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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹25.2 Cr
EMD Value
₹14.1 L
Closing Date
22 Jan 2026, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CE/CON/II
15 conditions · 4 needing a document upload
Submit the scanned copy (In PDF Form) of the documents as per the requirement of financial eligibility criteria of the tender [Refer para 2.3 of tender document {Para 2.3 for tenderer(s) participating as JV firm}]. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
Submit the scanned copy (In PDF Form) of the documents for evaluating the Bid Capacity (Please refer Clause 12.25 of 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.
Definition of Similar Work: 1. For Civil Engineering works (Rs. 16,61,27,772.91/-): "Any fabrication and erection work of steel structures in construction of Foot Over Bridges/ Workshops/ Sheds/ Platform Shelters/ Bridges/ Road Over Bridges". 2. For Mechanical Engineering works (Rs. 8,54,64,591@46"47@-): "Any work involving supply, erection and commissioning of M&Ps in Railway workshop/sheds/depots".
29 conditions · 14 needing a document upload
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.
Notes for all schedules: Standard Schedule of Rates (SSOR) Items: Any item of work carried out by the Contractor on the instructions of the Engineer which is not included in the accepted Bill(s) of Quantities but figures in the Standard Schedule of Rates (SSOR), shall be executed at the rates set forth in the "Standard Schedule of Rates (SSOR)" modified by the tender percentage as accepted in the contract for that chapter of Standard Schedule of Rates (SSOR). However, the cumulative value of all such extra item(s) together (modified by the respective tender percentage) shall not exceed 10 % of the original contract value.
Option of Payment through Letter of Credit (L.C.): Tenderer(s) may submit option for taking payment through Letter of Credit (L.C.). [Refer para 7.1 of tender document].
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as under: The conversion rate of US Dollars into Rupees shall be the daily representative exchange rates published by the Reserve Bank of India for the relevant date. Where, relevant date shall be as on the last day of month previous to the one in which tender is invited. In case of any other currency, the same shall first be converted to US Dollars as on the last day of month previous to the one in which tender is invited, and the amount so derived in US Dollars shall be converted into Rupees at the aforesaid rate. The conversion rate of such currencies shall be the daily representative exchange rates published by the International Monetary Fund for the relevant date.
Electronic Reverse Auction (eRA) is applicable in works tender valued more than Rs 50 crore in each case. [Refer para 7.2 of tender document].
Contract under EBR (IF): It is agreed by and between the parties that Railway shall continue to be held responsible for all obligations, risk and liabilities, whatsoever, arising out of or in connection with the Principal agreement and this novation agreement, whether during the progress of the work or after its completion. It is further agreed and understood by and between the parties that IRFC shall be the owner of assets, if any, arising out of execution of works as defined in the Principal Agreement, except the land whose ownership shall continue with Railway. Accordingly, the invoices shall be issued by capturing GSTIN of contractor (as the supplier) and GSTIN of IRFC (as bill to party). Also, the contractor shall submit the invoice, issued in the name of IRFC, to railway for processing payment by Railway to contractor subject to applicable TDS under the Income Tax, GST or any other applicable laws. It is further agreed by and between the Parties that IRFC shall be responsible to comply with Income Tax and GST laws in relation to filling of returns.
There are several changes in the tender document after the new GCC April 2022 is issued. Tenderer(s) are requested to go through the tender document & GCC carefully before the submission of the offer.
Clarification of Bids: To assist in the examination, evaluation & comparison and pre-qualification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
All General Instructions are available in the uploaded tender document.
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). Nominated officials are Dy CE/Con/Works & Stores/GRC, S. E. Railway, Kolkata-700043 and Dy CE/Con/Tatanagar, Office of the Dy CE/Con/Tatanagar, S. E. Railway.
Special conditions for Fabrication and erection work of steel structures: Fabrication and erection work of steel structures will be done as per IRS Specification for Fabrication and Erection of Steel Girder Bridges and Locomotive Turn-Tables (Fabrication Specification) Serial No. B1-2001 with latest correction slips upto date of closing of tender.
Special Condition:- Fabrication of steel structure are to be done under RDSO approved fabrication yard of RDSO approved vendor only.
Composite work for Extension of covered ROH shed and Sick line shed and construction of new service building with renovation of power supply arrangements including provision and commissioning of all Civil, Electrical, Mechanical, Telecom works for ROH shed Adityapur (Jharkhand) South Eastern Railway under jurisdiction of Dy CE(Con)/Tatanagar.
