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Tender Value
₹3.1 Cr
EMD Value
₹3.0 L
Closing Date
21 Jan 2026, 2:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER SEC
14 conditions · 3 needing a document upload
For works costing more than Rs.50 lakhs - The tenderer must have minimum average annual contractual turnover of V/N or 'V' which ever 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Similar nature of work - (D.2) : Construction of Bridge/ROB/RUB/Subway work/any bridge work involving execution of casting/launching of RCC/PSC slab/Girder/Box with open/well/pile foundation
38 conditions · 3 needing a document upload
Whether required test certificates/ samples, if any have been uploaded?
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society/ Registered Trust / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the requisite documents (including Power of Atorney, if opted) for constitution of their concern as per Cl.14 of GCC-Part-l and as per a) Clause 17 of GCC - Part-1, for JV b) Clause 18 of GCC - Part 1, for Partnership Firm
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, Contact Number (ii) Copy of PAN Card (iii) Copy of GSTIN card
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/ Contractor not having NEFT form may down load the empty NEFT form available in document site)
Submission of Annexure-V under Document Verification Certificate- As per Advance Correction Slip No.4 dt.07/08/2023 to GCC - 2022, the tenderers shall submit 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 in form of Annexure V. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Submission of Annexure-V(A) under Document Verification Certificate : In case of other than Company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case may be. Non-submission of the above Certificate (s) by the bidder shall result in summarily rejection of his/their bid.
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.
A) Yard rectification work at Sengottai Yard, includes track and bridge work B) Rebuilding of exg Br.no T18 UP & 1693 UP in MEJ-TEN/TN section.
MDU-W-21-2025-01~SR
MDU-W-21-2025-01
Open
Works - General
6 Months
Madurai, Tamil Nadu
₹0
₹3.0 L
21 Jan 2026
26 Dec 2025
7 Jan 2026
64 items across 6 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 62,94,982.35 | ||
| — | 167.00 | — | — | ||
| Leading and spreading out of class I/II rails of varying lengths/ TWS with CMS Crossings/Acute, Obtuse crossings/ Check rails and all other Pway materials available at various road approachable points/ LC/ Nominated locations by dip lorry/rail dolly/other means under line block or under traffic condition duly crosssing the tracks at various yards and distributing the same at site of work with a maximum lead of 500 metres including all lead and lift etc., complete and as directed by the Engineer in charge. | — | — | — | 1,33,608.35 | |
| — | 802.00 | — | — | ||
| "Leading the stone ballast stacked alongside the track with an average lead of upto 100m including dumping, spreading on the formation, boxing and sectioning to profile etc., in track at places and in quantities as directed by the Engineerin- charge with contractor's own labour, tools and plants etc., complete." | — | — | — | 1,57,192 | |
| — | 750.00 | — | — | ||
| "Extra for leading the stone ballast stacked alongside the track for every subsequent 100m or part thereof over 100m and upto 700m with all lead, lift & track crossing including dumping, spreading on the formation, boxing and sectioning to profile etc., in track at places and in quantities as directed by the Engineerin- charge with contractor's own labour, tools and plants etc., complete." | — | — | — | 32,250 | |
| — | 8.00 | — | — | ||
| Hiring of Tipper of capacity 6 cum for transporting the rubbish/ dunnage, debris, earth etc., of 10 hours per day and dumping away from the Rly. Premises including crews, consumable stores etc., complete with all lead and lift etc., complete and as directed by the Engineer-in-charge. | — | — | — | 5,760 | |
| — | 2.00 | — | — | ||
| "Fabrication and erection of point number boards in the specified station made of MS plate of size 500x300mm , 4mm thick, fixed to the angles of size 65x65x8mm (2 Nos.) of required length including fixing the same in CC foundation of size 80x30x30cm in 1:3:6 mix including earthwork and painting the entire steel work two coats over one coat of primer with approved quality and colour and writing the details of point number with all leads and lifts etc. complete and as directed. (All labour and materials including CEMENT by contractor) " | — | — | — | 3,600 | |
| — | 2.00 | — | — | ||
| Assisting by providing labour for UTV working on day of eight hours basis minimum eight skilled labour with UTV "for loading/ leading/ unloading of Pts & Xings rails/sleepers 52kg/60kg sleepers of all designs, Pway fittings and fastenings and as directed by the Engineer-in-charge | — | — | — | 5,400 | |
| — | 1.00 | — | — | ||
| Assisting S & T related work by attending joint work in points and crossing along with signaling department during urgent renewal of corroded/ worn out track components and adjustment of housing of stock and tongue rail works, renewal of stretcher bars, gauge tie plates, providing full compliments in switch portion etc with contractor's skilled blacksmith including assistants with all tools and equipments and as directed by the Engineer in charge under traffic/line block during day/night hours. | — | — | — | 2,000 | |
