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Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
8 Sept 2026, 3:00 pm5d left
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/1
14 conditions · 3 needing a document upload
Item no 10.2 of GCC 2022: Financial Eligibility Criteria: 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. As per Clause 10.2 of Indian Railways Standard General Conditions of Contract'2022 with upto date correction slip. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE-I/CT/GCC-2022/Policy dated 14.07.2022]
SIMILAR NATURE OF WORK FOR THIS CONTRACT- ANY CIVIL ENGINEERING WORK vide PCE/ER/KKK letter No.W(6)Similar Nature of work/Loose Dtd.08.11.2023
21 conditions · 5 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.
Para 5(3) ii. Part I of GCC shall be read as under: 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] [Advance Correction Slip No.5 to Indian Railways Standard General Conditions of Contract, April 2022 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 20.10.2023].
The participating Bidder must submit self certificate [Annexure V & VA as applicable] duly downloaded from the link given in Submission of Document Verification Certificate or documents uploaded along with tender. [Advance Correction Slip No.3 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 26.04.2023 and Advance Correction Slip No.4 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 07.08.2023 ].
Maintenance period of contract - The Earnest Money/Bid Security deposited by the contractor will be converted into Security Deposit and will be refunded after six months of the date of completion of the work in all respect to the entire satisfaction of the Railway and on receipt of a certificate from the Assistant Engineer concerned.
All documents in support of fulfillment 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 submitted/ uploaded online in the website with scanned copy at the time of tender bidding with details showing in Annexure I, IV. 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. Eligibility of tenderers shall be decided solely of the basis of the documents submitted along with the tender offers and any subsequent document whatsoever submitted in this connection would not be given any cognizance for finalization of the tender.
Payment through Letter of Credit is applicable for this tender as per Railway Board's letter no 2017/ACII/9/10 Pt I dated 20.02.2018 & 2018/CE-I/CT/9 dt. 04.06.2018 (Annexure B & C attached).
INSTRUCTION TO BIDDERS: A] The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of his obligations or liabilities hereunder nor will it affect any rights of the railway there under. B] In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest Money Deposit [EMD], performance Guarantee [PG] and Security Deposit [SD] of contract forfeited and agency barred for doing business on entire Indian Railways for 5[five] years.
Shramik kalyan Contractor[s] are requested to get themselves registered on Railways Shramik kalian portal at www.shramikkalyan.indianrailways.gov.in after issuance of letter of acceptance.
Contractor(s)/ Bidders are requested to refer to Clause 46A of Indian Railways Standard General Conditions of Contract'2022 with up to date correction slip for Price Variation Clause (PVC) in works contract. Item no 46A.1 of GCC 2022: Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE- I/CT/GCC-2022/Policy dated 14.07.2022]
For further details related to 'Bid Security' Bidders are requested to please connect para no 23 of the tender documents.
Bidders are requested to refer to para no 9 of tender document [Para 41 & 42 of Part II Standard General Conditions of Contract for "Variations in extent of Contract" of GCC 2022]
In case Agency desires submission of Bid Security in the form of Bank Guarantee, then please refer to para no 23(3) of Instruction to Tenderers for e-tenders, chapter I for further guidance. [Clause 5.0 of Part I of GCC 2022]
Bidders may also upload any relevant document as deemed fit.
Belghoria- Replacement of existing Panel Interlocking System with new Electronic Interlocking System at Belghoria station.
