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Tender Value
₹19.1 Cr
EMD Value
₹38.2 L
Closing Date
13 Jul 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
JMP/CON
14 conditions · 2 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.[FOR COMPLETE DETAILS OF THE FINANCIAL ELIGIBILITY CRETIRIA FOR CONTRACT AMOUNT RECEIVED, PLEASE REFER CLAUSE 10.2 CHAPTER -II OF THE TENDER DOCUMENT]
Submit the scanned copy (In PDF form) of the documents for evaluating the Bid capacity(Please refer clause 10.3 & 17.15.3 of chapter-II of the Tender document)This is applicable in all works contract having tender value of Rs. 20.00 Crore and above. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
(a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b)(1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works,OHE works etc. and in the case of major bridges-substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven)years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or(iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised,legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. SIMILAR NATURE OF WORK FOR THIS TENDER AS DEFINED UNDER CLAUSE 10.1 OF TENDER FORM (SECOND SHEET) OF ANNEXURE-I OF CHAPTER-II OF TENDER DOCUMENT.
35 conditions · 4 needing a document upload
The Bid Security shall be deposited either in cash through e payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period. (3)In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: i. A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii. The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids). iii. Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. Other stipulations of Clause 5 of Chapter-II of Tender document shall be followed.
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.
All documents in support of fulfilment of eligibility criteria with respect to completion of Similar nature of work for Technical Eligibility Criteria and Total contract value for Financial Eligibility Criteria should be furnished along with the tender and should be submitted online at the time of tender bidding. Tenders not accompanied by documentary evidence in support of eligibility criteria will be summarily rejected. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railways may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted.
Construction of New Loco Trip Inspection Facility in Existing Washing Line at Bhagalpur and Capacity augmentation for air brake testing & Painting by extension of WRS-V towards South end in Workshop Jamalpur in the Jurisdiction of Dy. CE/Con/BGP.
BGP01OF2026-27
BGP01OF2026-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹38.2 L
13 Jul 2026
17 Jun 2026
29 Jun 2026
232 items across 6 schedules · ₹20,88,44,602.71 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Supplying, fitting, erecting & fixing in proper alignment as directed, UPVC pipes A-type and fittings conforming to IS: 13592-1992 of Brand supreme or similar make etc. with necessary connections or fastenings. The rate also includes making scaffolding, making holes to the existing walls or structures etc. and making good the damages including joining with jointing materials (Spun, Valamoid, Bitumen or M-Seal etc.) complete in all respect. (i) UPVC Pipe: 160mm dia | Metre | 200.00 | 660 | 1,32,000 |
| 2 | UPVC Bend 87.5 degree or as required: 160mm dia | Each | 40.00 | 402 | 16,080 |
| 3 | UPVC Shoe: 160mm dia | Each | 40.00 | 374 | 14,960 |
| 4 | Supply and installation or Erection of wind Driven Turbo Ventilators-make TVI or similar on the existing Roof made up of asbestos sheets/Corrugated G.I Sheets or Toughened Aluminum sheets at the shop floor roof height of 60'(feet) (approximately) with base made up of FRP or Polycarbonate with corrugation matching to existing roof sheet profile complete in all respect as per the technical features & specifications details shown in attached Annexure-A with contractor's men and material as per the direction of Engineer-in-charge. The rate should be inclusive of all taxes as applicable including all types of charges like packing, transportation, shifting of materials, loading, unloading, manpower, accommodation, storage, consumables & all other incidental expenses whatsoever required. The technical features & specifications details of Turbo Ventilators-make TVI or similar (1) Turbine Diameter 28 Inch (760mm). 2) Neck or Throat 24 Inch (610mm). 3) Height 18 Inch (460mm). 4) Vanes (Blades) 42 Vanes, Aluminum 0.5 mm thickness Alloy 8011. 