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Tender Value
₹3.6 Cr
EMD Value
₹7.3 L
Closing Date
20 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
Above/Below/Par
SR.DEN/III
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: (a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity.(b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract.
Defination of Similar Work :- Any Civil work other than track work.
7 conditions · 1 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the all the conditions of the work site & all the financial implications due to the above conditions is deemed to be understood and taken care of while bidding the offer.
Repair and Renovation of existing old corroded metal color coated sheets valley gutters and associated coping works from PF No 16 to PF NO- 01 along with allied civil and finishing works for station building and PF at New Delhi Railway station and repair and renovation works of ladies, gents toilets at the holding area, first floor toilet of the station building including plumbing, sanitary, tilling and other allied civil and maintenance works at New Delhi railway station in the section of SSE/W/NDLS/Stn under ADEN/NDLS.
NIT-34-2026-27-W-III
NIT-34-2026-27-W-III
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹7.3 L
20 Aug 2026
29 Jul 2026
6 Aug 2026
66 items across 2 schedules · ₹4,00,59,102.85 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 100 | 217.16 | 21,716 |
| 2 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto km for all lifts, complete as per directions Engineer-in-charge. | cum 10 of | 600 | 411.3 | 2,46,780 |
| 3 | All kinds of soil | cum | 500 | 205.45 | 1,02,725 |
| 4 | 1:1.5:3 (1 Cement: 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 30 | 15,762.45 | 4,72,873.5 |
| 5 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 15 | 8,174.75 | 1,22,621.25 |
| 6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 5000 | 89.65 | 4,48,250 |
| 7 | Area of slab over 0.50 sqm | Sqm | 25 | 4,425.35 | 1,10,633.75 |
| 8 | Area of slab over 0.50 sqm | Sqm | 350 | 3,301.45 | 11,55,507.5 |
| 9 | Granite work | Metre | 55 | 418.85 | 23,036.75 |
| 10 | Metre etc. | 15 | 475.55 | 7,133.25 | |
| 11 | & Each | 50 | 808.15 | 40,407.5 | |
| 12 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by manufacturer), of approved make, in colours, shades except burgundy, bottle green, black of any size as approved Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with grey cement slurry @ 3.3kg sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm the all by and per | 550 | 1,063.45 | 5,84,897.5 |
| 13 | Designing, fabricating, testing, installing fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of building , for all heights and all levels including: (a) Structural analysis & design and preparation of shop drawings pressure equalisation or rain screen principle as required, proper drainage of water make it watertight including checking of the structural and functional design. Providing, fabricating and supplying fixing panels of aluminium composite panel cladding in pan shape in metalic colour 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 coated, with Kynar 500 based PVDF Lumiflon based fluoropolymer resin coating of approved colour and shade on face # and polymer (Service) coating on face # 2 specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / with Hot Dip Galvanised with serrations serrated washers to arrest the wind load movement, fasteners, SS 316 Pins anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform 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 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 performance characteristics all complete , per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by Engineer-in-Charge. However, for purpose of payment, only the actual area the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall measured in sqm. up to two decimal places. | and Sqm the etc. for to all (b) and of coil / 1 as MS and and as and the as the the on be | 390 | 4,474.2 | 17,44,938 |
| 14 | Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch Lock on back side of the Panic Latch reputed brand and manufacture to approved by the Engineer- in- charge, complete. | Each & of be all | 15 | 7,145.9 | 1,07,188.5 |
| 15 | Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side 35 x 60 mm on vertical sides having built rebate made out of 1.6 mm thick GI sheet Zinc coating not less than 120gm/Sqm) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall filled with mineral wool Insulation having density minimum 96Kg/cum . The frame have a provision of G.I. anchor fastners nos ( 5 each on vertical style & 4 horizontal style of size M10 x 80 ) suitable fixing in the opening along with factory made template for SS ball bearing hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with approved fire resistant primer or powder coating of not less than 30 micron in desired shade as per the directions of Engineer - charge . (Cost of SS ball bearing hinges excluded). | Metre & in ( be will 14 on for a in- is | 10 | 1,791.05 | 17,910.5 |
| 16 | Providing and fixing 60 mm thick glazed resistant door shutters of 120 minutes rating confirming to IS:3614 (Part II) EN1634-1:1999, tested and certified as laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/sqm) duly filled mineral wool insulation having density minimum kg/cum and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than micron etc all complete as per direction Engineer-in-charge (panelling to be paid seperately). | fire Sqm fire or per of 96 30 of for | 10 | 9,736.05 | 97,360.5 |
