Tender For Construction And Installation Of Service Lift In The Information Technology Tower (G + 10 Floors) Building At Elcot Elcosez, Sholinganallur, Chennai
Tender Value
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Estimated cost
Bid Submission
09 Dec 2026
31 days left
EMD
1.81 Lakhs
Bank guarantee accepted
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Non-refundable
Tender Type
Online
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Tender ID
Competition Type
NCB
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Tender
Location / State
Chennai → Tamil Nadu
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Not Available
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Project Description
Tender for Construction And Installation Of Service Lift In The Information Technology Tower (G + 10 Floors) Building At Elcot Elcosez, Sholinganallur, Chennai
BOQ
| Sl. No. | Item Description |
| 1 | Annexure |
| 2 | Installation of Vertical Bored cast in situ RCC piles in all types of soils and socketting in hard rock to a minimum depth of 1.5m or 2.5 times the dia of pile which ever is less , using Ready Mix Concrete of M30 grade, with sulphate resistant Cement, fine aggregate, 20mm and down graded HBGS jelly coarse aggregate. The rate excludes cost of reinforcing steel, binding wire, fabrication, welding charges,The Rate includes placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavation of mud pits for circulation of Bentonite solution, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the Engineer-incharge, including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing should be as per clause 15.2.2. The length of pile for payment shall be measured up to natural ground level. The work should be carried out as per IS 2911. Pile depth should be decided by the Engineer-incharge at site. 600mm dia Pile Length of pile upto 20M |
| 3 | Supply, Fabricating the MS Liner of 10mm Thick to the required shape and driving in to the bore hole in position using hydraulic pile driving rig up to the depth of medium rock. The rate is inclusive of MS sheets 10mm thick, bending the sheet to the required circular shape by using plate bending machine, welding the liner as per IS 818. The rate is also inclusive of driving the 10mm thick MS liner in to the bore with hydraulic pile driving equipement, welding at all stages as required. The rate is also inclusive of necessary machinary, tools and plants, power, etc for placing the liner in position as directed by the Engineer In-Charge and as per approved drawings. |
| 4 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC pile works as per design given for piles as per drawing , welding mechine for cage welding etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and welding mechine for welding pile cage) |
| 5 | Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. |
| 6 | Upto 2.00M depth below average ground level. |
| 7 | Beyond 2.0 Metre depth and upto 3.0 Metre depth below average ground level. |
| 8 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 9 | Forming Embankment using Brought out earth (97% Proctor Density) Forming embankment by transporting approved soil with required average lead of 55 Km having a CBR value of not less than 8% and minimum Dry Density not less than 1750 Kg/cum which has to be compacted properly and form a stable embankment including cost and labour for proper setting out, stripping and storing the top soil, compacting the original ground by vibratory roller of required -capacity to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment including over section margin required for roller passing in layers of not exceeding 200 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil under optimum moisture content with moisture content adjusted in the range of one percent (1%) above and two percent (2%) below the optimum moisture content determined as per IS:2720 (Part VII) with power roller/ vibrator roller rolling and using other construction equipment approved by the engineer-in-charge and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. complete as per Standard Specification for road embankment. (The Contractor has to make his own arrangement for the required quantity of soil and cost and transportation of earth including loading and unloading, etc.).Average Lead of 55 Km |
| 10 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 11 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 12 | Foundation and Basement |
| 13 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) |
