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Tender Value
₹56.5 L
EMD Value
₹1.1 L
Closing Date
8 Jul 2026, 3:00 pmClosed
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 COMPRISING OF EXECUTION OF ROAD WAYS
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.
Repairs to damaged station approach area including road connected to L.C Gates inside Railway premises with all other ancillary works under Sr. Divisional Engineer/1/Sealdah.
TN-48-26-27
TN-48-26-27
Open
Works - General
6 Months
Kolkata, West Bengal
₹0
₹1.1 L
8 Jul 2026
12 Jun 2026
24 Jun 2026
68 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 5 | 326.68 | 1,633.4 |
| 2 | Beyond 5 km upto 10 km per km | cum- km | 5 | 23.16 | 115.8 |
| 3 | All kinds of soil. | cum | 90 | 260.3 | 23,427 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 30 | 196 | 5,880 |
| 5 | 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 | 20 | 700.5 | 14,010 |
| 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 | 5 | 8,340.85 | 41,704.25 |
| 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 | 7.5 | 7,878.5 | 59,088.75 |
| 8 | 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 | 6 | 7,294.7 | 43,768.2 |
| 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 | 4 | 9,045.75 | 36,183 |
| 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 | 5 | 10,852.95 | 54,264.75 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 20 | 392.15 | 7,843 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 15 | 927.25 | 13,908.75 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 15 | 736.4 | 11,046 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 8 | 961.3 | 7,690.4 |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 500 | 107.85 | 53,925 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1200 | 107.85 | 1,29,420 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 7,132.25 | 35,661.25 |
| 18 | With F.P.S.(non modular) bricks | cum | 25 | 9,299.9 | 2,32,497.5 |
| 19 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 50 | 1,123.8 | 56,190 |
| 20 | Fixed to steel windows by welding | Kg | 850 | 219.1 | 1,86,235 |
| 21 | Extruded section profile size 48x40 mm | Metre | 50 | 270.2 | 13,510 |
| 22 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 30 | 3,253.8 | 97,614 |
| 23 | 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 | 48 | 570.95 | 27,405.6 |
| 24 | 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 | 30 | 3,720.75 | 1,11,622.5 |
| 25 | 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 | 300 | 117.35 | 35,205 |
| 26 | 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 | 2000 | 133.7 | 2,67,400 |
| 27 | 110 mm diameter | Metre | 60 | 377.4 | 22,644 |
| 28 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 29 | 1:6 (1 cement: 6 fine sand) | Sqm | 860 | 333.35 | 2,86,681 |
| 30 | 1:3 (1 cement : 3 fine sand) | Sqm | 450 | 300.45 | 1,35,202.5 |
| 31 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 500 | 176.25 | 88,125 |
| 32 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 250 | 170.7 | 42,675 |
| 33 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1000 | 6.15 | 6,150 |
| 34 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 90 | 156.05 | 14,044.5 |
| 35 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 1000 | 75.8 | 75,800 |
| 36 | 3 mm thick | Sqm | 100 | 537.45 | 53,745 |
| 37 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 1 | 2,434.25 | 2,434.25 |
| 38 | In cement mortar | cum | 2 | 2,060.2 | 4,120.4 |
| 39 | bituminous road | Sqm | 150 | 428.5 | 64,275 |
| 40 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 750 | 54.65 | 40,987.5 |
| 41 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 80 | 1,046.95 | 83,756 |
| 42 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 3700 | 13.45 | 49,765 |
| 43 | On bituminous surface @ 0.25kg/sqm | Sqm | 6500 | 9.2 | 59,800 |
| 44 | With paving Asphalt grade VG - 30 with no solvent | Sqm | 6500 | 294.95 | 19,17,175 |
| 45 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 1750 | 505.65 | 8,84,887.5 |
| 46 | 25 mm thick | Sqm | 200 | 854.15 | 1,70,830 |
| 47 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 5300 | 88.55 | 4,69,315 |
| 48 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.. | Sqm | 1200 | 130.85 | 1,57,020 |
| 49 | New work (Two or more coats) | Sqm | 360 | 288.9 | 1,04,004 |
| 50 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 3 | 1,683.35 | 5,050.05 |
| 51 | Long pattern W.C. pan of size 580 mm | Each | 6 | 1,959.8 | 11,758.8 |
| 52 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 10 | 2,784.95 | 27,849.5 |
| 53 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 54 | 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 | 10 | 1,648.95 | 16,489.5 |
| 55 | 32 mm dia | Each | 12 | 119.55 | 1,434.6 |
| 56 | Rectangular shape 453x357 mm | Each | 12 | 1,361.8 | 16,341.6 |
| 57 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 10 | 122.4 | 1,224 |
| 58 | 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 | 10 | 708.95 | 7,089.5 |
| 59 | 15 mm dia nominal bore | Metre | 30 | 366.4 | 10,992 |
| 60 | 25 mm dia nominal bore | Metre | 25 | 551.7 | 13,792.5 |
| 61 | 40 mm dia nominal bore | Metre | 24 | 617.05 | 14,809.2 |
| 62 | 15 mm nominal bore | Each | 10 | 829.45 | 8,294.5 |
| 63 | 25 mm nominal bore | Each | 10 | 950.35 | 9,503.5 |
| 64 | 40 mm nominal bore | Each | 10 | 1,142.4 | 11,424 |
| 65 | 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 | 2000 | 11 | 22,000 |
| 66 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 125.6 | 1,256 |
| 67 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 9 | 118.5 | 1,066.5 |
| 68 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 5 | 208.45 | 1,042.25 |
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nit.pdf
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Annexure-B-LOC.pdf
ATTACHMENT
Cesscharge.pdf
ATTACHMENT
SHRAMIKKALYAN.pdf
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ComlCompliance-IVVVIVIIVIIIIXXI.pdf
ATTACHMENT
CheckList.pdf
ATTACHMENT
ANNEXURE-C-LOC2.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
ATTACHMENT
annexureVIBcontractualturnoverdata.pdf
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annexureVIABidsecurity.pdf
ATTACHMENT
Annexure--I_a_I_b_IIIII-TechComp.pdf
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tmtbarsdecontrolled.pdf
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Annexure-V_VA.pdf
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GCCACSUPRO_10.pdf
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TenderDocumentChapterI-II.pdf
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JPODIGGING.pdf
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LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
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GCCACS11.pdf.pdf
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