Tender For Construction Of Gym Room At Backside Of Existing 2 Storey Barrack At Ctc Village Chowki Panchkula
Tender Value
7.44 Lakhs
Estimated cost
Bid Submission
28 Sep 2026
0 days left
EMD
14000
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Panchkula → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Gym Room At Backside Of Existing 2 Storey Barrack At Ctc Village Chowki Panchkula
BOQ
| Sl. No. | Item Description |
| 1 | B ROOFING Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 1. With residual type petroleum bitumen of grade VG -10 HSR 9.10 |
| 2 | B ROOFING 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 1. With common burnt clay non-modular brick tile of class designation 10 HSR 9.11 |
| 3 | B ROOFING 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 : 1. In 75x75 mm deep chase HSR 9.17 |
| 4 | B ROOFING Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. HSR 9.18 |
| 5 | 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. 1. All kinds of soil. HSR 4.14 |
| 6 | RAIN WATER SPOUTS AND PIPES Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter HSR 9.57 |
| 7 | RAIN WATER SPOUTS AND PIPES Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 5.2. Bend 87.5°110 mm bend HSR 9.58 |
| 8 | RAIN WATER SPOUTS AND PIPES Providing and fixing Unplasticised -PVC pipe clips of approved design to Unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 1. 75 mm HSR 9.59 |
| 9 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar HSR 5.7 |
| 10 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) HSR 5.23 |
| 11 | KITCHEN PLATEFORMS/ WINDOW SILLS/ URINAL PARTITIONS Providing 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. 2. Granite work HSR 8.27 |
| 12 | 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 up to 1.5 m. HSR 4.32 |
| 13 | CEMENT CONCRETE FLOORING Supplying and providing of Tangri River Sand under floors Including watering and compaction in 25cm layers, dressing etc. complete In all respects (As per item 10.2) HSR 10.3 |
| 14 | CEMENT CONCRETE FLOORING Providing and laying of screed of 40 mm thick cement concrete 1:4:8 to be laid below the topping. HSR 10.6 |
| 15 | A DOOR FRAMES, SHUTTERS AND WINDOWS Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 1. Second class teak wood HSR 12.9 |
| 16 | A DOOR FRAMES, SHUTTERS AND WINDOWS Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 7.1. Float glass panes4 mm thick glass pane (weight not less than 10kg/sqm). HSR 12.9 |
| 17 | A DOOR FRAMES, SHUTTERS AND WINDOWS Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 8. Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading HSR 12.9 |
| 18 | CEMENT PLASTER (IN FINE SAND) 10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) HSR 11.4 |
| 19 | CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) HSR 11.5 |
| 20 | STEEL DOOR/ WINDOW FRAMES AND SHUTTERS Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 3.1. Profile E Fixing with adjustable lugs with split end tail to each jamb HSR 13.3 |
| 21 | CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) HSR 11.6 |
| 22 | TILE FLOORING Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 1. Light shade pigment using white cement HSR 10.30 |
| 23 | GRANITE FLOORING Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. HSR 10.51 |
| 24 | SIGLE/BUILT-UP STEEL/TUBULAR SECTIONS 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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works HSR 13.29 |
| 25 | INTERIOR FINISHING 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. HSR 11.60 |
| 26 | INTERIOR FINISHING 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. 1. Two or more coats on new work HSR 11.65 |
| 27 | INTERIOR FINISHING Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. HSR 11.76 |
| 28 | INTERIOR FINISHING Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. HSR 11.77 |
| 29 | INTERIOR FINISHING Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. HSR 11.78 |
| 30 | EXTERIOR FINISHING WALL AND ROOF SURFACES Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) HSR 11.95 |
| 31 | FLUSH DOOR SHUTTERS 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: 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws HSR 12.37 |
| 32 | MISCELLANEOUS ITEMS Wall painting with (bio grade)plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) Generally used in hospital buildings etc. complete as per Specifications. HSR 11.123 |
| 33 | HYDRAULIC DOOR CLOSERS 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 up to 35 kg and door width up to 700 mm), with necessary accessories and screws etc. complete. HSR 12.88 |
| 34 | ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium tower 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 necessary screws etc. complete : 4. 150x10 mm HSR 12.99 |
| 35 | ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) 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 : 1. 125 mm HSR 12.102 |