| 14 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 15 | For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. |
| 16 | Newly Constructed Roof/Podium with 2K PU Waterproof coating above 2000 Sq.m - Providing and Applying two component Polyurethane based cold applied seamless waterproofing coating to the RCC surface like Roof & Podium area applied @2.1kg/m2 in single coat using 3mm notched trowel to achieve 1.5mm DFT, including a prime coat of solvent free, medium viscous, epoxy primer @0.2L/m2 and protection with 120gsm Geo-textile over the 7 days cured waterproofing membrane. The Waterproofing material shall have Solids > 98%, Tensile strength>6 Mpa, Elongation at break >600% as per ASTM D 412, crack bridging ability (no cracks up to 3.2mm) confirms to ASTM C 1305, Puncture resistance >300N as per ASTM E154, Shore A Hardness >70 as per ASTM D 2240, Adhesion to peel after water immersion as per ASTM C 794 at 5.2N. Resistance to root penetration. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 60gsm Geo-textile over the angle fillet when the first coat in still wet, treatment of cracks and laying 120GSM Geo-textile as seperation/protective layer over the fullycured PU coating completely as per specification. |
| 17 | Brick work in CM 1:6 , ( 1 of Cement & 6 of M. Sand ) using best quality Fly ash Brick of size 230x110x75mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. |
| 18 | Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc., complete complying with standard specification and as directed by the departmental officers. |
| 19 | Paving the floor with best approved quality fine polished Granite Stone Slabs of following size and Variety with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., complete complying with standard speicification and as directed by the departmental officers.(The granite stone slabs and other materials to be used shall be got approved by the Engineer in charge concerned before use on work) |
| 20 | Supplying, fabricating and fixing in position inserts comprising edge angle, MS angles, plates, tees, flats,chequed plates and other structural steel sections, holding down bolts, anchor bolts, anchor plates, pipe sleeves etc., in all cement concrete works at all levels and heights above finished floor level in foundation, trenches, pits, tunnels, lift pits etc., below finished floor level including cutting, bending to shape fabricating, drilling, threading, welding lugs etc., with all tools, tackles and labour as per design or as directed including a coat of primer of approved quality and painting the exposed surface with two coats of synthetic enamel paint of approved quality and colour etc., all complete as per drawings and as directed. |
| 21 | Providing and fixing of Main entrance double shutter glazed door of size 2000mmX 2400mm ,12mm thick toughened clear glass of approved quality and make ( Saint Gobain )in the rear side entrance of IT Tower buildig with Bio metic/access control system and all tools and tackles, all equipments to installation of the same as instructed , inclusive of all materials and labour complete etc. As directed by engineer incharge. |
| 22 | Grid CeilingProviding & Fixing of Armstrong Mineral Fibre Acoustical Suspended Ceiling System with Dune (Bevelled Tegular) Edge Tiles With Armstrong 15mm Exposed GRID, Dune Suprema RH 99.The tiles should have Humidity Resistance (RH) of 99%, NRC 0.5, Light Reflectance ≥85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module size of 600 x 600 x 16mm , suitable for Green Building application, with Recycled content of 32%. The tile shall be laid on Armstrong Silhouette profile grid system with 15mm white flanges incorporating a 6mm central reveal in white/black colour and with a web height of 45mm and a load carrying capacity of minimum 15.68 Kgs/M2 & minimum pull out strength of 100 Kgs.. Silhouette, Main Runners & Cross Tees to have mitred ends & “birdsmouth” notches to provide mitred cruciform junctions. The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system of Armstrong make.The Tile & Grid system used together should carry a 30 year warranty. INSTALLATION: To comprise main runner spaced at 1200mm centres securely fixed to the structural soffit using Armstrong suspension system (specifications below) at 1200mm maximum centre. The First/Last Armstrong suspension system at the end of each main runner should not be greater than 450mm from the adjacent wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm centre to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees.Perimeter trim to be Armstrong wall angles of size 3000x19x19mm, secured to walls at 450 mm maximum centres.ARMSTRONG SUSPENSION SYSTEM accessories manufactured and supplied by Armstrong World Industries consisting of M6 Anchor Fasteners with Vertical Hangers made of Galvanised steel of size 26 x 26 x 25 x 1.2mm with a Galvanised Thickness of 80gsm, A pre Straightened Hanger wire of dia – 2.5 mm of 1.8 m length., thickness of 80gsm and a tensile strength of 344-413 MPa, along with Adjustable hook clips of 0.8mm thick, galvanised spring steel for 2.68 mm with a minimum pull strength of 110 kg. The adjustable clip also consists of a 3.5 mm aquiline wire to be used with the main runner. |
