Tender For Renovation Work Of The Urban Haat Built Within The Cultural Complex (Sanskritik Sankul) Premises Located At Choukaghat, Varanasi City.
Tender Value
2.08 Crore
Estimated cost
Bid Submission
23 Sep 2026
7 days left
EMD
4.17 Lakhs
Bank guarantee accepted
Document Fee
10900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Varanasi → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Work Of The Urban Haat Built Within The Cultural Complex (Sanskritik Sankul) Premises Located At Choukaghat, Varanasi City.
BOQ
| Sl. No. | Item Description |
| 1 | DESCRIPTION |
| 2 | 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 for all lift , as directed by Engineer-in-charge. All Kinds of soil. (DSR 2023, SI No. 2.6.1) |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. (DSR 2023, SI No. 2.26.1) |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. (DSR 2023, SI No. 2.25) |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR 2023, SI No. 2.27) |
| 6 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (DSR 2023, SI No. 2.28.1) |
| 7 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% (DSR 2023, SI No. 2.34.1) |
| 8 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: With Chlorpyriphos/ Lindane E. C. 20% with 1% concentration. (DSR 2023, SI No. 2.35.2.1) |
| 9 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion@ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor With Chlorpyriphos/ Lindane E. C. 20% with 1%concentration. (DSR 2023, SI No. 2.35.3.1) |
| 10 | CONCRETE WORK : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:3:6 (1 cement :3 coarse sand (zone-III) derived from natural sources :6 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 2023, SI No. 4.1.6) |
| 11 | 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) (DSR 2023, SI No. 4.1.8) |
| 12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR 2023, SI No. 4.12) per bag of |
| 13 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (DSR 2023, SI No. 4.17) |
| 14 | R.C.C WORK : Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns etc. for mass concrete. (DSR 2023, SI No. 5.9.1) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform. (DSR 2023, SI No. 5.9.3) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR 2023, SI No. 5.9.5) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR 2023, SI No. 5.9.6) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Edges of slabs and breaks in floors and walls under 20 cm wide (DSR 2023, SI No. 5.9.16.1) |
| 19 | 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. (DSR 2023, SI No. 5.22.6) |
| 20 | 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. (DSR 2023, SI No. 5.22A.6) |
| 21 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR 2023, SI No. 5.30) |
| 22 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All work upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum. (DSR 2023, SI No. 5.33.1.1) |
| 23 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All work from plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum. (DSR 2023, SI No. 5.33.2.1) |
| 24 | BRICK WORK : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :4 (1 cement : 4 coarse sand) (DSR 2023, SI No. 6.1.1) |
| 25 | Providing and laying autoclaved aerated cement blocks masonry with 150mm to 300 mm thick Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). (DSR 2023, SI No. 6.47) |
| 26 | STEEL WORK : 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. (DSR 2023, SI No. 10.6.1) |
| 27 | Providing and fixing ball bearing for rolling shutters. (DSR 2023, SI No. 10.7) |
| 28 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area (DSR 2023, SI No. 10.8.1) |
| 29 | FLOORING WORK : Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent (DSR 2023, 11.56.1) |
| 30 | ROOFING WORK : Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase. (DSR 2023, SI No. 12.21.1) |
| 31 | FINISHING WORK : 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) (DSR 2023, SI No. 13.1.2) |
| 32 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 Cement : 4 fine sand) (DSR 2023, SI No. 13.2.1) |
| 33 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR 2023, SI No. 13.80) |
| 34 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two Coats. (DSR 2023, SI No. 13.82.2) |
| 35 | STONE GRID TEXTURED PAINT: Providing and laying weather and Ultravoilet Resistant, Water Repellent, Dust, Dirt and Stain Resistant, Fungus and Algae Resistant natural none pigmented crushed granite Chips (100% natural crushed Granite chips/powder) of approved make with final coat of texture with stone chips (attainable thickness: 0.70 to 0.90mm to offer grooved finish) applied with Spray over a coat of texture without chips (attainable thickness: 0.50 to 0.70mm to offer smooth surface as base coat) over a repair check with exterior grade cement mixed with acrylic primer over a coat of acrylic primer mixed with wall sealer in the ratio of 1:1 complete as approved by Engineer-in-charge. Finally one coat of water base acrylic protection coat applied with roller and brush to make surface streak resistance.Thickness 1.5- 1.8mm (MR) |
