025-2026 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. All work up to plinth level |
| 539 | 5.12 Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (Zone - III): 3 graded stone aggregate 20 mm nominal size) |
| 540 | 5.22.6 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 |
| 541 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete |
| 542 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform |
| 543 | 5.9.16.1 Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 544 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 545 | Septic tank -50users(20nos) - Steel work |
| 546 | OD297526/2025-2026 Supplying and fixing C.I with frame for manholes: 600 x 600 mm square C.I cover (medium duty) the weight of the cover to be no less than 23 kg |
| 547 | Septic tank -50users(20nos) - Finishing works |
| 548 | 13.8.1 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:3 (1 Cement: 3 fine sand) |
| 549 | 22.23A Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @ 14.35 kg/10 sqm. one coat of self priming of cementatious waterproofing polymer (dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge. |
| 550 | Septic tank -50users(20nos) - Miscellaneous works |
| 551 | 22.4.1 Providing and Placing in position suitable PVC water stops conforming to IS: 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete: Serrated with central bulb (225 mm wide, 8-11 mm thick) |
| 552 | OD297525/2025-2026 Providing and constructing soak pit 1.5 m x 1.5 m x 2 m size with honey comb brick work on the sides upto a height of 1.2 m and brick masonry in CM 1:6 for the balance height,providing and filling brick bats graded, upto a height of 1.7 m,providing and laying precast slab over the pit supporting on the brick work, including cost and conveyance of all materials, labour charges, lead, lift, etc. complete as directed by the Engineer-in-charge. |
| 553 | Security Cabin |
| 554 | 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 |
| 555 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 556 | 60.7.1 DRY RUBBLE 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 |
| 557 | 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) |
| 558 | 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 derived from natural sources) |
| 559 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 560 | 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 |
| 561 | 2.25Filling 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. |
| 562 | 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. |
| 563 | 50.6.1.8 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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 |
| 564 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 565 | 5.9.21 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. |
| 566 | 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 |
| 567 | 5.9.19 Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges |
| 568 | 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 |
| 569 | 13.1.1 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 570 | 13.16.16 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 571 | 13.7.2 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 572 | 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. |
| 573 | 11.38 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. |
| 574 | 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, 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), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm |
| 575 | 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-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. |
| 576 | 13.48.1 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 |
| 577 | 21.1.1.2 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 578 | 21.1.2.2 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)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 579 | 21.16.1 Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-Charge.Anodized (AC 15 ) aluminium |
| 580 | 21.15.1 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary necessary screws etc. complete.Anodized (AC 15 ) aluminium |
| 581 | 9.48.1Providing 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 |
| 582 | 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 |
| 583 | 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 (weight not less than 10kg/sqm) |
| 584 | 9.83 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 585 | 9.117.1 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm |
| 586 | 9.118.1 Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter). |
| 587 | 17.2.1 Providing and fixing white vitreous china pedestal type water closet (European typeW.C. pan) with seat and lid, 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:W.C. pan with ISI marked white solid plastic seat and lid |
| 588 | 17.7.4 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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 589 | 50.17.1.3 Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in- charge. |
| 590 | 50.17.1.4 Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. |
| 591 | 17.31 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 withC.P. brass screws and washers complete. |
| 592 | 18.51.1Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore |
| 593 | 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore |
| 594 | 50.18.8.2.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work,including cutting chased and making good the wall etc. 20 mm pipe 12 Kgf/cm2 |
| 595 | 50.18.9.13.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 12 Kgf/ cm2- External work- exposed on wall |
| 596 | 50.18.9.22.8 Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl |
| 597 | 50.18.9.9.1 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 |
| 598 | OD227394/2025-2026Providing and fixing floor trap of PVC, 110 mm outer dia (multi trap) including CP cockroach free floor grating with cup etc including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer-in-charge at all levels |
