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Tender Value
₹3.1 Cr
EMD Value
₹6.2 L
Closing Date
4 May 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 Improvement of Electric Loco Pit Flooring, Drainage ,Improvement of Area around Electric Loco Shed , Arrangement for toilet and Improvement of Drainage laying of Sewer Line for Electric loco shed, Improvement of Pathway and Drainage between Washing line 22&23, Repair of Toilet and Soak Pit at Different Location within Station Premises for Staff, Renovation of Boundary wall and offices of area near Emergency Gate near PF 20,East PWI and Yard Master office Renovation and Other allied works at Delhi Main Station and Repair to Damaged Platform surface from 1 to 16 at Various location suggested by Railway Engineer ,Supply and Fixing of RCC & Steel benches on Various Platform, New Water Booth and Water Cooler Structure, Repair to Damaged Railing Grill, Gauge Installation of Over Head Tank no. 1,2&3 , Repair to Under Ground Tank Periphery Fatehpuri Side, Repair to Offices of PWI East and West ,Yard Master Office, S&T hut, Relay Room at Various location within Station Premises in the section of SSE/W/DLI under ADEN/DLI.
NIT-07-2026-27-W-III
NIT-07-2026-27-W-III
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹6.2 L
4 May 2026
10 Apr 2026
20 Apr 2026
98 items across 2 schedules · ₹3,39,20,019.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 1200 | 411.3 | 4,93,560 |
| 2 | All kinds of soil | cum | 250 | 205.45 | 51,362.5 |
| 3 | 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) | cum | 250 | 7,365.15 | 18,41,287.5 |
| 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 | 100 | 7,783.65 | 7,78,365 |
| 5 | 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 | 100 | 8,364.2 | 8,36,420 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 500 | 307.95 | 1,53,975 |
| 7 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 300 | 669.55 | 2,00,865 |
| 8 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 11000 | 89.65 | 9,86,150 |
| 9 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 8,683.8 | 4,34,190 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 10,306.2 | 5,15,310 |
| 11 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 120 | 6,882 | 8,25,840 |
| 12 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 120 | 8,512.1 | 10,21,452 |
| 13 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 500 | 1,063.45 | 5,31,725 |
| 14 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 3,086.1 | 1,85,166 |
| 15 | On one side only | Sqm | 24 | 408.05 | 9,793.2 |
| 16 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 24 | 401.4 | 9,633.6 |
| 17 | 50x12 mm | Metre | 60 | 191.55 | 11,493 |
| 18 | 50 x 20 mm | Metre | 30 | 239.2 | 7,176 |
| 19 | 125x65x2.12 mm | Each | 36 | 48 | 1,728 |
| 20 | 100x58x1.90 mm | Each | 36 | 39.05 | 1,405.8 |
| 21 | 300x16 mm | Each | 12 | 180.55 | 2,166.6 |
| 22 | 250x16 mm | Each | 12 | 165.9 | 1,990.8 |
| 23 | 250x10 mm | Each | 12 | 74.65 | 895.8 |
| 24 | 200x10 mm | Each | 12 | 61.05 | 732.6 |
| 25 | 150x10 mm | Each | 8 | 53.05 | 424.4 |
| 26 | 300x20x6 mm | Each | 24 | 82.4 | 1,977.6 |
| 27 | 125 mm | Each | 16 | 35.2 | 563.2 |
| 28 | 150 mm | Each | 12 | 29.15 | 349.8 |
| 29 | Single rubber stopper | Each | 12 | 35.5 | 426 |
| 30 | Hot finished seamless type tubes | Kg | 2500 | 168.95 | 4,22,375 |
| 31 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 18500 | 142.3 | 26,32,550 |
| 32 | 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.). | Kg | 700 | 612.25 | 4,28,575 |
| 33 | 25 mm thick | Sqm | 100 | 1,706.6 | 1,70,660 |
| 34 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | Sqm | 350 | 1,142.8 | 3,99,980 |
| 35 | Size of Tile 500x500 mm | Sqm | 250 | 1,334.35 | 3,33,587.5 |
| 36 | 110 mm diameter | Metre | 450 | 319.75 | 1,43,887.5 |
| 37 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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. | Sqm | 1850 | 671.55 | 12,42,367.5 |
| 38 | 1:4 (1 cement: 4 fine sand) | Sqm | 1650 | 339.7 | 5,60,505 |
| 39 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2150 | 214.3 | 4,60,745 |
| 40 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 8000 | 158.95 | 12,71,600 |
| 41 | Two or more coats on new work | Sqm | 14500 | 131.45 | 19,06,025 |
| 42 | Two or more coats on new work | Sqm | 1750 | 115.1 | 2,01,425 |
| 43 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 35 | 2,007.1 | 70,248.5 |
| 44 | 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. | cum | 280 | 2,928.1 | 8,19,868 |
| 45 | For thickness of tiles 10 mm to 25 mm | Sqm | 320 | 60.5 | 19,360 |
| 46 | G.S. Sheet | Sqm | 350 | 136 | 47,600 |
| 47 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 950 | 45.05 | 42,797.5 |
| 48 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 100 | 48.15 | 4,815 |
| 49 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 525 | 623.8 | 3,27,495 |
| 50 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 100 | 951 | 95,100 |
| 51 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 450 | 8,277.55 | 37,24,897.5 |
| 52 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 5,781.35 | 28,906.75 |
| 53 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 5,540.55 | 27,702.75 |
| 54 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 5,268.85 | 52,688.5 |
| 55 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 1,913.75 | 19,137.5 |
| 56 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 20 | 16,100.4 | 3,22,008 |
| 57 | 15 mm dia nominal bore | Metre | 350 | 304.15 | 1,06,452.5 |
| 58 | 15 mm nominal bore | Each | 10 | 303.85 | 3,038.5 |
| 59 | 15 mm nominal bore | Each | 10 | 303.85 | 3,038.5 |
| 60 | 25 mm nominal bore | Each | 10 | 532.35 | 5,323.5 |
| 61 | 15 mm nominal bore | Each | 10 | 348.85 | 3,488.5 |
| 62 | 15 mm nominal bore | Each | 10 | 85.2 | 852 |
| 63 | 15 mm nominal bore | Each | 10 | 262.3 | 2,623 |
| 64 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Litre | 4000 | 9.7 | 38,800 |
| 65 | 15 mm nominal bore | Each | 10 | 708.4 | 7,084 |
| 66 | 250 mm diameter | Metre | 100 | 91.45 | 9,145 |
| 67 | 250 mm dia. R.C.C. pipe | Metre | 520 | 811.15 | 4,21,798 |
| 68 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 23 | 11,687.1 | 2,68,803.3 |
| 69 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 22 | 24,405.9 | 5,36,929.8 |
| Schedule total | ₹2,60,90,708.5 | ||||
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