| 36 | WATER PROOFING : Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR 2023, SI No. 22.7.1) |
| 37 | 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), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the All Kinds of soil. (DSR 2023, SI No. 2.8.1) |
| 38 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR 2023, SI No. 2.25) |
| 39 | Supplying and filling in plinth with sand under floors,including watering, ramming, consolidating and dressing complete. (DSR 2023, SI No. 2.27) |
| 40 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%. (DSR 2023, SI No. 2.34.1) |
| 41 | CONCRETE WORK : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) (DSR 2023, SI No. 4.1.6) |
| 42 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (DSR 2023, SI No. 4.17) |
| 43 | R.C.C WORK : Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (DSR 2023, SI No. 5.9.1) |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (DSR 2023, SI No. 5.9.3) |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 2023, SI No. 5.9.5) |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 2023, SI No. 5.9.6) |
| 47 | 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. (DSR 2023, SI No. 5.22.6) |
| 48 | 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. (DSR 2023, SI No. 5.22A.6) |
| 49 | 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 including 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.“Excess/ less cement used as per design mix is payable/recoverable separately). All work upto plinth level (DSR 2023, SI No. 5.33.1) |
| 50 | 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 including 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.“Excess/ less cement used as per design mix is payable/recoverable separately).All work from plinth level upto floor V level. (DSR 2023, SI No. 5.33.2) |
| 51 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 2023, SI No. 6.1.2) |
| 52 | Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand) (DSR 2023, SI No. 6.45.2) |
| 53 | Extra for providing and placing in position 2 Nos. 6 mm dia M.S. bars at every third course of half brick masonry. (DSR 2023, SI No. 6.15) |
| 54 | Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately) (DSR 2023, SI No. 6.47) |
| 55 | CLADDING WORK : 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. (DSR 2023, SI No. 8.31) |
| 56 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete: 250x10 mm (DSR 2023, SI No. 9.74.1) |
| 57 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm (DSR 2023, SI No. 9.100.1) |
| 58 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm (DSR 2023, SI No. 9.96.2) |
| 59 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including lSI marked Stainless Steel butt hinges with necessary screws (DSR 2023, SI No. 9.21.2) |
| 60 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 65 x 125 mm. (DSR 2023, SI No. 26.86.6) |
| 61 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/ cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 30 mm thick (DSR 2023, SI No. 26.88.1) |
| 62 | FLOORING WORK : 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 (DSR 2023, SI No. 11.26.1) |
| 63 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (DSR 2023, SI No. 11.40) |
| 64 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double Charge Vitrified Tile of Polished finish of size. Size of Tile 600 x 600 mm (DSR 2023, SI No. 11.41A.1.1) |
| 65 | Providing and laying Vitrified tiles in different 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), jointing with grey cement slurry @ 3.3 Kg/ Sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600 x 600 mm (DSR 2023, SI No. 11.46.2) |
| 66 | FINISHING WORK : 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR 2023, SI No. 13.4.2) |
| 67 | 6 mm cement plaster to ceiling of mix : 1:3 (1 Cement : 3 fine sand) (DSR 2023, SI No. 13.16.1) |
| 68 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) (DSR 2023, SI No. 13.5.2) |
| 69 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 Sqm) over and including priming coat of exterior primer applied @ 2.20Kg/ 10 Sqm (DSR 2023, SI No. 13.45.1) |
| 70 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR 2023, SI No. 13.80) |
| 71 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work (DSR 2023, SI No. 13.41.1) |
| 72 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. (DSR 2023, SI No. 13.21) |
| 73 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture (DSR 2023, SI No. 13.48.2) |
| 74 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture (DSR 2023, SI No. 13.48.3) |
| 75 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. Area of slab over 0.50 Sqm (DSR 2023, SI No. 8.2.2.2) |
| 76 | Steel works : Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mi0tred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (DSR 2023, SI No. 10.15.1) |