| 36 | ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) Providing 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. 2. Twin rubber stopper HSR 12.103 |
| 37 | ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium casement stays, ISI marked, anodised transparent or dyed to required colour and shade or powder coated or polyester powder coated, with necessary screws etc. complete. 3. Powder coated minimum thickness 50 micron aluminium HSR 12.104 |
| 38 | PTMT (Polytetra Methylene Terephthalate) FITTINGS Providing and fixing of roller blinds on windows complete with material and labour complete with push up and down arrangement as per approved design / colour and Engineer-in-charge. HSR 12.114 |
| 39 | ALUMINIUM FALSE CEILING 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): 1. With toughened glass panes of 6 mm thickness (weight not less than 15 kg/sqm) HSR 12.177 |
| 40 | Rebarring work with 10ml inject able mortar epoxy adhesive (Hybrid Urethane Methacrylate adhesive) or chemical compound of make as approved by Engineer-in-Charge complete in all respect including drilling and cost of all materials 0 0 0 2. 10 mm dia (hole size 14 mm.& hole depth up to 100 mm) HSR 31.14 |
| 41 | Rebarring work with 10ml inject able mortar epoxy adhesive (Hybrid Urethane Methacrylate adhesive) or chemical compound of make as approved by Engineer-in-Charge complete in all respect including drilling and cost of all materials 0 0 0 4. 16mm dia (hole size 20 mm dia & depth up to 200mm) HSR 31.14 |
| 42 | Rebarring work with 10ml inject able mortar epoxy adhesive (Hybrid Urethane Methacrylate adhesive) or chemical compound of make as approved by Engineer-in-Charge complete in all respect including drilling and cost of all materials 0 0 0 5. 20mm dia (hole size 24 mm dia & depth up to 240mm) HSR 31.14 |
| 43 | B BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) HSR 7.21 |
| 44 | B BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) HSR 7.22 |
| 45 | BATHROOM ACCESSORIES Providing 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 : 4. Rectangular shape 1500x450 mm HSR 22.210 |
| 46 | B DAMP-PROOF COURSE Providing and laying damp-proof course with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size) 1. 50 mm thick HSR 6.9 |
| 47 | B DAMP-PROOF COURSE Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. HSR 6.10 |
| 48 | C PLINTH PROTECTION 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 and dressing and finishing the top smooth. HSR 6.13 |
| 49 | D REINFORCED CEMENT CONCRETE 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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) HSR 6.14 |
| 50 | D REINFORCED CEMENT CONCRETE Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). HSR 6.16 |
| 51 | I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform HSR 6.30 |
| 52 | I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers HSR 6.30 |
| 53 | I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 16.1. Edges of slabs and breaks in floors and wallsUnder 20 cm wide HSR 6.30 |
| 54 | I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 19. Weather shade, Chajjas, corbels etc., including edges HSR 6.30 |
| 55 | N EXPANSION JOINTS Providing 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 aluminium 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 location 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 aluminium 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 to base 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 aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall confirm to ASTM 6063). 1. Floor Joint of 100 mm gap HSR 6.61 |
| 56 | N EXPANSION JOINTS Providing 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 aluminium 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 and complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). 1. Wall Joint of 100 mm gap HSR 6.62 |
| 57 | RUBBER MATTING Providing and fixing of insulated rubber matting suitable for 11 KV installation 1 M x 2 M x 12 mm thick (IS code 15652-40091) as per specification complete and as per directions of Engineer-in-charge HSR 20.84 |
| 58 | J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more HSR 6.33 |
| 59 | J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR 6.34 |
| 60 | COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 1.1. Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group A HSR 23.4 |
| 61 | COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 4.1. Wiring in PVC conduit system for 3-pin5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required Group A HSR 23.4 |
| 62 | COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 5.1. Wiring in PVC conduit system for 3-pin15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required Group A HSR 23.4 |
| 63 | EARTHING AND LIGHTENING ARRESTOR 1. Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. HSR 24.1 |
| 64 | EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. HSR 24.1 |
| 65 | EARTHING AND LIGHTENING ARRESTOR 11. Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. HSR 24.1 |
