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Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
18 May 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 comprising of Installation of deep tubewell alongwith or without submersible pump.
15 conditions · 5 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)
Annual Contractual Turnover Data:- Each Bidder or each member of a JV must fill details of Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) in annexure-VIB form separately and submit the same with the offer followed by the guidelines as mentioned in this annexure. The format of Annexure-VIB is available in commercial compliance-Annexure in documents section of this tender.
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.
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.
Open tender for Provision of deep tube well along with ancillary work including DG set at Officers colony, Hospital colony and Divisional Railway Hospital at Asansol in the jurisdiction of AEN/HQ/ASN under Sr. DEN/1/ASN
O-AC-T-09-26-27
O-AC-T-09-26-27
Open
Works - General
6 Months
Paschim Bardhaman, West Bengal
₹0
₹2.2 L
18 May 2026
21 Apr 2026
4 May 2026
67 items across 1 schedule · ₹1,29,19,504.23 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 175 | 245.82 | 43,018.5 |
| 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 | 45 | 494.1 | 22,234.5 |
| 3 | All kinds of soil | cum | 195 | 177.5 | 34,612.5 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 23 | 2,123.75 | 48,846.25 |
| 5 | All kinds of soil | Sqm | 600 | 34.15 | 20,490 |
| 6 | 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) | cum | 12 | 8,340.85 | 1,00,090.2 |
| 7 | 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 | 25 | 7,878.5 | 1,96,962.5 |
| 8 | Foundations, footings, bases for columns | Sqm | 37 | 392.15 | 14,509.55 |
| 9 | 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 | 5.5 | 9,045.75 | 49,751.63 |
| 10 | 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 | 3.1 | 10,852.95 | 33,644.15 |
| 11 | cum | 4 | 11,505.5 | 46,022 | |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 15 | 392.15 | 5,882.25 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 16 | 736.4 | 11,782.4 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 24 | 961.3 | 23,071.2 |
| 15 | 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 | 1 | 10,585.9 | 10,585.9 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 870 | 107.85 | 93,829.5 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1200 | 107.85 | 1,29,420 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 5 | 7,370.65 | 36,853.25 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 21 | 7,132.25 | 1,49,777.25 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 22 | 9,344.35 | 2,05,575.7 |
| 21 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 105 | 905.05 | 95,030.25 |
| 22 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 18 | 1,150.5 | 20,709 |
| 23 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 150 | 238.35 | 35,752.5 |
| 24 | 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. | Kg | 330 | 133.7 | 44,121 |
| 25 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 250 | 172.6 | 43,150 |
| 26 | 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 Jamuna sand, with common burnt clay non modular bricks. | Sqm | 26 | 792.05 | 20,593.3 |
| 27 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 25 | 614.2 | 15,355 |
| 28 | 110 mm diameter | Metre | 30 | 377.4 | 11,322 |
| 29 | 110x110x110 mm | Each | 6 | 221.35 | 1,328.1 |
| 30 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 31 | 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 | 28 | 738.65 | 20,682.2 |
| 32 | 1:4 (1 cement: 4 fine sand) | Sqm | 300 | 347.05 | 1,04,115 |
| 33 | 1:6 (1 cement: 6 fine sand) | Sqm | 140 | 333.35 | 46,669 |
| 34 | 1:3 (1 cement: 3 fine sand) | Sqm | 150 | 439.25 | 65,887.5 |
| 35 | 1:4 (1 cement: 4 fine sand) | Sqm | 88 | 425.55 | 37,448.4 |
| 36 | New work (two or more coats) with a base coat of whiting | Sqm | 200 | 52.75 | 10,550 |
| 37 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1200 | 116.9 | 1,40,280 |
| 38 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 2 | 2,434.25 | 4,868.5 |
| 39 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 40 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 2575 | 316.25 | 8,14,343.75 |
| 41 | 20 mm nominal dia Pipes | Metre | 110 | 335 | 36,850 |
| 42 | 25 mm nominal dia Pipes | Metre | 130 | 401.55 | 52,201.5 |
| 43 | 20 mm nominal dia Pipes | Metre | 890 | 274.3 | 2,44,127 |
| 44 | 25 mm nominal dia Pipes | Metre | 90 | 355.4 | 31,986 |
| 45 | 40 mm nominal dia Pipes | Metre | 130 | 563.05 | 73,196.5 |
| 46 | 50 mm nominal dia Pipes | Metre | 1960 | 794.25 | 15,56,730 |
| 47 | 25 mm nominal bore | Each | 138 | 622.4 | 85,891.2 |
| 48 | 20 mm nominal bore | Each | 50 | 539.95 | 26,997.5 |
| 49 | 40 mm nominal bore | Each | 10 | 826.1 | 8,261 |
| 50 | 50 mm nominal bore | Each | 88 | 1,026.65 | 90,345.2 |
| 51 | 25 mm nominal bore | Each | 140 | 439.25 | 61,495 |
| 52 | 50 mm nominal bore | Each | 88 | 823.8 | 72,494.4 |
| 53 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 8000 | 11 | 88,000 |
| 54 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 125.6 | 6,280 |
| 55 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 30 | 118.5 | 3,555 |
| 56 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 95 | 523.8 | 49,761 |
| 57 | 300 mm dia | Metre | 1660 | 707.75 | 11,74,865 |
| 58 | 300 mm dia | Metre | 380 | 1,695.1 | 6,44,138 |
| 59 | 300 mm dia | Metre | 1190 | 825.7 | 9,82,583 |
| 60 | 300 mm dia | Metre | 380 | 1,870.6 | 7,10,828 |
| 61 | 200 mm nominal size dia | Metre | 2240 | 1,113.35 | 24,93,904 |
| 62 | 200 mm nominal size dia | Metre | 900 | 1,255.7 | 11,30,130 |
| 63 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 48 | 1,538.25 | 73,836 |
| 64 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 50 | 1,538.25 | 76,912.5 |
| 65 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 240 | 1,085.05 | 2,60,412 |
| 66 | 200 mm dia | Each | 24 | 321.15 | 7,707.6 |
| 67 | 200 mm clamp | Each | 24 | 2,293.65 | 55,047.6 |
| Schedule total | ₹1,29,19,504.23 | ||||
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