| 23 | Providing and fixing of Aluminium Composite Panel (ACP) 4 sided having 50 x 25 x 1.50mm frame work vertical and horizontals out of specially designed extruded sections withstand wind pressure of 180 Kg/sq.m and fabricated fixed at all level elevation and heights. The extruded section cutting and fixing required space extruded section shall be of6063 and alloy of BSH 9 confirming T is – 63400 rate shall included to fix the main frame with necessary clamps, fasteners, bolt nuts etc. The main frame of extruded section shall be of 22843 & 22739 (H9) grade conforming to BS 4174 (or) IS 8147. Rate shall included 4mm thick ACP sheet (0.25 + 3.5 + 0.25) alstrong or equivalent fixing with spacer tape and the ACP sheet bounded with special type structural sealant of dow corning 789 or equivalent in dust free conditions the gaps between ACP sheet to be filed with whether sealant and backer rod or 12mm foam sheet to ensure water and air tightness in all complete complying with standard specification as directed by the departmental officer |
| 24 | Dismantling Reinforced Cement Concrete, clearing away and carefully stacking materials useful for re-use as directed by the Engineer incharge. Without causing any damages to the existing structure and clearing away from the site etc. complete in all respects. |
| 25 | Dismantling Plain Cement Concrete, clearing away and carefully stacking materials useful for re-use as directed by the Engineer incharge,without causing any damages to the existing structure and clearing away from the site etc. complete in respects. |
| 26 | Dismantling Brick / stone masonry in Cement mortar , clearing away and carefully stacking materials useful for re-use as directed by the Engineer incharge,without causing any damages to the existing structure and clearing away from the site etc. complete in all respects. |
| 27 | Dismantling of Wall Granite Dry Cladding, without causing any damages to the existing structure and clearing away from the site etc. complete in all respects. |
| 28 | Making hole for rebar in concrete / masonry surface to any dia and depth as required @ site by using HILTI make driller with HY150 chemical compound for inserting the reinforcement after drilling and air jet. Cleaning etc complete, at any level, etc complete. Rate shall include for all charges and preparation of surface, cutting of reinforcement cleaning the surface, staging, scaffolding and working platform, application of necessary chemical / foil as per manufactures specification with necessary tools and equipments, water and power, removal of debris from the site, tax component etc complete, as directed. |
| 29 | 16/ 20/ 25 MM Dia Rebar for the depth vary from 150 to 200 mm |
| 30 | Dismantling of Flooring tiles, clearing away and stacking the reusable materials as directed by the engineer incharge. |
| 31 | Dismantling of Structural Glazing |
| 32 | Shiting of existing fire hydrant external line ( out let ) with Fire hose reel box , inclusive of all materials and labour complete etc. As directed by engineer incharge. |
| 33 | Shiting of existing Dome Camera (external) in the rear side entrance of IT Tower buildig with all equipments to re installation of the same as instructed , inclusive of all materials and labour complete etc. As directed by engineer incharge. |