TN-154-26-27~ER
TN-154-26-27
Open
Works - General
9 Months
Kolkata, West Bengal
₹0
₹2.2 L
14 Aug 2026
14 Aug 2026
25 Aug 2026
123 items across 2 schedules · ₹1,25,71,610.64 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 |
| 2 | All kinds of soil. | cum | 275 | 286.85 | 78,883.75 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 45 | 253.95 | 11,427.75 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 125 | 368.65 | 46,081.25 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 40 | 2,161.2 | 86,448 |
| 6 | All kinds of soil | Sqm | 1000 | 28.15 | 28,150 |
| 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 | 2500 | 14.5 | 36,250 |
| 8 | 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 | 15 | 7,783.65 | 1,16,754.75 |
| 9 | 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 | 20 | 7,365.15 | 1,47,303 |
| 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 | 35 | 8,364.2 | 2,92,747 |
| 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 | 10,185.05 | 5,09,252.5 |
| 12 | cum | 8 | 10,719.3 | 85,754.4 | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 125 | 307.95 | 38,493.75 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 250 | 766.55 | 1,91,637.5 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 175 | 608.35 | 1,06,461.25 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 125 | 804.25 | 1,00,531.25 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 8000 | 89.65 | 7,17,200 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12000 | 89.65 | 10,75,800 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 30 | 8,683.8 | 2,60,514 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 10,306.2 | 5,15,310 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 6,658.25 | 1,99,747.5 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 217 | 8,288.35 | 17,98,571.95 |
| 23 | Providing and fixing Ist quality ceramic glazed wall 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 | 125 | 1,063.45 | 1,32,931.25 |
| 24 | Sal wood | cum | .3 | 1,06,720.85 | 32,016.26 |
| 25 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 30 | 1,521.6 | 45,648 |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1500 | 197.7 | 2,96,550 |
| 27 | 100x75x3.50 mm | Each | 51 | 52.4 | 2,672.4 |
| 28 | 100X58X1.90 mm | Each | 25 | 86.15 | 2,153.75 |
| 29 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 10 | 856.3 | 8,563 |
| 30 | 300x16 mm | Each | 25 | 260.3 | 6,507.5 |
| 31 | 150x10 mm | Each | 25 | 75.55 | 1,888.75 |
| 32 | 125 mm | Each | 25 | 60.05 | 1,501.25 |
| 33 | Single rubber stopper | Each | 14 | 35.5 | 497 |
| 34 | 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 | 2500 | 111.95 | 2,79,875 |
| 35 | 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 | 10 | 9,397.35 | 93,973.5 |
| 36 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 6 | 4,781.15 | 28,686.9 |
| 37 | 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 | 500 | 733.3 | 3,66,650 |
| 38 | Acid and alkali resistant tile | Sqm | 50 | 1,515.45 | 75,772.5 |
| 39 | Acid and alkali resistant tile | Sqm | 25 | 1,637.7 | 40,942.5 |
| 40 | 25 mm thick | Sqm | 120 | 1,706.6 | 2,04,792 |
| 41 | 110 mm diameter | Metre | 45 | 319.75 | 14,388.75 |
| 42 | 110 mm | Each | 20 | 119.95 | 2,399 |
| 43 | 110x110x110 mm | Each | 20 | 205.45 | 4,109 |
| 44 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 45 | 110 mm Shoe | Each | 20 | 115.95 | 2,319 |
| 46 | 110 mm | Each | 20 | 309.5 | 6,190 |
| 47 | 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 | 20 | 47.9 | 958 |
| 48 | 1:6 (1 cement: 6 coarse sand) | Sqm | 550 | 294.35 | 1,61,892.5 |
| 49 | 1:6 (1 cement: 6 coarse sand) | Sqm | 700 | 339.1 | 2,37,370 |
| 50 | 1:3 (1 cement: 3 fine sand) | Sqm | 125 | 374.15 | 46,768.75 |
| 51 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 750 | 214.3 | 1,60,725 |