| 77 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR 2023, SI No. 10.25.2) |
| 78 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. (DSR 2023, SI No. 9.48.1) |
| 79 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10x 160 mm. (DSR 2023, SI No. 10.27.5) |
| 80 | Aluminium Work : 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, Aluminium 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 portion. Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR 2023, SI No. 21.1.1.2) |
| 81 | 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) (DSR 2023, SI No. 21.1.2.2) |
| 82 | Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/Gypsum work by providing weather/ structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600. Upto 20 mm depth and 20 mm width. (DSR 2023, SI No. 21.19.3) |
| 83 | 6mm thick Heat strengthened performance glass with reflective soft coating at face # 2 of silver shade on Clear Substrate of approved make having properties as visible Light transmittance (VLT) of 20 %, Light reflection internal 26%, light reflection external 31 %, Solar heat gain coefficient (.28), shading coefficient (0.33) and U value of 3.5 W/m2 degree K ,CRI value 92ra(d65). (VLT) of 20 %, Light reflection internal 26%, light reflection external 31 %, Solar heat gain coefficient (.28), shading coefficient (0.33) and U value of 3.5 W/m2 degree K ,CRI value 92ra(d65) (MR) |
| 84 | WATER PROOFING : Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR 2023, SI No. 22.7.1) |
| 85 | Providing and fixing of GRC Jali of approved design as directed by E/I. (MR) |
| 86 | Providing and fixing of GRC Half Column (69 PCS) of approved design as directed by E/I. (MR) |
| 87 | Providing and fixing of GRC PEDASTAL BOX (SMALL GATE) of approved design as directed by E/I. (MR) |
| 88 | Providing and fixing of GRC COLUMN (SMALL GATE)of approved design as directed by E/I. (MR) |
| 89 | Providing and fixing of GRC PEDASTAL BOX (BIG GATE) of approved design as directed by E/I. (MR) |
| 90 | Providing and fixing of GRC COLUMN (BIG GATE) of approved design as directed by E/I. (MR) |
| 91 | Providing and fixing of GRC CORNICE SMALL of approved design as directed by E/I. (MR) |
| 92 | Providing and fixing of GRC ARCH SMALL of approved design as directed by E/I. (MR) |
| 93 | Providing and fixing of GRC PANEL of approved design as directed by E/I. (MR) |
| 94 | Providing and fixing of GRC CORNICE (GATE) of approved design as directed by E/I. (MR) |
| 95 | Providing and fixing of GRC CORNICE (GATE) of approved design as directed by E/I. (MR) |
| 96 | Providing and fixing of GRC CORNICE (GATE) of approved design as directed by E/I. (MR) |
| 97 | Providing and fixing of GRC TOP DOME (GATE) of approved design as directed by E/I. (MR) |
| 98 | 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) (DSR 2025, SI No. 1.10.2) |
| 99 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. (GROUP B) (DSR 2025, SI No. 1.55.2) |
| 100 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed pvc conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (DSR 2025, SI No. 1.14.1) |
| 101 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (DSR 2025, SI No. 1.14.2) |
| 102 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire (DSR 2025, SI No. 1.14.3) |
| 103 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire (DSR 2025, SI No. 1.14.4) |
| 104 | 2 X 16 sq. mm + 1 X 6 sq. mm earth wire (DSR 2025, SI No. 1.14.6) |
| 105 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. (DSR 2025, SI No. 1.31) |
| 106 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. (DSR 2025, SI No. 1.32) |
| 107 | Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A \\"C\\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. (DSR 2025, SI No. 2.18) |
| 108 | Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 25mm dia conduit. (DSR 2025, SI No. 1.20.2) |
| 109 | Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 32mm dia conduit. (DSR 2025, SI No. 1.20.3) |
| 110 | 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. 20mm dia conduit. (DSR 2025, SI No. 1.21.1) |
| 111 | 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. 25mm dia conduit. (DSR 2025, SI No. 1.21.2) |
| 112 | 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. 32mm dia conduit. (DSR 2025, SI No. 1.21.3) |
| 113 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. (DSR 2025, SI No. 1.38) |
| 114 | Telephone wire : Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 Pair. (DSR 2025, SI No. 1.18.1) |
| 115 | Telephone wire : Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 4 Pair. (DSR 2025, SI No. 1.18.2) |
| 116 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. (DSR 2025, SI No. 1.19) |
| 117 | Extra Modular switch/socket outlet : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Telephone socket outlet (DSR 2025, SI No. 1.24.6) |
