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Tender Value
₹60.6 Cr
EMD Value
₹1.2 Cr
Closing Date
8 May 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
24/04/2026 15:00
Lowest to Highest
90 days
Expenditure
Capital (M & P)
MECHANICAL
13 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 tenderer shall submit details of contractual payments received as per Annexure VI, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant /Certificate from Chartered Accountant duly supported by Audited Balance Sheets. Bid Capacity: The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-XI. No Technical and Financial credentials are required for tenders having value up to Rs.50 lakh. Tenderer Credentials: Documents testifying tenderer previous experience and financial status should be produced along with his / their tender. Tender(s) who is / are not borne on the approved list of the Contractors of Indian Railways/Northern Railway shall submit along with his / their tender: (i) Certificates and testimonials regarding contracting experience for the similar type of job for which tender is invited with list of works carried out in the past as per format attached at Annexure V. (ii) Certificates which may be an attested Certificate from the client, Audited Balance Sheet duly certified by the Chartered Accountant etc regarding contractual payments received in the past as per format attached at Annexure VI. (iii) A copy of certificate stating that they are not liable to be disqualified and all their statements/documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder is enclosed as Annexure-XII. Non submission of a copy of certificate by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify state and submit the supporting documents duly self-attested by which they/he are/is qualifying the Qualifying Criteria mentioned in the Tender Document. (iv) The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the Railway shall not relieve the bidder of its obligations or liabilities hereunder nor will it affect any rights of the Railway thereunder. (v)(a)In case of any information submitted by tenderer is found to be false forged or incorrect at any time during process for evaluation of tenders, it shall lead to forfeiture of the tender Earnest Money Deposit/ Bid security besides banning of business for a period of upto two years. (b) In case of any information submitted by tenderer is found to be false forged or incorrect after the award of contract, the contract shall be terminated. Earnest Money Deposit (EMD)/Bid security, Performance Guarantee and Security Deposit available with the railway shall be forfeited... as per tender document
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, Mechanical 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 (i) 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) This composite work will have Mechanical Component, Civil Component and Electrical Component as indicated below 'Similar nature of work' in Technical Eligibility Criteria detailed above is defined as works involving: (a) Mechanical Works - Mechanical Engineering works involving design, manufacture, supply, installation and commissioning and proving out of "CNC Under Floor Wheel Lathe" OR "CNC Portal Wheel Lathe" OR "CNC Surface Wheel Lathe" capable of undertaking the wheel profiling of wheelsets of Rolling Stock of Metro/Railway System. Track Gauge and Wheel Diameter may vary" (b) Civil Works - Civil Engineering works involving Construction of building and industrial shed with Pre- Engineered Building (PEB) including foundation. (c) Electrical works - Electrical works involving electrification of industrial sheds and buildings and supply and lying of LT/HT cables etc.
1 condition
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.
Supply, Installation and Commissioning (on turnkey basis) of CNC Under floor Wheel Lathe at Coaching Depot/Ayodhya Cantt and Coaching Depot/Prayagraj Sangam of LKO Division, CNC Portal Wheel Lathe at ROH Depot/Ambala and ROH Depot/Khanalampura of Ambala Division, CNC Surface Wheel Lathe at Mechanical Workshop/Amritsar and Wagon Care Centre/Tughlakabad
NR-2026-WT-CNCWheellathes
NR-2026-WT-CNCWheellathes
Open
Works - General
12 Months
Unknown (Unspecified Location)
₹0
₹1.2 Cr
8 May 2026
17 Apr 2026
24 Apr 2026
24 Apr 2026
501 items across 12 schedules · ₹8,40,72,422.54 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 1 | All kinds of soil. | cum | 635.5 | 286.85 | 1,82,293.18 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 224.66 | 253.95 | 57,052.41 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone- I I I ) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 71.1 | 6,833.4 | 4,85,854.74 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | — | — | — | — | |
| 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 | 37.1 | 10,185.05 | 3,77,865.36 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 893.6 | 307.95 | 2,75,184.12 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18711.5 | 89.65 | 16,77,485.98 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| 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 a n d w o r k a b i l i t y 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 7 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 286.79 | 8,683.8 | 24,90,427 |
| MASONRY WORK | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 8 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 112.17 | 6,658.25 | 7,46,855.9 |
| STEEL WORK | — | — | — | — | |
| Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. | — | — | — | — | |
| 9 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 50 | 3,008.8 | 1,50,440 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 10 | 1:6 (1 cement: 6 fine sand) | Sqm | 174.92 | 282 | 49,327.44 |
| Extra for plastering: | — | — | — | — | |
| 11 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 300 | 214.3 | 64,290 |
| Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 12 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 74.3 | 162.55 | 12,077.47 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with water proofing cement paint of required shade : | — | — | — | — | |
| 13 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1152.22 | 97.6 | 1,12,456.67 |
| ALUMINIUM WORK | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 14 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 408 | 433.95 | 1,77,051.6 |
| Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): | — | — | — | — | |
| 15 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 33.43 | 1,325.55 | 44,313.14 |
| Schedule total | ₹69,02,975.01 | ||||
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