| 66 | EARTHING AND LIGHTENING ARRESTOR 13. Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required. HSR 24.1 |
| 67 | COPPER WIRING IN EXISTING PVC/MS CONDUIT PIPE SURFACE/RECESSED FOR ELECTRICAL POINTS 6.1. Wiring main and submains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in existing MS/PVC Conduit etc as required. 1 run of Size 1.50 Sqmm(1/1.40mm) HSR 23.5 |
| 68 | MISCELLANEOUS ITEMS 2.1. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work.DWC/HDPE pipe 40/32 mm outer dia/ inner dia HSR 24.5 |
| 69 | FITTING AND ACCESSORIES 1.12. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Bakelite angle/straight button holder large size. HSR 23.8 |
| 70 | FITTING AND ACCESSORIES 10.5. Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. 8 Modules HSR 23.8 |
| 71 | FITTING AND ACCESSORIES 11.1. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp 1 way switch HSR 23.8 |
| 72 | FITTING AND ACCESSORIES 11.4. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp Socket HSR 23.8 |
| 73 | FITTING AND ACCESSORIES 11.7. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. step type Fan Regulator 2 modules 300 watt HSR 23.8 |
| 74 | FITTING AND ACCESSORIES 11.10. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Blanking plate HSR 23.8 |
| 75 | MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 3.2. Supply and erection of sheet steel enclosures 1pole/2 pole/4 pole on wall/on existing pedestal complete as required. S.P.N. or DP enclosure suitable for DP MCB HSR 23.22 |
| 76 | MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.2. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 8 way ( 2 incoming and 6 outgoing) HSR 23.22 |
| 77 | MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole HSR 23.22 |
| 78 | MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.4. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 40 amp to 63 amp. Double pole HSR 23.22 |
| 79 | CEILING FAN/ EXHAUST FAN Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 1. 48\\" (1200mm) HSR 20.71 |
| 80 | CEILING FAN/ EXHAUST FAN Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 2. 56\\" (1400mm) HSR 20.71 |
| 81 | CEILING FAN/ EXHAUST FAN Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. HSR 20.72 |
| 82 | LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 13. 10Sq mm 2 core (UnArm.) HSR 24.13 |
| 83 | LED Panel light 2x2 ft. (System lumen efficacy >=105 <120 lm/Watt) Supplying, installation, Testing and Commissioning of Panel light 2x2 ft., of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency )85%, Operating voltage AC 140- 270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 degree centigrade, internal surge protection of 2.5 KV with Short and 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 and electrical circuitry), of minimum 50000 Burning Hours with, 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6000°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 and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy =105 (120 lm/Watt output . LM79 and LM80 Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not rise above 90°C). 4.Powder coated die cast / Extruded aluminium Body (Thickness >= 1.20 mm) 36 watt HSR 23.28.6 |
| 84 | LED Batten light (System lumen efficacy >=105 <120 lm/Watt) Supplying, installation, Testing and Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency )85% ,Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short and Open circuit protection ,THD ( 10% , P. F.=0.95, IP20, CRI )80, Flicker free, (flicker should be below 5 %), life time (LED,Driver and electrical circuitary), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K/6000°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 and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy =105 (120 lm/Watt output . LM79 and LM80 Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not rise above 90°C). 1. Powder coated die cast / Extruded aluminium Body (Thickness >= 1.20 mm) 18-22 Watt HSR 23.28.9 |
| 85 | LED Flood Light, powder coated pressure die cast aluminum (System lumen efficacy 105 <120 lm/Watt) Supplying, installation, Testing and Commissioning of Flood Light, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency )85%, Input voltage: Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4- 5, Driver efficiency )85%,THD ( 10% as per IEC 61000-3-2 , P. F.=0.95, IP-66,IK-10, CRI )80 , under voltage and over voltage protection, EMI- EMC as per CISPR -15 , lenses for beam angle 30 deg-120deg as per the application and the project requirement deg., suitable tilt able fitting, life time (LED,Driver and electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color Matching) (5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy 105(120 lm/Watt output . LM79 and LM80 Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not rise above 90°C). 1. 50 watt HSR 23.28.15 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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