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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
2 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
BRIDGES
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.
F1: Any civil engineering work involving fabrication anderection of steel structure
22 conditions · 3 needing a document upload
Submission of Annexure-V under Document Verification Certificate- As per Advance Correction Slips 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.
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)
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 Attorney, if opted) for constitution of their concern as per clause 14 of GCC Part I and as per a) Clause 17 of GCC Part I, for JV b) Clause 18 of GCC Part I, for Partnership firm
All the instructions furnished in the Technical compliance/ Commercial Compliance/ Check-list/ Undertakings are only indicative and not exhaustive; The Tenderer shall read the GCC/Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
If the Tenderer(s) deliberately give(s) wrong information/ or create incorrect documents in his/their offer or create circumstances for the acceptance of his/their offer, the Railway reserves the right to reject such offer at any stage.
All terms and conditions in the tender documents are binding on the Tenderers
Railway reserves the right to accept or reject any or all the tenders and to award the work in whole or in part without assigning any reason.
Unreleased Bid Security, if any, held with the Railway Administration, shall not be adjusted towards the Bid Security to be remitted.
Bid Security shall be deposited either in cash through e-payment gateway or e-BG or submitted as Bank Guarantee bond from a scheduled bank of India or as mentioned in tender documents subject to exemptions provided under para5(1) (a) of Part-1 (ITT) of GCC.
In case of submission of Bid Security in the form of Bank Guarantee, the Original Bank Guarantee (other than e-BG) should be delivered in person to the Official nominated as indicated in the Tender document within 5 working days before the closing date of submission of bids.
MAS - GDR Section: Wimco nagar (WCN) (SG3)- Provision of 3m wide FOB with 3 Nos. of Lifts and ATVM under ADEN/East/MAS sub-division.
MAS25OF26141E~SR
MAS25OF26141E
Open
Works - General
9 Months
Chennai, Tamil Nadu
₹0
₹9.2 L
9 Oct 2026
9 Oct 2026
19 Oct 2026
162 items across 8 schedules · ₹4,42,17,196.71 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 | 566 | 494.1 | 2,79,660.6 |
| 2 | All kinds of soil | cum | 400 | 177.5 | 71,000 |
| 3 | Depth not exceeding 1.5 m | Sqm | 216 | 125.8 | 27,172.8 |
| 4 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 216 | 144.1 | 31,125.6 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 280 | 196 | 54,880 |
| 6 | All kinds of soil | cum | 190 | 126.8 | 24,092 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 190 | 2,123.75 | 4,03,512.5 |
| 8 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 21 | 9,212.6 | 1,93,464.6 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 197 | 392.15 | 77,253.55 |
| 10 | Stairs, (excluding landings) except spiral- staircases | Sqm | 130 | 764.95 | 99,443.5 |
| 11 | Encasing rolled steel sections, in beams and columns, with cement concrete 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) including centering and shuttering complete but , excluding cost of reinforcement. | cum | 29.5 | 16,089.4 | 4,74,637.3 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 104 | 9,504.75 | 9,88,494 |
| 13 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 59 | 10,162.35 | 5,99,578.65 |
| 14 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 4.5 | 6,295.15 | 28,328.18 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 9 | 9,344.35 | 84,099.15 |
| 16 | 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, including 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 | 1500 | 772.4 | 11,58,600 |
| 17 | Light shade pigment using white cement | Sqm | 295.06 | 1,402 | 4,13,674.12 |
| 18 | 110 mm diameter | Metre | 162 | 377.4 | 61,138.8 |
| 19 | 110 mm | Each | 12 | 136.15 | 1,633.8 |
| 20 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 360 | 738.65 | 2,65,914 |
| 21 | Ridges plain (500 - 600mm) | Metre | 91 | 532.35 | 48,443.85 |
| 22 | 1:4 (1 cement: 4 fine sand) | Sqm | 30 | 347.05 | 10,411.5 |
| 23 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 30 | 53.3 | 1,599 |
| 24 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 30 | 2,434.25 | 73,027.5 |
| 25 | 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 | 45 | 3,551.25 | 1,59,806.25 |
| 26 | In cement mortar | cum | 80 | 2,060.2 | 1,64,816 |
| 27 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 2400 | 5.65 | 13,560 |
| 28 | For thickness of tiles 10 mm to 25 mm | Sqm | 300 | 73.4 | 22,020 |
| 29 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 111 | 266.45 | 29,575.95 |
| 30 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre | 144 | 3,439.5 | 4,95,288 |
| Schedule total | ₹63,56,251.2 | ||||
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nit.pdf
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NEFTForm.pdf
ATTACHMENT
FORMATIONBUILDINGBRIDGEPWAYWORKSJULY2024_1.pdf
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ProcedureforLCModeofPayment.pdf
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ProcedureforMeasurementofworksbytheContractor.pdf
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GCCApril2022_compressed.pdf
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eTenderformApril2022.pdf
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specialconditionsofcontractfortrackworksDEC2025.pdf
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IRGCCACS1to11_compressed.pdf
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SNW20july2026.pdf
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MOVEMENTOFVEHICLESNEARRAILWAYTRACK.pdf
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Safetyinstructionformachineries-merged.pdf
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ACSNo.12-compressed.pdf
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