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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
₹3.4 Cr
EMD Value
₹6.7 L
Closing Date
4 Nov 2026, 2:00 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
90 days
Expenditure
Capital (Works)
Above/Below/Par
BRIDGE
14 conditions · 3 needing a document upload
For works amounting above Rs. 50 lakhs. :- 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 contract 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 requisite information as per Annexure XIII 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 FOR THIS TENDER WILL BE - Any civil Engineering work comprising of Repair or construction of Steel Girder Bridge
66 conditions · 6 needing a document upload
1. All documents in support of fulfilment of Technical Eligibility Criteria as per Para 17.1 and 18.15.1 of Chapter-I of the Tender Document. 2. All documents in support of fulfilment of Technical Eligibility Criteria as per Para 17.2 and 18.15.2 of Chapter-I of the Tender Document. 3. Bid capacity as per Para 17.3 and 18.15.3 of Chapter-I of the Tender Document. 4. Details of the Works Completed by the tenderer during the last seven years to be filled in Annexure-I(a). 5. Details of contractual payment received by the Tenderer during the last 3 (three) financial years including the current financial year to be filled in Annexure-I(b). 6. Details of Plants and Machinery with the tenderer to be filled in Annexure- II. 7. Details of Personnel and Organization of the Tenderer to be filled in Annexure-III. 8. Details of Works Presently on hand of the Tenderer to be filled in Annexure- IV. 9. Details regarding Association of Railway Officer(s) with the tenderer to be filled in Annexure- V. 10. List of the Arbitration Cases of the Tenderer during last five years to be filled in Annexure-VI. 11. List of the Court Cases of the Tenderer during last Five years to be filled in Annexure- VII. 12. NEFT MANDATE FORM. All Payments to the agency (including the refund of the Earnest Money of the unsuccessful bidder preferably)will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure-VIII 13. GST COMPLAINT INVOICE : To be filled as per Annexure-IX. 14. Certificate : Self declaration certificate as per format of certificate (Annexure-X). 15. LETTER OF CREDIT: To be filled as per Annexure-XI. 16. Bank Guarantee Bond from any schedule commercial bank of India: to be submitted as per Annexure-XII. 17. Each bidder or each member of JV must fill the format separately as per Annexure- XIII. 18. Tender document duly signed by the Tenderers/tenderer as per Annexure-XVI.
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT, GST complaint invoice, Letter of credit are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII, IX, X, XI, XII, XIII, XIV respectively. These Annexures are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.
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.
The following documents should be specified for submission along with tender
List of Personnel, Organisation available on hand and proposed to be engaged for the subject work.
List of Plant Machinery available on hand own and proposed to be inducted on hired to be given separately for the subject work.
List of works on hand indicating description of work, Contract Value and approximate value of balance work yet to be done and date of award.
The tenderers whether sole proprietor, a limited company or a partnership firm he/they should submit authentic proof in terms of partnership deed, proprietorship documents etc. along with the tender. If he/they want to act through agent or individual partners should submit a power of attorney duly stamped and authenticated by Notary Public or by Magistrate in favour of specific person whether he/she/they are partners of the firm or any other person specifically authorizing him/her name to submit the tender, sign the agreement, receive money, witness measurements, sign measurement books, compromise, settle, relinquish any claims, preferred by firm and also sign No Claim Certificate and refer all or any disputes arbitration.
Strengthening of existing side pathway and replacement of corroded /perforated members like M.S chequered plates by SS Antiskid chequered plates of gang way , side pathway ,man refuse and tolly refuse of Br. No.-12 UP, 20 UP, 51 A, 83 UP, 91 DN , 105 DN, 106 DN, 119 DN, 168 A, 169 , 171,171A, 173, 174 A, 179, 180 A ,215, 217 and 230 in BB Loop and provision of new path at Br. nos 2, 5, 6 in NH-BDC Section & TPKR Fly Over of Howrah Division.
