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Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
3 Jun 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CIVIL
14 conditions · 3 needing a document upload
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. 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 Works.
18 conditions · 4 needing a document upload
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. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure Description 1. Annexure-I(a) Details of the Works Completed by the Tenderer during the last seven years to be filled & submitted as per Annexure-I(a). 2. Annexure-I(b) Details of contractual payment received by the Tenderer during the last 3 (three) financial years including the current financial year to be filled & submitted in Annexure-I(b). 3 Annexure-II Details of Plants and Machinery with the Tenderer to be filled & submitted as per Annexure- II. 4 Annexure-III Details of Personnel and Organization of the Tenderer to be filled & submitted as per Annexure-III. 5 Annexure-IV Details of Works Presently on hand of the Tenderer to be filled & submitted as per Annexure- IV. 6 Annexure-V Details regarding Association of Railway Officer(s) with the tenderer to be filled & submitted as per Annexure- V. 7 Annexure-VI List of the Arbitration Cases of the Tenderer during last five years to be filled & submitted as per Annexure-VI. 8 Annexure-VII List of the Court Cases of the Tenderer during last Five years to be filled & submitted in Annexure- VII. 9 Annexure- VIII NEFT MANDATE FORM. All Payments to the agency (including the refund of the Bid Security 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. 10 Annexure-IX GST COMPLAINT INVOICE : To be filled & submitted as per Annexure-IX. 11 Annexure-X FORMAT FOR CERTIFICATE TO BE SUBMITTED / UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per Annexure-X. 12. Annexure-X(A)-This certificate is to be given by attorney/authorized signatory/each member of Partnership firm/Joint Venture (JV)/Hindu Undivided Family (HUF)/Limited Liability Partnership (LLP) etc. 13. Annexure-XI LETTER OF CREDIT: To be filled & submitted as per Annexure-XI. 14.Annexure-XII BID SECURITY: Bank Guarantee Bond from any scheduled commercial bank of India to be filled & submitted as per Annexure-XII. 15.Annexure-XIII Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) to be filled & submitted as per Annexure-XIII. 16. Annexure- XIV TENDER FORM (FIRST SHEET)- Tender Form (First Sheet) to be filled & submitted as per Annexure-XIV. 17.Annexure-XV TENDERER'S CREDENTIALS (BID CAPACITY) to be submitted as per Annexure-XV. (This annexure will be applicable, if tender having advertised value more than Rs 20 crore wherein eligibility criteria includes bid capacity)
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.
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT , etc. are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII,IX,XI, XII, XIII, XIV. 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.Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's.
Open tender for Extension of UP and DN loop lines at Kalubathan station yard in the jurisdiction of AEN/II/ASN under Sr.DEN/I/ASN.
O-AC-T-23-26-27
O-AC-T-23-26-27
Open
Works - General
6 Months
Paschim Bardhaman, West Bengal
₹0
₹4.2 L
3 Jun 2026
7 May 2026
20 May 2026
41 items across 1 schedule · ₹2,63,08,670.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 500 | 271.45 | 1,35,725 |
| 2 | 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 | 50 | 411.3 | 20,565 |
| 3 | All kinds of soil | cum | 600 | 205.45 | 1,23,270 |
| 4 | All kinds of soil. | cum | 35 | 286.85 | 10,039.75 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 86 | 2,161.2 | 1,85,863.2 |
| 6 | All kinds of soil | Sqm | 4800 | 28.15 | 1,35,120 |
| 7 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 5000 | 14.5 | 72,500 |
| 8 | Beyond 30 cm girth upto and including 60 cm girth | Each | 50 | 439.25 | 21,962.5 |
| 9 | Beyond 60 cm girth upto and including 120 cm girth | Each | 40 | 1,957.15 | 78,286 |
| 10 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 280 | 7,365.15 | 20,62,242 |
| 11 | 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) | cum | 50 | 7,783.65 | 3,89,182.5 |
| 12 | 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) | cum | 220 | 8,364.2 | 18,40,124 |
| 13 | 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) | cum | 50 | 10,185.05 | 5,09,252.5 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 800 | 307.95 | 2,46,360 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 160 | 608.35 | 97,336 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 250 | 804.25 | 2,01,062.5 |
| 17 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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). | cum | 3 | 9,673.5 | 29,020.5 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 100800 | 89.65 | 90,36,720 |
| 19 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 500 | 89.65 | 44,825 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 8,683.8 | 8,68,380 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 160 | 10,306.2 | 16,48,992 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 180 | 6,882 | 12,38,760 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 6,658.25 | 1,99,747.5 |
| 24 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 5 | 837.85 | 4,189.25 |
| 25 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. | Sqm | 70 | 733.3 | 51,331 |
| 26 | 1:4 (1 cement: 4 fine sand) | Sqm | 650 | 294.85 | 1,91,652.5 |
| 27 | 1:6 (1 cement: 6 fine sand) | Sqm | 100 | 282 | 28,200 |
| 28 | 1:3 (1 cement: 3 fine sand) | Sqm | 1400 | 374.15 | 5,23,810 |
| 29 | 12 mm cement plaster | Sqm | 270 | 386.55 | 1,04,368.5 |
| 30 | Two or more coats on new work | Sqm | 150 | 131.45 | 19,717.5 |
| 31 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 50 | 2,007.1 | 1,00,355 |
| 32 | 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 | 61 | 2,928.1 | 1,78,614.1 |
| 33 | In cement mortar | cum | 55 | 1,698.45 | 93,414.75 |
| 34 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | 1000 | 27.55 | 27,550 |
| 35 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Sqm | 500 | 607.2 | 3,03,600 |
| 36 | On bituminous surface @ 0.25kg/sqm | Sqm | 1000 | 10.85 | 10,850 |
| 37 | With paving Asphalt grade VG - 30 with no solvent | Sqm | 1000 | 254.8 | 2,54,800 |
| 38 | 25 mm thick | Sqm | 6500 | 726.95 | 47,25,175 |
| 39 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 1000 | 79.85 | 79,850 |
| 40 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 50 | 7,756.4 | 3,87,820 |
| 41 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 10 | 2,803.65 | 28,036.5 |
| Schedule total | ₹2,63,08,670.05 | ||||
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GCC-2022_2.pdf
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