| 118 | TV antenna socket outlet (DSR 2025, SI No. 1.24.7) |
| 119 | Supplying and fixing following size/modules, GI box along with modular base and cover plate for modular switches in recess etc. as required. 1 or 2 Module (75mm x 75mm) (DSR 2025, SI No. 1.27.1) |
| 120 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. (DSR 2025, SI No. 1.26) |
| 121 | FANS & LIGHT FIXTURES: Down Lighter: Supplying, installation, Testing & Commissioning of LED Recessed/surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10%, P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) <19, Flicker free (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-inCharge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body including trim . 22 Watt. (DSR 2025, SI No. 8.2.5) |
| 122 | LED Batten light (System lumen efficacy ≥120 85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output .LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) 18- 22 Watt. (DSR 2025, SI No. 8.10.1) |
| 123 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) (DSR 2025, SI No. 9.2.3) |
| 124 | Add extra to item (1116) for 15cm or part thereof for room height from 3.5 to 5.00 metres. (MR) |
| 125 | Supply and fixing hexagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. (MR) |
| 126 | Supplying and fixing M.S. box with Phenolic laminate plate 4- way splitter box for TV antenna complete as required. (MR) |
| 127 | Supplying and fixing of 450 x 450 x 150 M.S. box with Phenolic laminate plate of 16 SWG M.S. Sheet with hinged door cover for mounting TV amplifier including wooden base plate complete as required. (MR) |
| 128 | M.V. PANELS/ DISTRIBUTION BOARD : SPN DB : Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator). 8 way , Double door (DSR 2025, SI No. 2.3.2) |
| 129 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. (DSR 2025, SI No. 2.11) |
| 130 | DP MCB as DB I/c : Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps. (DSR 2025, SI No. 2.12.2) |
| 131 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 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. (DSR 2025, SI No. 2.10.1) |
| 132 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. 63 A. (DSR 2025, SI No. 2.14.3) |
| 133 | Supplying, installation, testing and commissioning of cubical type MV Panel made out of 14 SWG CRCA sheet steel, totally enclosed IP-54 protection, free standing, floor mounted dust and vermin proof, indoor type compartmentalized powder coated of approved shade after antirust treatment (with min seven tanks ) suitable with busbar interconnection with suitable size of copper lead/solid Aluminium strips, control circuits & bottom base channel of MS section not less than 100mmx50mmx5mm (thick), Fabrication shall be done in transportable section ,entire panel shall have a common earth busbar at rear with 2 nos earth stud cable alleys, cable gland plates in two half as required as per single line diagram & specification enclosed with the following switch gears'.All MCCBs shall have Ics=Icu=100%MCB Should be connected throught terminal Strip of suitable rating All outgoing MCCB feeders shall have ON/OFF Trip indication lights (LED Type).Meter Panel = Incomer1 No. 160 A FP MCCB (36 KA)1 Set phase indication lights (R, Y, B)1 No. Volt Meter (digital type) with inbuilt VSS & control fuses.1 No. 0-250 Amp. Ammeter (digital type) with inbuilt ASS.BUS BARS:- 250 Amps. TP&N aluminium bus bars (36 KA)OUT GOINGS:- 12 Nos 40 Amp. DP MCB (25 KA) with 1 Phase Meter and meter Box with provision of viewing window2 Nos 40 Amp. FP MCB (25 KA) (MR) |
| 134 | Meter Panel - Incomer1 No. 100 A FP MCCB (36 KA)1 Set phase indication lights (R, Y, B)1 No. Volt Meter (digital type) with inbuilt VSS & control fuses.1 No. 0-250 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 250 Amps. TP&N aluminium bus bars (36 KA)OUT GOINGS:- 6 Nos 40 Amp. DP MCB (25 KA) with 1 Phase Meter and meter Box with provision of viewing window2 Nos 40 Amp. FP MCB (25 KA) (MR) |
| 135 | Meter Panel - Incomer1 No. 100 A FP MCCB (36 KA)1 Set phase indication lights (R, Y, B)1 No. Volt Meter (digital type) with inbuilt VSS & control fuses.1 No. 0-250 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 250 Amps. TP&N aluminium bus bars (36 KA)OUT GOINGS:- 11 Nos 40 Amp. DP MCB (25 KA) with 1 Phase Meter and meter Box with provision of viewing window2 Nos 40 Amp. FP MCB (25 KA) (MR) |
| 136 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. (DSR 2025, SI No. 5.4) |
| 137 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. (DSR 2025, SI No. 5.6) |
| 138 | Earthing with G.I. earth pipe 4.5 metre long,40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.(DSR 2025, SI No. 5.2) |
| 139 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. (DSR 2025, SI No. 5.15) |
| 140 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. (DSR 2025, SI No. 5.12) |
| 141 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. (DSR 2025, SI No. 5.10) |
