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Tender Value
Refer Docs
EMD Value
₹4.5 L
Closing Date
11 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
24 conditions · 6 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.
In case of more than one L/1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year upto the date of opening of the tender, may be selected for the award. Instructions with respect to bid capacity will follow.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote their rates considering the latest GST rate.
Rehabilitation and augmentation of electrical panel over Railway stations under the jurisdiction of Sealdah and Sonarpur.
TN-147-26-27~ER
TN-147-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹4.5 L
20 Aug 2026
20 Aug 2026
28 Aug 2026
85 items across 1 schedule · ₹2,64,04,959.17 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 | 456.99 | 411.3 | 1,87,959.99 |
| 2 | All kinds of soil. | cum | 2658.25 | 286.85 | 7,62,519.01 |
| 3 | Depth not exceeding 1.5 m | Sqm | 688.8 | 132.9 | 91,541.52 |
| 4 | 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 | 4476.67 | 253.95 | 11,36,850.35 |
| 5 | 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 | 2260 | 14.5 | 32,770 |
| 6 | 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 | 95.83 | 7,365.15 | 7,05,802.32 |
| 7 | 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 | 77.9 | 6,833.4 | 5,32,321.86 |
| 8 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 624 | 452.25 | 2,82,204 |
| 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 | 242.57 | 8,364.2 | 20,28,903.99 |
| 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 | 175.19 | 10,185.05 | 17,84,318.91 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 958.4 | 307.95 | 2,95,139.28 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 624 | 766.55 | 4,78,327.2 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 595.5 | 608.35 | 3,62,272.43 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 233.43 | 814.95 | 1,90,233.78 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18163.55 | 89.65 | 16,28,362.26 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 19891.57 | 89.65 | 17,83,279.25 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 161.52 | 6,658.25 | 10,75,440.54 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 449.57 | 8,288.35 | 37,26,193.51 |
| 19 | cum | 423.14 | 142 | 60,085.88 | |
| 20 | Marble work | Metre | 630 | 244.9 | 1,54,287 |
| 21 | Sal wood | cum | 1.39 | 1,06,720.85 | 1,48,341.98 |
| 22 | 30 mm thick shutters | Sqm | 74.27 | 2,333.5 | 1,73,309.05 |
| 23 | Fixed to steel windows by welding | Kg | 3230.2 | 181 | 5,84,666.2 |
| 24 | Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6mm thick for windows etc. including 62 x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 136.8 | 1,277.65 | 1,74,782.52 |
| 25 | 100x75x3.50 mm | Each | 93 | 52.4 | 4,873.2 |
| 26 | 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 | 31 | 856.3 | 26,545.3 |
| 27 | 300x16 mm | Each | 31 | 260.3 | 8,069.3 |
| 28 | 150x10 mm | Each | 31 | 75.55 | 2,342.05 |
| 29 | 125 mm | Each | 62 | 60.05 | 3,723.1 |
| 30 | Single rubber stopper | Each | 31 | 35.5 | 1,100.5 |
| 31 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm 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 2mm 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 | 68.6 | 702.6 | 48,198.36 |
| 32 | 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 | 25.2 | 3,496.75 | 88,118.1 |
| 33 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 78.12 | 4,781.15 | 3,73,503.44 |
| 34 | 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 | 1138.28 | 733.3 | 8,34,700.72 |
| 35 | Dark shade pigment using ordinary cement | Sqm | 280 | 983.95 | 2,75,506 |
| 36 | Acid and alkali resistant tile | Sqm | 204 | 1,515.45 | 3,09,151.8 |
| 37 | 25 mm thick | Sqm | 592.15 | 1,706.6 | 10,10,563.19 |
| 38 | 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 | 106.75 | 935.6 | 99,875.3 |