| — | 225.00 | — | — | ||
| Supply of grease - Graphited grease no.'O' conforming to specification No. IS 408 - 1981. The grease shall be supplied at the Senior Section Engineer / P.way depot. The rate is inclusive of transportation of the grease from the firm to the depot including loading, unloading and stacking neatly at countable manner. (All labour, tools and plants, transport vehicles along with crew, fuel and other consumable stores are to be supplied by the tenderer/ contractor only at his own cost) | — | — | — | 36,450 | |
| — | 1.00 | — | — | ||
| Supply of hard wooden blocks of size 0.750 m x 0.250 m x 0.250 m for laying of auxiliary track as directed by the Engineer-in-charge etc. complete with All labour, materials, tools and plants are to be supplied by the tenderer/contractor only at his own cost) | — | — | — | 15,000 | |
| — | 26.00 | — | — | ||
| Removing the traction bond from the exg. running rails during the TTR work duly loosening the bolts & nuts without damaging the traction bond, bolts and nuts and refixing the same by drilling 20mm dia hole in the web of the new running rails for fixing bolts & nuts including chamfering of holes,tightening the same with contractor's men, materials, tools & plants, consumables etc., complete and as directed by Engineer in charge. | — | — | — | 1,638 | |
| — | 45.00 | — | — | ||
| Providing and laying pitching with Pre-cast CC blocks of size 300x300x150 with graded granite stone aggregates upto 20mm size in 1:2:4 mix by the Contractor on slopes laid over prepared filter media including CC block toe wall at the toe of embankment as per drawings and technical specifications including curing, finishing, shuttering with contractor's labour, materials, tools and plant, machinery, lead, lift, track crossing if any, incidental charges, transportation charges (excluding cost of cement) complete and as directed by the engineer-in-charge. (filter media will be paid under the relevant item) cost includes manufacturing, supply & laying of Precast CC blocks | — | — | — | 3,93,750 | |
| — | 294.00 | — | — | ||
| Transporting of steel Ty.girder of overall length 20.5m to Drg no.BE.1228/84-BG or equivalent as a whole , splitting the girder in to 2/4 segments from the available location to work site including loading leading by suitable capacity trailler truck, unloading and assembling the girder and providing all fittings including labour, lead, lift, tools, and plants etc complete by contractors and as directed by Engineer in charge Initial lead of 20km | — | — | — | 8,82,000 | |
| — | 20836.00 | — | — | ||
| Extra over the above item (transport of TY.Girder) for additional lead of 1 km or part thereof over initial lead of 20 km | — | — | — | 83,344 | |
| — | 60.00 | — | — | ||
| Providing shoring for protecting the earth at Proposed site duly driving rails at specified intervals and Contractor's steel sheet supports as directed by the Engineer in charge. The rails have to be driven to adequate depth below ground level as shown in the drawing and as directed and welding etc.required with all lead and lift etc.complete. All labour and materials,lead,lift etc.by contractor except rails. Rails of available size and length will be supplied by railways,hire free at nearest depot on completion o fwork.Contractor have to hand over the rails to Depotat his own cost. | — | — | — | 1,86,000 | |
| — | 70.00 | — | — | ||
| Trucking out Railway's steel crib from the railway depot (with an average distance of 100 Km) to the proposed bridge site incontractor's road lorry including loading,unloading,stacking and leading back the steel cribs to the nearest depot after completion of the work as directed by the Engineer incharge. | — | — | — | 40,250 | |
| — | 52.00 | — | — | ||
| — | — | — | 11,440 | ||
| — | 1193.00 | — | — | ||
| During line block, Lifting and laying in position of Railway's precast RCC boxes / RCC base slabs available at site of work as per relevant drawings true to line, level and alignment without causing any damages during erection by using contractor's cranes with capacity should not be less than 150mt in case of chain mounted crawler crane and in case of tyre mounted road crane the capacity should not be less than 250 mt @ 7.0m radius with 15.0m boom length (or) by any other suitable approved means, duly cutting open the existing formation in all kinds of soil including cutting of soft and hard rock if any to the required dimensions, level and alignment using contractor's earth excavator and levelling the surfaces to provide levelling course separately, etc., including joining the RCC box segments with contractor's epoxy / cement pressure grouting to make the joints water tight and refilling the gap between sides of the RCC boxes and excavated portion of embankment / ground with excavated Railways's earth / stone boulders as per RDSO circular for transition system on approach of bridge duly spreading in layers (boulder supply paid seperately) and consolidated as specified and disposing off the balance excavated earth suitably for repair of cess of slope with in a lead of 30 metre as directed with all labour, joining materials, consumables, stores, tools and plant, transportation, insurance and hire charges for earth excavator, trailer, JCB, Tippers and Road cranes, temporary shoring, safety equipements including power generator with lighting arrangement, caution watchmen, | — | — | — | 42,94,800 |
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