| 599 | 51.19.ST1 Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately) 1. Below 15 flush capacity |
| 600 | OD227393/2025-2026Supplying and installing Concrete ring of 1.20 m diameter with 7.5 cm thickness and 30 cm height including sinking the rings in all classes of soil including all cost of conveyance, labour charges tools and plants and all other incidental charges etc complete. |
| 601 | OD227395/2025-2026Providing and laying in position 125 cm dia precast RCC cover slab of thickness 7.5cm to lines and levels including cost and conveyance of materials, labour charges and hire for tools and plants etc. complete as per the direction of Engineer-in-charge. |
| 602 | 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 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. |
| 603 | Security Room - Electrification works |
| 604 | 1.10.1 Wiring 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 A |
| 605 | 1.10.2 Wiring 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 B |
| 606 | 1.14.1 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 required2x1.5 sq.mm + 1x1.5 sq.mm earth wire |
| 607 | 1.14.2 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 required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 608 | 1.17.1 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.1 x1.5 sq. mm |
| 609 | 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 x2.5 sq. mm |
| 610 | 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 X1.5 sq.mm |
| 611 | 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 |
| 612 | 1.24.3 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch |
| 613 | 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 |
| 614 | 1.24.5 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet |
| 615 | 1.25 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. |
| 616 | 1.27.2 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm) |
| 617 | 1.50.1 Installation of exhaust fan in the existing opening, including making good the damage connection testing, commissioning etc. as required.Upto 450 mm sweep |
| 618 | 19.1 Supply, installation, testing and commissioning of 1200 mm sweep BEE-5 star rated ceiling fan with brushless direct current motor (BLDC) , class of insulation B , 3 no:s blades , 30 cm long down rod , 2no:s canopies, shackle kit, safety rope , copper winding, power factor not less than .9, service value (CM/M/W) minimum 6.00, Air delivery minimum 210 cum/min,350 RPM (tolerance as per IS :374-2019, THD less than 10% remote or electronic regulator unit for speed control and all remaining accesories including safety pin, nut and bolts , washers, temperature rise equal to 75 deg celsius ( maximum) , insulation resistance more than 2 Megaohm , suitable for 230V,50 Hz, single phase AC supply , earthing etc., complete as required: |
| 619 | OD228238/2025-2026 Supply and installation of pre-wired 20W LED batten fitting complete with all accessories and tube etc directly on ceiling/wall, including connection with PVC insulated,copper conductor single core cable and earthing etc as required. (Make: Phillips, Crompton greaves, Bajaj, Lucker or Approved by engineering in charge) |
| 620 | OD228236/2025-2026 Supply of 250 mm sweep,900 rpm light duty exhaust fan in plastic body with self opening louvers working on 230 V AC supply complete with all accessories as required. (Make: Crompton, Havells, Orient, Lucker,Baja or Approved by engineer in charge) |
| 621 | OD228237/2025-2026 Supply and fixing of 9W LED Bulb in the existing holder as required. (Make: Phillips, Crompton, Lucker or Approved by engineer in charge) |
| 622 | 1.58 Supplying and fixing PVC batten/ angle holder including connection etc. as required. |
| 623 | 2.10.1 Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"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 |
| 624 | 90.11.1.10 Supply and installation of sheet 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 required4 way (8+12) - three phase double cover (IP 42/43) |
| 625 | 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 |
| 626 | 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 milli Amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps |
| 627 | Supply of Track Equipment |
| 628 | OD404009/2025-2026 Supplying and installation of World Athletics approved Aluminium Kerbing as per direction of the Engineer-in-charge. |
| 629 | OD404002/2025-2026 Supplying and installation of World Athletics approved Discuss-cum-Hammer Throwing Cage as per direction of the Engineer-in-charge. |
| 630 | OD404004/2025-2026 Supplying and installation of World Athletics approved Discuss Throwing Ring as per direction of the Engineer-in-charge. |
| 631 | OD404001/2025-2026 Supplying and installation of World Athletics approved Hammer Throwing Ring as per direction of the Engineer-in-charge. |
| 632 | OD404010/2025-2026 Supplying and installation of World Athletics approved Shot Put Ring as per direction of the Engineer-in-charge. |
| 633 | OD404007/2025-2026 Supplying and installation of World Athletics approved Pole vault box with cover, Uprights(one pair), cross bar and landing area as per direction of the Engineer-in- charge. |
| 634 | OD404006/2025-2026 Supplying and installation of World Athletics approved Take off Board for Long Jump/Triple Jump as per direction of the Engineer-in-charge. |
| 635 | OD404008/2025-2026 Supplying and installation of World Athletics approved Steeple Chase with Hurdle as per direction of the Engineer-in-charge. |
| 636 | OD404003/2025-2026 Supplying and installation of World Athletics approved Dummy board with Synthetic top as per direction of the Engineer-in-charge. |
| 637 | OD404005/2025-2026 Supplying and installation of World Athletics approved Take off tray as per direction of the Engineer-in-charge. |
| 638 | OD404038/2025-2026 Supplying and installation of World Athletics approved High Jump Pit with uprights(1 pair) and Cross bar as per direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
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