Tender For Construction Of Foot Over Bridge Across Vedant Deshika Marg (Id-1200) Near Jnu Gate And Iit Gate No. 5 With Staircase And Lift Including Electrical Installations Under Sub Division-Iii Of Division South Road-Ii, Pwd, New Delhi During 2026-
Tender Value
3.83 Crore
Estimated cost
Bid Submission
19 Aug 2026
7 days left
EMD
7.67 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Tender for Construction Of Foot Over Bridge Across Vedant Deshika Marg (Id-1200) Near Jnu Gate And Iit Gate No. 5 With Staircase And Lift Including Electrical Installations Under Sub Division-Iii Of Division South Road-Ii, Pwd, New Delhi During 2026-27. (Sh: Civil + Electrical Works) (Modified).
BOQ
| Sl. No. | Item Description |
| 1 | DSR 2023 (Civil) Items 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. |
| 2 | All kinds of soil |
| 3 | 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 and for all lift. |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 5 | All kinds of soil. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.. |
| 9 | All works upto plinth level : |
| 10 | Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 14 | Suspended floors, roofs, landings, balconies and access platform |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | Edges of slabs and breaks in floors and walls |
| 17 | Under 20 cm wide |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 21 | All works upto plinth level |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 23 | All works above plinth level upto floor V level |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 25 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 28 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 29 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. |
| 30 | Granite stone slab of colour black, Cherry/Ruby red |
| 31 | Area of slab upto 0.50 sqm |
| 32 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 33 | Providing, fabricating, transportation assembling and erection in position of steel members for foot over bridge using structural steel plates & rolled section (conforming to IS-2062—Grade Fe 410WA, Normalized/control cooled, Yield strength=240 Mpa) to the required profile and shape as called for as per the drawings and specifications. This item includes preparation of fabrication shop drawings and their approval, necessary templates, adequate temporary supports, scaffolding and staging, all cutting, grinding, welding (using automatic submerged arc welding and gas metal arc (MIG) welding wherever specified) including hexagonal black bolts & all labour, tools, plants & equipment and operations etc required to complete the job as per drawings and specifications. Every precaution to be taken to prevent rusting of sections. This item also includes all tests on materials and welded fabricated parts as per specifications i/c priming coat complete and directions of Engineer-in-Charge. |
| 34 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 35 | Hot finished seamless type tubes |
| 36 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 37 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 38 | Providing and fixing machine cut, mirror polished , Granite stone work in skirting, riser of staps and pillers etc. laid on 12mm thick average thick cemet mortor 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade in required size or pattern including rubbing, curing etc. all complete as per directed by the Engineer-in-Charge.a) 18mm thick Cherry/Ruby Red RBI or equivalent granite (Polished) approved shade, colour and size. |
| 39 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 40 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
| 41 | Flashings/ Aprons.( Upto 600 mm) |
| 42 | Designing. providing and fxing multiwall three or more layered polycarbonate sheet panel co-extruded Ultra Violet (UV) protective coating on external surface with standing seam on both the running ends, sheet shall be connected using polycarbonate connectors having grip lock double tooth locking nrechanisnr and provided with endcap at the ends to ensure water and air tightness. The light transmission from transparent or translucent or opaque or in combination polycarbonate sheet. varies from 15 to 85%, shall be decided by engineer in charge as per requirement. The polycarbonate sheet shall have Dan drop impact value more than 60 Joules as per IS14434:2023 and confirm either flanle retardancy of class Ul.-9411 B/94V-0 category as per IS14434:2023 or category VO & 1113 as per ASTM D635-18 or 13S I DO classification as per EN 1350 1 for fire safety The yellowness index tested as per ASTM E3 13 (D1925) or AS'l'M [313 (1)1925) shall be equal to or more than 10 unit or 6 units respectively on a sample afer 5000 Hours of exposure of UV / sun light. The cross section ends of poly carbonate sheet shall be provided with self-adhesive aluminium ilnpermeable tape at top and aluminium ventilated tape at bottom of the sheet and covered with polycarbonate / dlunliniun1 u-shaped protective profile. The poly carbonate sheet shall be held in position by using stainless steel (SS304 grade) trdpezoidal cleat of 1 lum thick having minimum bottom width 35mm and top width 50lnln or any other shape and size as per design requirenre11t and manufacturer specification, cledt fixed with 2 or more stainless steel screws of 5 mm diameter with 25mm long with structural steel framework. The cleat shall be tested to withstand pull out force equal to wind speed of 50m/s as per IS: 875 and design test report shall be submitted to Engineer-in-charge for approval before use. The cost of ridge and gutters of pre-coated galvanized iron sheet of approved specifications and structural steel framework of shall be paid in respective item for separately. |