5) Base Ring MOC (Mounting ring) Stainless steel. 6) Top plate MOC stainless steel 0.8 mm thickness. 7) Rotation Twin Sealed 6203ZZ bearings with self-lubricating DuPont Zytel 101L Polyamide 66 resin to ensure frictionless rotation even at lowest wind velocity. (8) Centre shaft 18mm high carbon steel zinc plated. 9) Inner Arms M.S. with electro zinc plating. (10) Outer Arms M.S. with electro zinc plating. 11) FRP or Polycarbonate base plate 2mm thick clear 1.020 mtr wide and 1.65mtr long matching your sheet profile. 12) Weight of the ventilator 6.5 kg. approx. 13) Center width 800mm + 5mm. 14) Dia of Bottom Ring 600mm + 15mm. 15) Number of Bearing 02 nos. 16) Bearing Type SKF-6001 ZZ & 6003 ZZ Permanently Lubricated & Sealed. 17) Rivets Aluminum Alloy with Washer. The rates of the spares and components will remain firm during the currency of the service agreement. | Numbers | 58.00 | 6,398 | 3,71,084 |
| 5 | Erecting & fixing crane rail 52Kg/90 R/60Kg in position to correct gauge level with MS clips as per approved drawing. The rate includes all labour, materials tools and plants and scaffolding as reuired to complete the work. The rates also includes painting of rails with two cats of Red-oxide over one coat of Red- oxide zinc chromate primer. The P.Way materials such as rail, fish plates and bolts & nuts will be supplied free by the railway. | Metre | 320.00 | 761 | 2,43,520 |
| 6 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and without applying a priming coat of approved steel primer all complete. | Kg | 120000.00 | 75 | 90,00,000 |
| 7 | "Supplying fabricating and erecting welded and or bolted and or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing excluding applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. "" " | Kg | 525000.00 | 115 | 6,03,75,000 |
| 8 | Steel work welded in built up sections or framed work, including cutting, hoisting, fixing in position and without applying a priming coat of approved steel primer using structural steel etc. as required. (i)In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 6000.00 | 80 | 4,80,000 |
| 9 | Supply of labour or Helpers for assistance to railway inspectors officers during inspection, supervision and measuremenrt of field work etc. as per instruction of Engineer - in - Charge or his representative. For safety related works, competency will be ensured by the inspector concerned. | Man- Days | 500.00 | 511 | 2,55,500 |
| 10 | Leading of heavy materials like 90R/52/60 kg rails (single/3 Rail panel), switches , Xing,PSC sleeper (wider/ordinary/Bridge sleeper & turnout) and all p.way materials etc by contractors own means of leading from road side to site of works or from side of running track to road side and one location along the new formation .During leading no materials shall be damaged lead upto 500m | MT | 400.00 | 396 | 1,58,400 |
| 11 | Shifting of materials as rails of any section, wooden or CI or Steel or concrete sleepers & all P.way fittings etc to the new position including picking up and stacking as per direction of site engineer within lead up to 60m with contractor's own labours, tools and plants, all lead, lift, ascend, crossing of tracks up to satisfaction of site engineer | MT | 150.00 | 325 | 48,750 |
| 12 | Grouting of MCI insert by epoxy resin with hardner quantity 840 Aerolite GU- 257 and quartz sand (all to be made by weight in the ratio of 1:2:7) respectively including making holes and in bed block of size 65 mm dia and 110 mm deep drying the holes with blow lamp with all labours, materials, tools and plants and other accessories as required to keep the MCI inserts in proper level and alignment as per direction of engineer at site. The rate is inclusive of supplying MCI inserts by the Contractor. | Numbers | 400.00 | 534 | 2,13,600 |
| 13 | Making leveling course on bed block 25 mm thick (Average) EPOXY resin mortar Hardner HY 840 Aradite GY 257 and quartz sand (All to be mixed by weight in the ratio 1:2:10 respectively in proper shape and size including chipping of concrete to make the surface of bed block rough, cleaning the same properly with wire brush, drying bed with blow lamp before putting epoxy mortar with all labours, materials, tools and plants as necessary to complete the work in all respect as per direction of engineer at site. No materials will be supplied by the Railway under this item. | Sqm | 15.00 | 17,795 | 2,66,925 |
| Schedule total | ₹7,15,75,819 | ||||
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