W2_623_16_11_HWH_2026-27~ER
W2_623_16_11_HWH_2026-27
Open
Works - General
12 Months
Unknown (Unspecified Location)
₹0
₹6.7 L
13 Oct 2026
13 Oct 2026
21 Oct 2026
23 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 3,37,07,816.05 | ||
| — | 38.20 | — | — | ||
| "Supply, fabrication and erection of steel members to replace existing corroded members of built up section made up of MS plate, angles, channels of different thickness and sizes including painting with one coat of ready mix paint Zinc Chromate priming to IS:104 followed by one coat of ready mix paint red-oxide Zinc Chrome priming paint to IS:2074. Structural steel should conform to IS:2062 E250- Grade'B0'. Fabrication and erection to be as per existing design initially by bolts and nuts and finally by rivetting during the sanctioned traffic block.Rate includes cutting of new steel work, removal of rivets by drilling,dismantling of any existing members required for inserting fabricatedmembers, fixing of new fabricated built up members with all tools,plants, labour, consumables, machinery and accessories etc. Workwill be executed as per IRS:B 1-2001.Note: Painting shall be paid extra under relevant item." | — | — | — | 68,20,251.3 | |
| — | 2500.00 | — | — | ||
| "Metallizing of steel work of girders with sprayed aluminium aftersurface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS- B1-2001.Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns." For maintenance work under running traffic | — | — | — | 24,60,625 | |
| — | 2000.00 | — | — | ||
| "Surface preparation of steel work of bridge plate/composite girders by cleaning with scrappers and/or wire brushes to remove all rust and loose or perished paint to prepare perfectly clean & dry bare metal surface free from all dirt/foreign material & ready for initial coat of paint for new or existing steel girders. Rate includes cost of labour, consumables, brushes, tools & plants, ladders, scaffoldings, jhoola," Existing girders with old paints | — | — | — | 1,18,560 | |
| — | 2000.00 | — | — | ||
| "With one coat ready mix Zinc Chromate conforming to IS:104 withDFT of 25-30 Microns followed by one coat of Zinc Chromate redoxide conforming to IS:2074 DFT of 25 Microns" | — | — | — | 2,29,440 | |
| — | 2000.00 | — | — | ||
| "With two coats of Aluminium paint in dual containers conforming toIS:2339 with DFT of 15 - 20 Microns for each coat." | — | — | — | 1,90,140 | |
| — | 11000.00 | — | — | ||
| "Surface preparation of steel work of bridge triangulated girders by cleaning with scrappers and/or wire brushes to remove all rust and loose or perished paint to prepare perfectly clean & dry bare metal surface free from all dirt/foreign material & ready for initial coat of paint. Rate includes cost of labour, consumables, brushes, misc. tools and plants, ladders, scaffoldings, jhoola, hanging scaffolding, staging" Existing girders with old paints | — | — | — | 9,78,010 | |
| — | 11000.00 | — | — | ||
| "With one coat ready mix Zinc Chromate conforming to IS:104 withDFT of 25-30 Microns followed by one coat of Zinc Chromate redoxide conforming to IS:2074 DFT of 25 Microns" | — | — | — | 14,98,420 | |
| — | 11000.00 | — | — | ||
| "With two coats of Aluminium paint in dual containers conforming toIS:2339 with DFT of 15 - 20 Microns for each coat." | — | — | — | 12,82,160 | |
| — | 1000.00 | — | — | ||
| "Supplying and fixing HSFG bolts of any dia and any length withsuitable nuts including DTI washers conforming to IRS-B1-2001 forbridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete." | — | — | — | 2,29,030 | |
| — | 108479.20 | — | — | ||
| "Fixing Anti skid Stainless steel chequered plate Confirming to latest IS 6911, ISS Symbol 409 M, minimum 6 mm thick (Excluding bead height) with Flat bottom and top pattern confirming to IS:3502, 1A with bead height of minimum 0.8 mm including removal of existing chequered plate on existing bridge.Note: payment shall be made only as per weight of New Chequered Plate Fixed." | — | — | — | 1,92,48,549.25 | |
| — | 25.00 | — | — | ||
| Galvanisation of Railway's Chequered Plates, Channels, Plates, Angles, and I-Section by hot dip process with Zinc Coating and mass of Zinc coating shall not be less than 705 g/sqm and galvanisation thickness shall not be less than 100 microns including necessary surface preparation as per Clause-4 of IS:2629-1985. Galvanisation shall be done as per IS:2629-1985 and IS:4759-1996 with Zinc conforming to IS:209-1992, duly taking all the measures for safeguarding against embrittlement of hot-dip galvanised iron and steel products as per IS:6158-1984 with all contractor's labour, material, tools, plant, all lead, lift and crossing of tracks etc. complete and as directed by the Engineer in-charge. | — | — | — | 6,52,630.5 |
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GCC-2022-ACS10_merged_compressed.pdf
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ShramikKalyan.pdf
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SHRAMIKKALYAN.pdf
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TenderDocument_Final.pdf
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Approvedbrand_May_2026_compressed.pdf
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GCC2022CorrectionSlipNo11_compressed.pdf
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JPODIGGING.pdf
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Specialconditionofcontract_07.10.2026.pdf
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