| 17 | Structural steel work riveted, bolted welded in built up sections, trusses framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | or Kg and | 9000 | 111.95 | 10,07,550 |
| 18 | Hot finished welded type tubes | Kg | 7200 | 154.9 | 11,15,280 |
| 19 | Electric resistance or induction butt welded tubes | Kg | 550 | 140.85 | 77,467.5 |
| 20 | 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, the top of the floor or the side of waist slab with suitable arrangement as per approval Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg , on of | 2100 | 612.25 | 12,85,725 |
| 21 | Size of Tile 600 x 1200 mm | Sqm | 1200 | 1,612.75 | 19,35,300 |
| 22 | Size of Tile 1000x1000 mm | Sqm | 1100 | 2,604.75 | 28,65,225 |
| 23 | Size of Tile 1000x1000 mm | Sqm | 250 | 146.6 | 36,650 |
| 24 | Providing and fixing Glass mossaic tiles finished plain wall surface of size 20 mm x mm x 4 mm in all colour, design , fixing customize design as per direction Engineer-in- Charge. The glass mosaic tiles be fixed on the wall surface with the help approved adhesive applied at the rate of kg per sqm and grouting of the same. rate is inclusive of all operation, material required pattern approved by Engineer-in- Charge: | on Sqm 20 in of to of 2.5 The and | 500 | 3,282.5 | 16,41,250 |
| 25 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 60 | 3,908.8 | 2,34,528 |
| 26 | 2 mm thick corrugated (2.5" or 4.2" or 6") step-down (2" or 3" or 6" ) as specified | or Sqm | 1600 | 1,179.25 | 18,86,800 |
| 27 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of microns minimum to avoid scratches during transportation and should be supplied single length upto 12 metre or as desired Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of (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 shape wherever required. | Sqm of per the 25 in by size and | 6000 | 671.55 | 40,29,300 |
| 28 | Ridges plain (500 - 600mm) | Metre | 2800 | 450.6 | 12,61,680 |
| 29 | Gutter (600 mm over all girth) | Metre | 120 | 1,110.6 | 1,33,272 |
| 30 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness microns (minimum), including factory painted after bending. | Sqm G 60 | 70 | 1,591.7 | 1,11,419 |
| 31 | 1:4 (1 cement: 4 fine sand) | Sqm | 55 | 294.85 | 16,216.75 |
| 32 | 1:4 (1 cement: 4 fine sand) | Sqm | 55 | 339.7 | 18,683.5 |
| 33 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface prepare the surface even and smooth complete. | Sqm to | 3000 | 214.3 | 6,42,900 |
| 34 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat Special primer applied @ 0.75 ltr /10 sqm | Sqm of | 6800 | 158.95 | 10,80,860 |
| 35 | Providing and applying white cement based putty of average thickness 1 mm, approved brand and manufacturer, over plastered wall surface to prepare the surface even and smooth complete. | Sqm of the | 2500 | 123.85 | 3,09,625 |
| 36 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall stiffened with bracings, runners, connection with the building etc wherever required inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area the scaffolding shall be measured payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm mm & a be for of for | 550 | 285 | 1,56,750 |
| 37 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per direction of Engineer-in-charge. | Each the | 700 | 89.45 | 62,615 |
| 38 | Nominal concrete 1:3:6 or richer mix equivalent design mix) | (i/c cum | 25 | 2,007.1 | 50,177.5 |
| 39 | Demolishing R.C.C. work manually/ mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction Engineer - in- charge. | by cum of | 120 | 2,928.1 | 3,51,372 |
| 40 | For thickness of tiles 10 mm to 25 mm | Sqm | 15 | 60.5 | 907.5 |
| 41 | Overhead informatory road signage | Sqm | 55 | 5,609.55 | 3,08,525.25 |
| 42 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming IS:15622 of approved make in all colours shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid 20mm thick base of cement mortar 1:4 cement : 4 coarse sand) in all shapes patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. | Sqm to and on (1 & | 190 | 1,719 | 3,26,610 |
| 43 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 15 | 5,781.35 | 86,720.25 |
| 44 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 5,540.55 | 83,108.25 |
| 45 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 500 | 5,268.85 | 26,34,425 |
| 46 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 15 | 2,275 | 34,125 |
| 47 | 32 mm dia | Each | 25 | 104.35 | 2,608.75 |
| 48 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 800 | 654.65 | 5,23,720 |
| 49 | 15 mm nominal bore | Each | 25 | 715.05 | 17,876.25 |
| 50 | 15 mm nominal bore | Each | 25 | 708.4 | 17,710 |
| 51 | 15 mm nominal bore | Each | 25 | 594.75 | 14,868.75 |
| 52 | 15mm nominal bore | Each | 25 | 500.35 | 12,508.75 |
| 53 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 466.3 | 93,260 |
| 54 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 25 | 1,325.55 | 33,138.75 |
| 55 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc.to be paid separately). | Sqm all | 130 | 4,540.7 | 5,90,291 |
| 56 | Upto 10 mm depth and 10 mm width | Metre | 30 | 177 | 5,310 |
| 57 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Reflectivity Index (SRI) of 105 on top concrete roof in three coats @10.76 litre/ sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry thickness of complete application/system less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in respect as per the direction of Engineer-in- Charge. | Sqm Sun of 10 in film not all | 3500 | 474.15 | 16,59,525 |
| Schedule total | ₹3,20,59,864.25 | ||||
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