4562-GRC-CE-C-II-18-2025~SER
4562-GRC-CE-C-II-18-2025
Open
Works - General
24 Months
Unknown (Unspecified Location)
₹0
₹14.1 L
22 Jan 2026
30 Dec 2025
8 Jan 2026
366 items across 6 schedules · ₹8,54,64,591.34 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 11354 | 177.5 | 20,15,335 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 1941 | 2,123.75 | 41,22,198.75 |
| 3 | 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 | 75 | 7,878.5 | 5,90,887.5 |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 586 | 7,294.7 | 42,74,694.2 |
| 5 | Extra for concrete work in superstructure above floor V level for each four floors or part thereof by mechanical means. | cum | 18 | 169.45 | 3,050.1 |
| 6 | 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 | 14 | 9,045.75 | 1,26,640.5 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 4402 | 392.15 | 17,26,244.3 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 3075 | 927.25 | 28,51,293.75 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 3075 | 736.4 | 22,64,430 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 825 | 961.3 | 7,93,072.5 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 64933 | 107.85 | 70,03,024.05 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 31769 | 107.85 | 34,26,286.65 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1154 | 9,504.75 | 1,09,68,481.5 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 450 | 9,860.4 | 44,37,180 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 321 | 7,132.25 | 22,89,452.25 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 800 | 9,105.95 | 72,84,760 |
| 17 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 369 | 1,123.8 | 4,14,682.2 |
| 18 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 9000 | 238.35 | 21,45,150 |
| 19 | 300x16 mm | Each | 67 | 216.55 | 14,508.85 |
| 20 | 250x10 mm | Each | 68 | 83.9 | 5,705.2 |
| 21 | 125 mm | Each | 68 | 39.95 | 2,716.6 |
| 22 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 173 | 570.95 | 98,774.35 |
| 23 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 53 | 3,720.75 | 1,97,199.75 |
| 24 | 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. | Kg | 10666 | 117.35 | 12,51,655.1 |
| 25 | 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 | 492034 | 133.7 | 6,57,84,945.8 |
| 26 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 30 | 11,439.6 | 3,43,188 |
| 27 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 14 | 5,804.35 | 81,260.9 |
| 28 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1227 | 97.2 | 1,19,264.4 |
| 29 | Providing and fixing bolts including nuts and washers complete. | Kg | 4526 | 159.35 | 7,21,218.1 |
| 30 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 300 | 172.6 | 51,780 |
| 31 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 2840 | 978.45 | 27,78,798 |
| 32 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 405 | 1,096.55 | 4,44,102.75 |
| 33 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 466 | 1,112.7 | 5,18,518.2 |
| 34 | Size of Tile 600x600 mm | Sqm | 1737 | 1,553.45 | 26,98,342.65 |
| 35 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 105 | 3,071.05 | 3,22,460.25 |
| 36 | 75 mm diameter | Metre | 165 | 248.8 | 41,052 |
| 37 | 110 mm diameter | Metre | 1091 | 377.4 | 4,11,743.4 |
| 38 | 110x110x110 mm | Each | 37 | 221.35 | 8,189.95 |
| 39 | 110 mm bend | Each | 38 | 150.35 | 5,713.3 |
| 40 | 110 mm Shoe | Each | 37 | 131.85 | 4,878.45 |
| 41 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 38 | 54.7 | 2,078.6 |
| 42 | 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 | 7494 | 738.65 | 55,35,443.1 |
| 43 | Ridges plain (500 - 600mm) | Metre | 1269 | 532.35 | 6,75,552.15 |
| 44 | 1:6 (1 cement: 6 fine sand) | Sqm | 6000 | 333.35 | 20,00,100 |
| 45 | 1:4 (1 cement: 4 fine sand) | Sqm | 300 | 399.45 | 1,19,835 |
| 46 | 1:6 (1 cement: 6 fine sand) | Sqm | 4500 | 383 | 17,23,500 |
| 47 | 1:4 (1 cement: 4 fine sand) | Sqm | 150 | 471.35 | 70,702.5 |
| 48 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 10500 | 262.7 | 27,58,350 |
| 49 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 125 | 185.65 | 23,206.25 |
| 50 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 100 | 223.6 | 22,360 |
| 51 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 4500 | 171.1 | 7,69,950 |
| 52 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 6000 | 193.7 | 11,62,200 |
| 53 | Two or more coats on new work | Sqm | 165 | 155.9 | 25,723.5 |
| 54 | Two or more coats on new work | Sqm | 12647 | 146.8 | 18,56,579.6 |
| 55 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 100 | 2,434.25 | 2,43,425 |
| 56 | 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 | 200 | 3,551.25 | 7,10,250 |
| 57 | In cement mortar | cum | 300 | 2,060.2 | 6,18,060 |
| 58 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 24 | 6,767.4 | 1,62,417.6 |
| 59 | White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers | Each | 24 | 3,600.6 | 86,414.4 |
| 60 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 24 | 1,607.95 | 38,590.8 |
| 61 | Sand cast iron S&S as per IS: 3989 | Each | 30 | 1,996.5 | 59,895 |
| 62 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 160 | 545.75 | 87,320 |
| 63 | 15 mm dia nominal bore | Metre | 150 | 366.4 | 54,960 |
| 64 | 20 mm dia nominal bore | Metre | 150 | 437.3 | 65,595 |
| 65 | 25 mm dia nominal bore | Metre | 150 | 551.7 | 82,755 |
| 66 | 80 mm dia nominal bore | Metre | 300 | 1,041.7 | 3,12,510 |
| 67 | 15 mm nominal bore | Each | 48 | 353.25 | 16,956 |
| 68 | 150 mm diameter | Each | 12 | 222.35 | 2,668.2 |
| 69 | 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 | 20000 | 11 | 2,20,000 |
| 70 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 600 | 495.05 | 2,97,030 |
| 71 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 750 | 598.6 | 4,48,950 |
| 72 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 300 | 1,176.8 | 3,53,040 |
| 73 | 300 mm dia | Metre | 200 | 825.7 | 1,65,140 |
| 74 | 150 mm nominal size dia | Metre | 200 | 793.25 | 1,58,650 |
| 75 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 300 | 829.75 | 2,48,925 |
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