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Tender Value
₹5.3 Cr
EMD Value
₹10.5 L
Closing Date
31 Jul 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: Any Civil engg work involving fabrication and erection of steel structures.
34 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.
MNM-RMM section: Proposed construction of 3m wide Stainless steel FOB at Mandapam (MMM) station
MDU-W-10-2026-04
MDU-W-10-2026-04
Open
Works - General
9 Months
Madurai, Tamil Nadu
₹0
₹10.5 L
31 Jul 2026
9 Jul 2026
17 Jul 2026
27 items across 3 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 4,62,12,133.22 | ||
| — | 18.21 | — | — | ||
| 'Providing, hoisting and fixing precast reinforced cement concrete slabs using coarse aggregate and fine aggregate which 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 and workability without impairing the strength in slabs, including the cost of required centering, shuttering, cement, men, material, transporation, lifting, fixing in position etc.,as per instructions of engg in charge but, excluding the cost of reinforcement with Concrete of M30 grade with minimm cement content of 370 kg /cum | — | — | — | 1,95,884.97 | |
| — | 192.64 | — | — | ||
| Supply and erection of the formwork of specially profiled by high strength zinc coated steel decking with greater corrosion 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 necessary, complete and as per the direction of engineer-in-charge. | — | — | — | 5,77,920 | |
| — | 183.00 | — | — | ||
| Providing, fabricating, supplying and fixing Stainless Steel (SS) Laser-Cut Plates of AISI 304 grade (conforming to IS 6911 / ASTM A240) with approved design pattern, cut by CNC laser cutting process, free from burrs and sharp edges, including necessary edge finishing, grinding and polishing. Plates shall be fixed over existing / new MS or SS supporting frame using approved stainless steel bolts, anchor fasteners, or welding as directed by the Engineer-in-Charge. All SS plates shall be supplied with protective PVC film, removed after installation, and surface cleaned with SS finishing chemical. The work shall include cost of material, laser cutting, transportation, loading/unloading, handling, labour, lead, lift, scaffolding, wastage, installation, finishing and all incidentals complete in all respects as per drawings and technical specifications. Payment shall be made of final installed plate area, complete. | — | — | — | 21,57,204 | |
| — | 27782.00 | — | — | ||
| 'Supplying High strength Deformed stainless steel bars for concrete reinforcement gradeG ferritic - 410L (SS 550 conforming to IS:16651 -2017 including decoiling, straightening, cutting, bending, placing in position, binding with 1 mm diameter stainless steel binding wire etc. complete. Note: (i) Reinforcement, shall be measured inlength for different diameters used in the works and then paidas per standard weights as per IS16651. Wastages, Couplings, welded joints, space bars, and binding wire shall not be measured and cost of these items shall bedeemed to be included in the rates. | — | — | — | 52,23,016 | |
| — | 123.35 | — | — | ||
| — | 123.35 | — | — | ||
| — | — | — | 1,11,86,858.2 | ||
| — | 1.00 | — | — | ||
| Supply of Completion Drawing as per work done at site in Ao /A1 size in scale of 1:100 showing the details of Plan, Elevation, Longitudinal section and Cross section of completed bridge, The Completion Drawing to be prepared in auto CAD and supply in tracing paper in good quality tracing paper after checked by the SSE/Drg of this office along with site details signed by the Field SSE & ADEN. All men and materials & conveyance etc by the contractor. Payment will be made after getting approval of drawings from competent authority. | — | — | — | 5,250 | |
| — | — | — | Above/ 445309.25 Below/P | ||
| for | Breakup | details. | — |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
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nit.pdf
NIT
SRCivilworkspecialconditions.pdf
ATTACHMENT
Jointciruclaronsafetyworks.pdf
ATTACHMENT
Othersafetyrelatedinstructions.pdf
ATTACHMENT
InstructionstoworkingnearOHEareas.pdf
ATTACHMENT
GADofMMM.pdf
ATTACHMENT
specialconditionsofcontractmovementofVehicle.pdf
ATTACHMENT
TechnicalSpecificationofStainlessSteel.pdf
ATTACHMENT
SpecificationforweldingAnnexure-II.pdf
ATTACHMENT
SPECIFICATIONSFORSTAINLESSSTEELINREINFORCEMENTBARS.pdf
ATTACHMENT
RDSOGuidelines.pdf
ATTACHMENT
GCCApr2022withCorrectionSlip1to11.pdf
ATTACHMENT
RulesandRegulations-Aug2023.pdf
ATTACHMENT
BankGuaranteeBond-Modelform.pdf
ATTACHMENT
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