| 142 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. (DSR 2025, SI No. 5.11) |
| 143 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.(DSR 2025, SI No. 5.12) |
| 144 | L.V. Cable : Supplying following 1.1kV grade, XLPE insulated, heavy duty armoured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, galvanised steel armouring and with all components as mentioned in BOQ, specifications, complete as required. 3.5 x 70 sq.mm (MR) |
| 145 | 3.5 x 50 sq.mm (MR) |
| 146 | 3.5 x 25 sq.mm (MR) |
| 147 | 2 x 16 sq.mm (MR) |
| 148 | 2 x 10 sq.mm (MR) |
| 149 | 2 x 6 sq.mm (MR) |
| 150 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Upto 35 sq. mm. (DSR 2025, SI No. 7.1.1) |
| 151 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Above 35 sq. mm and upto 95 sq. mm. (DSR 2025, SI No. 7.1.2) |
| 152 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required. Upto 35 sq. mm. (DSR 2025, SI No. 7.5.1) |
| 153 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required. . Above 35 sq. mm and upto 95 sq. mm. (DSR 2025, SI No. 7.5.2) |
| 154 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing masonry open duct as required. Upto 35 sq. mm (DSR 2025, SI No. 7.6.1) |
| 155 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing masonry open duct as required. Above 35 sq. mm and upto 95 sq. mm (DSR 2025, SI No. 7.6.2) |
| 156 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on cable tray as required. Upto 35 sq. mm (clamped with 1mm thick saddle) (DSR 2025, SI No. 7.8.1) |
| 157 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on cable tray as required. Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) (DSR 2025, SI No. 7.8.2) |
| 158 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3.5C X70 Sqmm (DSR 2025, SI No. 9.1.23) |
| 159 | 3.5C X50 Sqmm (DSR 2025, SI No. 9.1.22) |
| 160 | 4C X 16 Sqmm (DSR 2025, SI No. 9.1.33) |
| 161 | 4C X 10 Sqmm (DSR 2025, SI No. 9.1.32) |
| 162 | 4C X 6 Sqmm (DSR 2025, SI No. 9.1.32) |
| 163 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100mm dia (DSR 2025, SI No. 14.14.1) |
| 164 | Supply and fixing of perforated 2mm thick CRCA sheet steel power coated cable tray of following sizes complete with bend/tee joints, coupling plate & nuts bolts etc. including providing and fixing of M.S. painted hanger etc. as required. 150mm wide 50 mm depth. (DSR 2025, SI No. 4.1.2) |
| 165 | EXTERNAL LIGHTING : Supplying, installation, testing and commissioning of L.T. panel fully compartmentalized cubical type sheet clad floor mounted totally enclosed , extensible on both sides, switch board suitable for use on 415 Volts 3-phase, 4 wire, 50 Hz system having required fault capacity, housed with incoming and outgoing, Aluminium bus bars with current rating of 0.8 Amp/sq.mm, interconnection etc. with indication lamps, accessories etc, as required as per specification and schematic diagram as required. (Street lighting Panel) INCOMER:-1 Nos.100 Amps. TPN MCCB(25 KA) with electronic releases.1 Set phase indication lights (R, Y, B)1 No. Volt Meter (digital type) with inbuilt VSS & control fuses.1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 200 Amps. TP&N Aluminium bus bars (25 KA)OUT GOINGS:- 1 Nos. 63A TPN, MCB (10KA).2 Nos. 24 Hr Timer Switch2 Nos. 63A TPN contactor (MR) |
| 166 | Supply and fixing of decorative 40 to 45 Watt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect including connecting copper wiring. (MR) |
| 167 | Supply and fixing of decorative 40 to 45 Watt LED Gate Light indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect including connecting copper wiring. (MR) |
| 168 | Supply & Erection of 3/4 meter long GI Decorative pole for above post top fitting with inbuilt junction box,MCB,sleeve in foundation and required wiring till fixture in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. (MR) |
| 169 | Supply and fixing of decorative 8 to 12 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect including foundation and connecting copper wiring (MR) |
| 170 | Earthing with G.I. earth pipe 4.5 metre long,40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. (DSR 2023, SI No. 5.2) |
| 171 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) (DSR 2023, SI No. 5.2) |
| 172 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 ( 1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.100 mm dia. (DSR 2023, SI No. 15.14.1) |
| 173 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 ( 1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 150 mm dia. (DSR 2023, SI No. 15.14.2) |
| 174 | Providing and fixing of different signags of approved size and design as directed by E/I. (Payment Shall be made at per actual Basis.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2026
17:00 IST
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Online submission via eProcurement portal.
Upcoming · 7 daysSep 23, 2026
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