| 52 | Two or more coats on new work | Sqm | 500 | 92.75 | 46,375 |
| 53 | Water thinnable cement primer | Sqm | 1000 | 64.45 | 64,450 |
| 54 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 1000 | 166.85 | 1,66,850 |
| 55 | Two or more coats on new work | Sqm | 250 | 131.45 | 32,862.5 |
| 56 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 2500 | 5.05 | 12,625 |
| 57 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 58 | 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 | 3 | 2,928.1 | 8,784.3 |
| 59 | In cement mortar | cum | 5 | 1,698.45 | 8,492.25 |
| 60 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 125 | 1,011.2 | 1,26,400 |
| 61 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 5,540.55 | 16,621.65 |
| 62 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 5 | 7,752.6 | 38,763 |
| 63 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 6 | 1,404 | 8,424 |
| 64 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 3 | 1,500.05 | 4,500.15 |
| 65 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 3 | 299.35 | 898.05 |
| 66 | 10 litre capacity - White | Each | 8 | 1,023.05 | 8,184.4 |
| 67 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 4 | 1,382.3 | 5,529.2 |
| 68 | 32 mm dia | Each | 10 | 90.95 | 909.5 |
| 69 | Rectangular shape 453x357 mm | Each | 6 | 1,158.95 | 6,953.7 |
| 70 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 25 | 1,018.05 | 25,451.25 |
| 71 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 5 | 600.35 | 3,001.75 |
| 72 | 15 mm nominal dia Pipes | Metre | 50 | 255.9 | 12,795 |
| 73 | 20 mm nominal dia Pipes | Metre | 75 | 325.1 | 24,382.5 |
| 74 | 25 mm nominal dia Pipes | Metre | 120 | 408.55 | 49,026 |
| 75 | 40 mm nominal dia Pipes | Metre | 40 | 559.2 | 22,368 |
| 76 | 50 mm nominal dia Pipes | Metre | 25 | 811.85 | 20,296.25 |
| 77 | 15 mm dia nominal bore | Metre | 15 | 304.15 | 4,562.25 |
| 78 | 20 mm dia nominal bore | Metre | 12 | 373.35 | 4,480.2 |
| 79 | 25 mm dia nominal bore | Metre | 10 | 491.2 | 4,912 |
| 80 | 15 mm dia nominal bore | Metre | 35 | 267.5 | 9,362.5 |
| 81 | 20 mm dia nominal bore | Metre | 45 | 315.35 | 14,190.75 |
| 82 | 25 mm dia nominal bore | Metre | 50 | 417.95 | 20,897.5 |
| 83 | 25 mm nominal bore | Each | 8 | 532.35 | 4,258.8 |
| 84 | 40 mm nominal bore | Each | 3 | 707.3 | 2,121.9 |
| 85 | 50 mm nominal bore | Each | 2 | 878.25 | 1,756.5 |
| 86 | 25 mm nominal bore | Each | 3 | 399.15 | 1,197.45 |
| 87 | 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. | Litre | 5000 | 9.7 | 48,500 |
| 88 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 12 | 109.85 | 1,318.2 |
| 89 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 103.15 | 1,031.5 |
| 90 | 100 mm nominal dia | Each | 12 | 33.2 | 398.4 |
| 91 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 6 | 459.4 | 2,756.4 |
| 92 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 6 | 106.15 | 636.9 |
| 93 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 6 | 96.75 | 580.5 |
| 94 | Circular shape 500 mm internal diameter | Each | 3 | 1,056.65 | 3,169.95 |
| 95 | 500 mm dia piles | Metre | 1010 | 2,274.25 | 22,96,992.5 |
| 96 | Initial test (Test Load 2.5 times the Safe capacity) | Each Test | 1 | 57,531.3 | 57,531.3 |
| 97 | Routine test (Test Load 1.5 times the Safe capacity) | Each Test | 1 | 30,505 | 30,505 |
| 98 | Upto 50 tonne capacity pile | Each Test | 1 | 18,463.55 | 18,463.55 |
| 99 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. | Each Test | 50 | 982.55 | 49,127.5 |
| 100 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 125 | 433.95 | 54,243.75 |
| 101 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 125 | 531.8 | 66,475 |
| 102 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 30 | 1,019.8 | 30,594 |
| Schedule total | ₹1,21,80,309.41 | ||||
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