| 39 | 110 mm diameter | Metre | 692 | 319.75 | 2,21,267 |
| 40 | 110 mm | Each | 372 | 119.95 | 44,621.4 |
| 41 | 110 mm bend | Each | 124 | 132 | 16,368 |
| 42 | 110 mm Shoe | Each | 124 | 115.95 | 14,377.8 |
| 43 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1882.3 | 294.35 | 5,54,055.01 |
| 44 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1614.62 | 339.1 | 5,47,517.64 |
| 45 | 1:3 (1 cement: 3 fine sand) | Sqm | 562.8 | 374.15 | 2,10,571.62 |
| 46 | 1:3 (1 cement : 3 fine sand) | Sqm | 590 | 253.05 | 1,49,299.5 |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2624.62 | 214.3 | 5,62,456.07 |
| 48 | Two or more coats on new work | Sqm | 2624.62 | 92.75 | 2,43,433.51 |
| 49 | Water thinnable cement primer | Sqm | 2624.62 | 64.45 | 1,69,156.76 |
| 50 | 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 | 1882.3 | 166.85 | 3,14,061.76 |
| 51 | Two or more coats on new work | Sqm | 136.8 | 131.45 | 17,982.36 |
| 52 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 14 | 5,540.55 | 77,567.7 |
| 53 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 14 | 7,752.6 | 1,08,536.4 |
| 54 | 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 | 14 | 1,404 | 19,656 |
| 55 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 14 | 1,500.05 | 21,000.7 |
| 56 | 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 | 14 | 299.35 | 4,190.9 |
| 57 | 10 litre capacity - White | Each | 14 | 1,023.05 | 14,322.7 |
| 58 | 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 | 14 | 1,382.3 | 19,352.2 |
| 59 | 32 mm dia | Each | 14 | 90.95 | 1,273.3 |
| 60 | Rectangular shape 453x357 mm | Each | 14 | 1,158.95 | 16,225.3 |
| 61 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 210 | 1,018.05 | 2,13,790.5 |
| 62 | 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 | 14 | 600.35 | 8,404.9 |
| 63 | 20 mm nominal dia Pipes | Metre | 420 | 325.1 | 1,36,542 |
| 64 | 20 mm nominal dia Pipes | Metre | 210 | 275.25 | 57,802.5 |
| 65 | 40 mm nominal dia Pipes | Metre | 210 | 559.2 | 1,17,432 |
| 66 | 15 mm dia nominal bore | Metre | 210 | 304.15 | 63,871.5 |
| 67 | 20 mm dia nominal bore | Metre | 210 | 373.35 | 78,403.5 |
| 68 | 25 mm dia nominal bore | Metre | 210 | 491.2 | 1,03,152 |
| 69 | 15 mm dia nominal bore | Metre | 210 | 267.5 | 56,175 |
| 70 | 20 mm dia nominal bore | Metre | 210 | 315.35 | 66,223.5 |
| 71 | 25 mm dia nominal bore | Metre | 210 | 417.95 | 87,769.5 |
| 72 | 25 mm nominal bore | Each | 42 | 532.35 | 22,358.7 |
| 73 | 40 mm nominal bore | Each | 42 | 707.3 | 29,706.6 |
| 74 | 50 mm nominal bore | Each | 42 | 878.25 | 36,886.5 |
| 75 | 25 mm nominal bore | Each | 28 | 399.15 | 11,176.2 |
| 76 | 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 | 14000 | 9.7 | 1,35,800 |
| 77 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 70 | 109.85 | 7,689.5 |
| 78 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 56 | 103.15 | 5,776.4 |
| 79 | 100 mm nominal dia | Each | 56 | 33.2 | 1,859.2 |
| 80 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 56 | 459.4 | 25,726.4 |
| 81 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 28 | 106.15 | 2,972.2 |
| 82 | 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 | 42 | 96.75 | 4,063.5 |
| 83 | Circular shape 500 mm internal diameter | Each | 28 | 1,056.65 | 29,586.2 |
| 84 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 336 | 433.95 | 1,45,807.2 |
| 85 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 139.74 | 1,019.8 | 1,42,506.85 |
| Schedule total | ₹2,64,04,959.17 | ||||
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Annexure-B-LOC.pdf
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SHRAMIKKALYAN.pdf
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Cesscharge.pdf
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GCCACSUPRO-11IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_1111_compressed.pdf
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