| 43 | 12 mm thick, 1000 (t10%) wide panel with U value not more than 2.50 W/m2K and weight not less than 2.25 kg/sm. |
| 44 | 12 mm cement plaster of mix : |
| 45 | 1:4 (1 cement: 4 coarse sand) |
| 46 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 47 | 1:4 (1 cement: 4 coarse sand) |
| 48 | Neat cement punning. |
| 49 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 50 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 51 | 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. |
| 52 | On steel work |
| 53 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 54 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 55 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 56 | 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. |
| 57 | In cement mortar |
| 58 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 59 | From brick work in cement mortar |
| 60 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : |
| 61 | In cement mortar |
| 62 | Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured): |
| 63 | In cement mortar |
| 64 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.NOTE: Payment will be made as per weight slip issued by authorised MCD dumping ground after dumping of malba. Processing fees at prescribed rate of authorised MCD dumping ground will be submitted by the agency & shall be reimbursed by the department on production of receipt in original. |
| 65 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 66 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge.The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 67 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 68 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 69 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 70 | Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 71 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. |
| 72 | With granite stone of area less than 0.50 sqm. |
| 73 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 74 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 75 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 76 | H D – 20 |
| 77 | Circular shape 560 mm internal diameter |
| 78 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) including applying of twice ( at base and top of mortar ) cement slurry @ 2.2kg/m2 (each time) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. |
| 79 | Using rough kota stone. |
| 80 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : |
| 81 | Using rough Kota stone |
| 82 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 |
| 83 | Deduct for Cost Index on DSR 2023 Items @ 0.09% below |
| 84 | Non DSR ItemsBrick 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)(Old Bricks shall be supplied by the department free of cost). |
| 85 | 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) upto plinth level with :(Hard Stone shall be made available at site of work free of cost by the department). |
| 86 | Cement mortar 1:6(1 cement :6 coarse sand) |
| 87 | Credit for dismantled steel reinforcement/railing / all steel works to be taken by contractor (dismantled steel reinforcement/railing / all steel will be property of Contractor) |
| 88 | Supplying, Installation, Testing & Commissioning of following capacity passenger Machine room less (MRL) lift with regenerative drive as per CPWD General Specification for Electrical Works (Part-III Lift & Escalator) 2003, BIS Codes, NBC 2016 as amended upto date having provision for barrier free access as per Harmonised Guidelines & Standards for Universal Accessibility in India - 2021 of MoHUA, serving different floors in the lift shaft as per detailed specifications enclosed and as under including all other equipment and accessories complete as required:-(i) Speed-1 MPS(ii) Floors-2 (G+1)(iii) Travel -8 Meters (approx.)(iv) Stops & opening- 2 stops and 2 openings(v) Controller: A.C. variable voltage & variable frequency(vi) Automatic rescue device (ARD) complete with dry maintenance free batteries as required.vii) Operation: Microprocessor based single automatic push button/simplex selective collective/duplex collective selective with/without attendant(viii) Power-415 Volts+10%, 3 phase, 50 Hz, 4 wires system(ix) Car Enclosure: Stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw) and LED fitting.(x) The car flooring should be smooth and antiskid as approved by engineer-in-charge.(xi) Type of doors(a) Car: Power operated, centre opening horizontal sliding stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish). |
| 89 | (b) Landing doors: stainless steel scratch proof .(xii) A hand rail not less that 600mm long at 900mm above floor level to be fixed adjacent to control panel in the lift car.(xiii) Voice announcement system in the car to announce the position of the elevator in the hoist way as the car passes or stops at floor served by the elevator.(xiv) Closed loop Control System, protection against power fluctuation, self diagnostic control, Landing doors 2 hours Fire rated, Overload detection and protection, Overspeed Governer, Dot Matrix LED D & P Indicators In Car & Landings, BMS Compatibility, tamper proof infrared curtain covering almost the entire height of the lift car door, Alarm horn, Anti Nuisance Operation, CCTV camera system with 4 MP IP camera, suitable NVR and HDD for 30 days storage backup , Firemen switch, 2/3 way intercom, Emergency Stop Switch with battery backup for fan and light fitting for 1 hour, pit ladder.(xv) The lift doors shall have a vision panel to enable persons with hearing impairment to signal for help or assistance in the event of an emergency.(xvi) An appropriate technological support be provided (Through emergency messaging |services or alarms etc.) torespond to the emergency requirements of person with hearing impairment or deafness.(xvii) In case of failure of ARD or other electronic devices, a provision of manual rescue be provided |
