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Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
27 Jul 2026, 2:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
Above/Below/Par
OA/1
16 conditions · 4 needing a document upload
Financial Eligibility Criteria: Advance Correction Slip No. 1) Ref: 2022/ce- i/ct/gcc-2022/policy dated- 14.07.2022) A. Para 10.2., Part I of GCC shall be read as under: 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 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 under: Financial Eligibility Criteria: Advance Correction Slip No. 1) Ref: 2022/ce-i/ct/gcc-2022/policy dated- 14.07.2022) A. Para 10.2., Part I of GCC shall be read as under: 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 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 under: The tenderers shall submit requisite information as per Annexure-XIV (as per tender document & NIT), 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 works comprising of any steel bridge works including Foot Over Bridge.
16 conditions · 5 needing a document upload
A . Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. 1. The details of the works completed by the tenderer during the last Seven years to be filled in Annexure-I. 2. The details of Plants and Machinery with the tenderer to be filled in Annexure- II. 3. Details of Personnel and Organization of the Tenderer to be filled in Annexure-III. 4. Details of Works presently on hand of the Tenderer to be filled in Annexure- IV. 5. The details regarding Association of Railway Officer s with the tenderer to be filled in Annexure- V. 6. List of the Arbitration cases of the Tenderer during last Five years to be filled in Annexure-VI. 7. List of the Court cases of the Tenderer during last Five years to be filled in Annexure- VII. 8. 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. 9.Format for Certificate to be uploaded by Tenderer Along with the tender documents Annexure-IX and IX-A (As per GCC-2022 Annexure-V and V-A). 10. GST COMPLAINT INVOICE Annexure-X 11. LETTER OF CREDIT Annexure-XI, 12. Bid Capacity Declaration Annexure-XII.13. Bid Security declaration Annexure-XIII and 14. Annual Contractual Turnover Data Declaration Annexure-XIV (As per GCC-2022 Annexure-VI-B).
B . T h e tender offer complete in a l l respect and with all documents is t o b e submitted online by e-tendering process through the website www.ireps.gov.in before the closing time/date of this tender as mentioned in the NIT (Notice Inviting Tender). Tenderer can revise the bids any number of times till the closing time/date of the tender. No manual offers shall be accepted.
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII 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.
Strengthening and Repairing of FOB from BEQ, BLY (at HWH end), UPA, HMZ, KOG, SHE under AEN/LLH in the jurisdiction of Sr.DEN/1/HWH
139_2026-27
139_2026-27
Open
Works - General
6 Months
Howrah, West Bengal
₹0
₹2.3 L
27 Jul 2026
3 Jul 2026
13 Jul 2026
44 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 1,13,86,941.57 | ||
| — | 108.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // 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. | — | — | — | 3,45,181.5 | |
| — | 300.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. // For thickness of tiles 10 mm to 25 mm | — | — | — | 19,818 | |
| — | 400.00 | — | — | ||
| CARRIAGE OF MATERIALS // By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM // Lime, moorum, building rubbish // Cost of carriage including loading, unloading & stacking for first 50 metres | — | — | — | 81,784.8 | |
| — | 840.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: // G.S. Sheet | — | — | — | 1,24,702.2 | |
| — | 2000.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // 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. | — | — | — | 10,170 | |
| — | 4500.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Applying priming coat: // With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | — | — | — | 2,72,970 | |
| — | 4500.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Painting with aluminium paint of approved brand and manufacture to give an even shade: // One or more coats on old work | — | — | — | 3,88,800 | |
| — | 1800.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Painting with aluminium paint of approved brand and manufacture to give an even shade . // Two or more coats on new work | — | — | — | 2,37,816 | |
| — | 2550.00 | — | — | ||
| STEEL WORK // General // Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | — | — | — | 2,69,318.25 | |
| — | 22500.00 | — | — | ||
| STEEL WORK // General // Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | — | — | — | 27,07,425 | |
| — | 46000.00 | — | — | ||
| STEEL WORK // General // Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. // In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | — | — | — | 51,17,040 | |
| — | 6000.00 | — | — | ||
| STEEL WORK // General // Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | — | — | — | 5,24,880 | |
| — | 840.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // 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. | — | — | — | 5,58,419.4 | |
| — | 80.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised steel sheet roofing accessories 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 using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm) | — | — | — | 38,329.2 | |
| — | 160.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns | — | — | — | 56,469.6 | |
| — | 4.00 | — | — | ||
| FINISHING // CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT // 12 mm cement plaster finished with a floating coat of neat cement of mix : // 1:3 (1 cement: 3 fine sand) | — | — | — | 1,581.3 | |
| — | 8.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | — | — | — | 60,054.12 | |
| per | per | letter cm height | — | ||
| — | 15000.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Lettering with black Japan paint of approved brand and manufacture | — | — | — | 83,025 | |
| — | 510.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : // Old work (one or more coats) | — | — | — | 42,824.7 | |
| — | 60.00 | — | — | ||
| FINISHING // CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT // 12 mm cement plaster finished with a floating coat of neat cement of mix : // 1:4 (1 cement: 4 fine sand) | — | — | — | 22,979.7 | |
| — | 80.00 | — | — | ||
| ROAD WORK // MISCELLANEOUS // Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67- 2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). // Overhead informatory road signage | — | — | — | 4,23,352.8 |
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details.html
HTML
nit.pdf
NIT
Specialcondition139.pdf
ATTACHMENT
GCCACS14.07.2022-compressed.pdf
ATTACHMENT
CheckList_3.pdf
ATTACHMENT
JPOSTCables_1.pdf
ATTACHMENT
Annexure-X2.pdf
ATTACHMENT
NewAnnexure-IX-merged.pdf
ATTACHMENT
Annexure-XII_.pdf
ATTACHMENT
ColouredFinal_GCC_April-22_pdf_27.04.22_1.pdf
ATTACHMENT
LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
ATTACHMENT
Updatedtenderdocument_151.pdf
ATTACHMENT
Annexure-XI_11_2.pdf
ATTACHMENT
Annexure-XIV_1.pdf
ATTACHMENT
Annexure-IIIIII_3.pdf
ATTACHMENT
ACS11GCCWorks2026.pdf
ATTACHMENT
Annexure-IVVVIVIIVIII_2.pdf
ATTACHMENT
Annexure-XIII_1.pdf
ATTACHMENT
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