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Tender Value
₹6.7 Cr
EMD Value
₹4.9 L
Closing Date
17 Dec 2025, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER E
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: Any civil Engineering work involving fabrication and erection of steel structures
33 conditions · 3 needing a document upload
Whether required test certificates/samples, if any have been uploaded?
1.Whether required documents fulfilling the eligibility (Technical & Financial) criteria and mandatory documents have been up loaded or not. . i.Annexure-V ii.Annexure-V-A iii.Annexure-VI-B iv.Submission of Audited Balance Sheets, duly certified by the Chartered Accountant alongwith Annexure-VI-B 2. whether test certificates/samples, if any, to be furnished.
The tenderer shall clearly specify whether the tender is submitted on his Own (Proprietary Fim) or on behalf of a Partnership Fim / Company / Joint Venture (JV) I 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-I, 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 (i) Copy of PAN card (iii) Copy of GSTIN card
A copy of NEFT fom 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 fomat of the certificate to be submitted by the bidder in fom of Annexure V. Non-sutbmission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid. 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 fim, 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 b e . 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.
Madurai Division - Provision of 6m wide Foot over Bridge at Dindigul junction under Amrit Station Scheme.
GS-MDU-2025-03~SR
GS-MDU-2025-03
Open
Works - General
8 Months
Madurai, Tamil Nadu
₹0
₹4.9 L
17 Dec 2025
24 Nov 2025
3 Dec 2025
21 items across 5 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 27,65,122.4 | ||
| — | 800.00 | — | — | ||
| Supply and erection of the formwork of specially profiled by high strength zinc coated steel decking with greater corrossion resistance and should set as a permanent formwork for a composite concrete slab, in its assembled state to be used as good and safe working platform as well as to support wet concrete. The sheet thickness of minimum 0.7mm for the span of 2.60m to 3.20m with greater and less deflection. The formwork should have good mechanical interlocking between steel and concrete, it should withstand shear and bearing stresses and satisfy all temporary supports wherever neccessary, complete and as per the direction of engieneer-in-charge. | — | — | — | 18,00,000 | |
| — | 40.00 | — | — | ||
| "Supplying and fixing protective screens of size 4.00 X 1.80m made out of steel conforming to IS-2062- 1984(GR-A) in three panels as shown in RDSO plan no. ETI/C/0068 mod ""H"" including fabricating steel structures conforming to IS 800-62 or its latest version and as follows (i) End panel of size 1.55x1.80m with three sides using MS angle of 35x35x6mm and the gap to be covered with 10G expanded metal of size 50x20mm by means of tack welding. (ii) Middle panel of size 0.90x1.80m with MS TEE of size 50x50x6mm at ends and MS angle 35x35x6mm at top and bottom and the gap to be covered with 16G, GI sheet fitted with 10mm dia GI bolts. (iii) Painting the screens with two coats of aluminium paint over one coat of zinc chromate primer followed by one coat of zinc chromate red oxide primer of approved quality. (iv) Fitting the screen by means of ""J"" bolts of size 10mm dia at 300mm centres in the over head structure to suit site conditions. (v) Complete all the works as shown in the plan and also as directed by the Engineer in- charge with all lead and lift. (all labour and materials by the contractor). | — | — | — | 7,00,000 | |
| — | 60.00 | — | — | ||
| Providing and fixing expanded metal 20mmX60mm strands 3.25mm wide and 1.6mm thick on angle iron flat iron frames including all incidental work complete. Cost of frames to be paid separately under relevant item | — | — | — | 45,161.4 | |
| — | 200.00 | — | — | ||
| "Fixing of Fibre Reinforced Plastic (FRP) insulation sheets in corrugated profile of 3mm thick with contractor's own FRP sheets to be fixed below the fabricated structural steel supports for casting the Bow string/ I- Girder/ PSC box girder duly transporting and fixing by insulated self tapping screws with the fabricated steel section such as MS angles, flats, channels etc. as per the relevant drawing to correct alignment etc. including cutting, drilling holes, welding etc. complete and as directed in LINE / POWER BLOCK. (All labour, materials including FRP sheets, tools and plants and other consumables by contractor) Note: After completion of the work, the above materials will be removed by the contractor and disposed off the same at his own cost. | — | — | — | 2,09,580 | |
| — | 5000.00 | — | — | ||
| Deduct if priming coat of approved steel primer is not applied over USSOR 2021 itemNo.041011 & 041370 operated under relevant Annexure | — | — | — | -2,34,350 | |
| — | 300.00 | — | — | ||
| Supply and installation of Cable tray of Size 300mmx50mm height using 50x50x6mm angles of perforated cable trays with perforation not more than 17.5%, thickness 1.6mm, fabricated out of Mild steel conforming to IS 2062(2011)/1079(2009) and Hot dip galvanized as per IS 2629(1985)/4759(1996) (galvanizing not less than 80 microns) in convenient sections, jointed with connectors complete and as desired by theEngineer-in charge at site. | — | — | — | 2,44,731 |
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