| 34 | Supplying, installation, testing & commissioning of 1496 Kgs or 22 Persons Gearless Elevator With machine Room Less on top conforming to latest lift act and modern lift with microprocesor including AC-VVVF controller in the existing lift well / shaft having minimum speed of 1.75 m/sec with a total travel of 49.5 mtrs, Ground floor plus 10 levels Elevator Type Passenger elevator PWIU22/18-19Product KONE U MonoSpace ElevatorNo of Units 1Load & Capacity 1496 kg or 22 personsSpeed 1.75 m/sStops & Openings 11 stops & 11 openings, Single entrance carTravel height 45 mElevator Grouping SimplexFull Collective ControlWell Dimension 2700 mm width and 2500 mm depth (required)Head Room height 4800 mm (required)Pit Height 2000 mm (required)MAP Floor Position Topmost floor (TOP)Car dimensions 1700 mm wide x 2000 mm deep x 2600 mm highDoor dimensions 1200 mm wide x 2400 mm internal heightDoor type Two-panel centre opening Panel 4Car design Midrange Basic SL10Car Panel Finish Moonrock textured StStHandrail Tube D38 (HR61) Silver brushed stainless steel (ST4) at Rear WallCeiling & Lighting Square spot, LED Stainless Steel Square Spot Light LEDFlooring 3 mm Pattern (PVC) CloudCar skirting material: Stainless steel Hairline AISI441Car Door Finish SS Moonrock TexturedInner surface of Car shall be of SS of hair line finish with SS(Grade 304) handrail and provision for 100kgs bearing. The landing door shall be scratch resistant / vandal proof with two hours fire rated (lift vendor to submit certificates for the fire rating) finish stainless steel. False ceiling should be SS hair line finish.Vendor to submit samples to ELCOT and Architects for review, selection and approvalThe lift shall be of excellent quality and shall have push buttons, intelligent group controls, floor announcement system, Gearless traction and other features as per detailed Technical specifications attached. The lift equipment will be installed in the machine room directly above the lift well. All the lift equipments,i/c car, car doors self levelling devices, control devices, indicators, landing doors, indicators, buffer ropes safety devices i/c all wiring connection, interconnection and all connected equipments shall be as per detailed Technical specifications. The rate shall include approval / obtaining completion certificate from the electrical / lift inspectorate of Government of Tamilnadu for installation and commissioning of lifts before handing over the entire installation of the lift. The rates are also inclusive, structural works required on account of addition head room height etc. The hooks provision based on lift vendors requirement will be provided by the Client through the Civil vendor 4Way VTPN DB with MCCB |
| 35 | Supply, installation, testing & commissioning of double door Power distribution boards LIFT SUB DB conforming to the technical specifications for MCB DB's & comprising of the following. (LOC: As confirmed by Lift vendor) Incomer: 1No - 63A TPN MCCB with Front drive kitOutgoings: 1No : 63A TPN MPCB 3Nos : 25A DP MCB |
| 36 | Supply, wiring, testing & commissioning of light point wiring with 3 x 2.5 Sqmm PVC copper wire in 20mm MS electrical grade conduit with all standard accessories for lift shaft lights & 6/16A 3pin sockets in the lift shaft as surface conduit wiring for lift well lighting. (Lift shaft lighting and socket to be controlled by SP MCB in the lift lighting DB) |
| 37 | Supply & fixing bulk head fittings complete with holder etc. suitable to house 10W LED at lift shafts neatly fixed. Similar to philips cat. No. WT202W LED10S CW PSU S2 PC. |
| 38 | Supply, laying, testing & commissioning of the following sizes of 1.1KV grade Copper Conductor armoured power cables Insulation of XLPE above 25Sqmm and Class A PVC below 25Sqmm laid on trays, ceilings, walls trenches, ground etc., with necessary clamps, cable ties, fasteners, identification tags, cable marking as required. Cost of sand, bricks, excavation should not be included in the rate quoted & measured separately.4C X 16 sqmm YWY |
| 39 | Supply & end termination of following CU armoured power cables with necessary double compression brass glands,CU. terminal sockets, insulation tapes, fasteners, earthing clips & connecting the clip to main earth bus with suitable bare copper wire complete accessories as required 4C X 16 sqmm YWY |
| 40 | Supply & erection of 100mm dia Cast Iron earth electrode of10' length buried in ground as per IS with necessary connecting clamps, watering arrangement &fasteners etc. The pit shall be filled with alternate layers of salt &charcoal. The rates shall include excavation of the pit, construction of masonry chamber, providing heavy duty concrete cast slab, painting & making etc.,& as per the technical specification. |
| 41 | Supply & laying of following size Copper Flats and Wires with necessary supports and fasteners etc. |
| 42 | 25x3mm Copper flat |
| 43 | No.8 SWG Copper wire for DB |