| 90 | 16 passenger (1088kg) |
| 91 | Fabrication, supplying and installation of outdoor type cubical Panel of suitable size not less than 30 cm and upto 45 cm deep made out of M.S. sheet 2mm thick (14 SWG) duly compartmentalized having 4 strip busbar of 200 Amp capacity double door with 02 No. godown locking arrangement and for protection from rain, dust, duly fixed on MS angle iron frame work of size 50mm x 50mm x 6mm (NS) 90 cm long legs out of which 45 cm duly grouted in cement concrete 1:2:4 (1 cement : 2 sand :4 stone aggrete 20mm) and having following accessories mouted inside the cubical panel i/c connection, inter connection with aluminium thimbles, earthing with two nos. earth struds duly painted with one coat of red oxide & two coats of superior quality enamel paint complete etc. as reqd. |
| 92 | 4 pole MCCB, 200A, 36KA-01 Nos. |
| 93 | 4 pole MCCB, 100A, 30KA -04 Nos. |
| 94 | Voltmeter 0 - 500 volt 96 sqmm fuse type with selector switch-1 No. |
| 95 | Ammeter 0 - 100 Amp 96 sqmm fuse type with selector switch & 100/5 Amp ratio CTs-2 No. |
| 96 | Indication lamps (RYB) with control HRC fuse with fuse fitting-1 Set |
| 97 | Power contactor 4 pole 110-125 Amp - 01 No. |
| 98 | Digital Timer - 01 No. |
| 99 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enamelled white n both sides, and with inscription in single red colour on front side as required. |
| 100 | Supplying and fixing of Following sizes PVC Round Sheathed Multi Core Industrial Flexible unarmoured Copper conductor Cable in the surface of wall/ceiling/ in street light poles etc with the help of suitable size clamps etc complete as reqd. |
| 101 | 3 core 2.5 sq. mm |
| 102 | Supplying & laying of one number 4 x 25 sq.mm XLPE insulated and PVC sheathed Aluminium conductor armoured power cable of 1.1 KV grade in the follwing manner etc as complete reqd. |
| 103 | In the wall surface as required. |
| 104 | In the existing RCC/HUME/Metal pipe as required. |
| 105 | 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. |
| 106 | 90 mm dia (OD-90 mm & ID-76 mm nominal) |
| 107 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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) |
| 108 | 4 way (4 + 12), Double door |
| 109 | Supplying and fixing of following rating TP&N , 415 volts, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required. a) 63 A |
| 110 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 111 | 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. |
| 112 | Single pole |
| 113 | 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 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 114 | 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. |
| 115 | 4 X 25 sq. mm (28mm) |
| 116 | Supplying, installation, testing and commissioning of 10 watt LED Bulk Head fitting of PDC deffiuser material-glass the LED bulk head shall have color rendering index: 70, color temp: 5000 - 6000 k, Power factor > 0.95, CRI>70%, driver efficiency > 85%, IP66, Color: cool white, LED efficiency shall be less than 100 Lumens per watt with minimum burning of 50000 etc. complete as reqd. |
| 117 | Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, 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 >70, 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., suitable tilt able fitting, life time (LED, Driver & 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 /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Colour 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 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 >135lm/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 perrequirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 118 | 100 watt |
| 119 | Suppyling, Installation, Testing and commissioning S.M.C junction box 160 x 160 x 105 complete with terminal block suitable for 25 sq. mm conductor, DIN bar, SP MCB with suitable. M.S. clamp on the existing pole for light fixture etc as required |
| 120 | Supplying, laying and fixing of following size PVC insulated and PVC sheathed/ XLPE aluminum conductor armoured power cable of 1.1 kV grade of following size on wall surface as required.a) 3 x 10 sq. mm |
| 121 | Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V \\"C\\" curve DP MCB complete with connections, testing and commissioning etc. as required. |
| 122 | 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. |
| 123 | 25 mm |
| 124 | Supplying, laying and fixing of following size PVC insulated and PVC sheathed/ XLPE aluminum conductor armoured power cable of 1.1 KV grade in the existing RCC/ HUME / METAL.a) 3.5 x 50 sq.mm |
| 125 | Earthing with G.I. earth pipe 4.5 meter 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. |
| 126 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 127 | 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
TodayAug 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysAug 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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