| 44 | Supply, fixing, testing & Commissioning of following items in suitable Metal enclosure wall mounted type for local isolation of machines 63A FP 100mA ELCB Luminaires Technical specification for light fixture:-The light fittings and their associated accessories such as LED/lamps / tubes, reflector, housings, ballasts/Drivers etc. shall comply with the latest applicable standards.IS 3646: Code of practice for interior illumination. All luminaries should be LM79 & LM80All surfaces of the fittings shall be thoroughly cleaned and degreased. The fittings shall be free from scale, rust, sharp edges and burrs. The housing shall be stove-enamelled / epoxy stove-enamelled / vitreous enamelled or anodised as indicated under various types of fitting. Pressure die–cast aluminium housing, aesthetically designed with corrosion resistant powder coated body for heat dissipiation. Injection molded PC diffuser for better light transmission and to avoid the POT hole effect.It has got lumen maintenance of L70@ 50,000 burning hours. Universal voltage driver from 100v to 270V/60HZ with mis-wiring protection. Nominal power factor of >0.95, driver efficiency greater than 85% and THD-<15%. Low depth dimension of 80mm to support the lesser mounting height of ceiling with AC ducts.For LED light fittings, the complete luminaire should have a warranty for 5 years which includes the housing + LED + Driver Conformance Standards for LED lamps: LM80 compliance certificate to be adhered by the LED manufacturer. LED data sheet should comprise of lumen output, junction temperature, pad temperature, thermal resistance, and LED drive current. The luminaire shall conform to IEC 60598 or equivalent standard and the driver should comply with IEC 61347-2-13, IEC 61547, CISPR-15, IEC 62124 and IEC 62384. Luminaire should be tested as per BIS 10322 standards and following Test Reports should be submitted: Heat Resistance Test, Thermal Test, Ingress Protection Test, Drop Test,Vibration Test, Electrical / Insulation Resistance Test, Endurance Test, Humidity Test, Photometry Test (LM 79 Report), Electronics Test. |
| 45 | Supply, Testing & Commissioning of IP40 from front recess round LED downlighter compatible with system wattage not more than 10W and luminaire lumens not less than 1200 lumens. The system efficacy shall be > 120 lm/W. The housing shall be die-cast aluminium with diffused optics with polycarbonate diffuser for better distribution of light. LED make: that satisfies IEC62471 Photobiological/RoHS Standards with and LED Efficacy of > 150lm/W, Colour Temperature-6500K or Higher with LED binning as per ANSI Bin C78.377A, 120Deg LED Beam Angle, CRI > 80, Life of LED as per L70 > 50000burning hours, Ambient temp-0 to 50DegC, Driver efficiency>85%, THD<10%, Power factor>0.95, Inbuilt Surge protection in CM ≥ 3KV, LED Driver with Voltage range 160-270V AC and Safety Extra Low Voltage Safe level<60V DC as per IEC standard, Electrical Safety with Class 1 Insulation. Driver shall be potted driver with three terminals of P,L,E and both driver and luminaire shall be BIS compliance. DN295B LED12S-6500 PSU WH S3 For Connecting Corridor - Ground to 10th Floor |
| 46 | Supply, Laying, Testing and Commissioning of 660/1100V grade FRLS PVC multistrand copper wires, including termination on both ends with copper lugs in existing Wire ways/Conduits/Flexible. |
| 47 | Supply & laying of 2runs 2.5sqmm with 1run 1.5sqmm.for earth FRLS PVC copper Multistrand wire inside 25mm dia GI conduit / metallic flexible conduit in wall/ ceiling with all accessories required from DB to Primary Lighting circuit main / Sub circuits/Emergency etc., |
| 48 | Supply & laying of 3runs 1.5sqmm FRLS Copper Multistrand wire inside suitable GI conduit / metallic flexible conduit with necessary accessories as required for secondary points from first light point to additional lights. |
| 49 | Supply & wiring with 2runs of 1.5sqmm FRLS copper conductor along with 1run 1.5sqmm for earth inside suitable GI Conduits from switch box to first point. (Including all accessories such as junction boxes, conduit bends elbows and ceiling rose, metal boxes, modular switch, front plate, along with all necessary fixing accessories like mounting screws etc) (ceiling). |
| 50 | Single light point controlled by a 6A SP switch |
| 51 | Two light point controlled by a 6A SP switch |
| 52 | Supply & laying of 3runs 1.5sqmm FRLS PVC copper Multistrand wire inside suitable GI conduit / metallic flexible conduit with necessary accessories as required for secondary points from first light point to additional lights. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 31 daysDec 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
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