Loading
Loading…
Loading…
Tender Value
₹11.4 Cr
EMD Value
₹22.7 L
Closing Date
4 Aug 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
(PH-31)
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- EXECUTION OF ANY CIVIL ENGINEERING WORK
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.
Improvement of Naihati Yard by provision of track renewal works and drainage improvement system etc. with all other ancillary works under the jurisdiction of Assistant Engineer/Kanchrapara.
TN-122-26-27
TN-122-26-27
Open
Works - General
18 Months
Kolkata, West Bengal
₹0
₹22.7 L
9 Jul 2026
9 Jul 2026
21 Jul 2026
250 items across 3 schedules · ₹2,11,31,369.43 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 150 | 261.35 | 39,202.5 |
| 2 | Beyond 5 km upto 10 km per km | cum- km | 90 | 18.53 | 1,667.7 |
| 3 | All kinds of soil. | cum | 6100 | 260.3 | 15,87,830 |
| 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 | 2250 | 196 | 4,41,000 |
| 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 | 450 | 700.5 | 3,15,225 |
| 6 | 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 | 12000 | 17.6 | 2,11,200 |
| 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 | 420 | 7,878.5 | 33,08,970 |
| 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 | 690 | 7,294.7 | 50,33,343 |
| 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 | 680 | 9,045.75 | 61,51,110 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 8000 | 392.15 | 31,37,200 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 153000 | 107.85 | 1,65,01,050 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10500 | 107.85 | 11,32,425 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 790 | 9,504.75 | 75,08,752.5 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 75 | 9,860.4 | 7,39,530 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 3600 | 7,132.25 | 2,56,76,100 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 550 | 9,105.95 | 50,08,272.5 |
| 17 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 3500 | 238.35 | 8,34,225 |
| 18 | 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 | 140 | 570.95 | 79,933 |
| 19 | 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 | 90 | 3,720.75 | 3,34,867.5 |
| 20 | 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 | 60750 | 133.7 | 81,22,275 |
| 21 | 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 Jamuna sand, with common burnt clay non modular bricks. | Sqm | 8900 | 792.05 | 70,49,245 |
| 22 | 110 mm diameter | Metre | 1000 | 377.4 | 3,77,400 |
| 23 | 110 mm bend | Each | 120 | 150.35 | 18,042 |
| 24 | 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 | 790 | 738.65 | 5,83,533.5 |
| 25 | 1:6 (1 cement: 6 fine sand) | Sqm | 10000 | 333.35 | 33,33,500 |
| 26 | 1:4 (1 cement: 4 fine sand) | Sqm | 15000 | 425.55 | 63,83,250 |
| 27 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 600 | 262.7 | 1,57,620 |
| 28 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1200 | 116.9 | 1,40,280 |
| 29 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 5000 | 67.4 | 3,37,000 |
| 30 | Two or more coats on new work | Sqm | 5000 | 155.9 | 7,79,500 |
| 31 | Old work (one or more coats) | Sqm | 300 | 62.7 | 18,810 |
| 32 | One or more coats on old work | Sqm | 750 | 102.8 | 77,100 |
| 33 | One or more coats on old work | Sqm | 1200 | 96 | 1,15,200 |
| 34 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 1200 | 120.75 | 1,44,900 |
| 35 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 36 | In cement mortar | cum | 15 | 2,060.2 | 30,903 |
| 37 | Channels, angles, tees and flats | Kg | 3000 | 2.3 | 6,900 |
| 38 | 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 | 1200 | 54.65 | 65,580 |
| 39 | Long pattern W.C. pan of size 580 mm | Each | 10 | 1,959.8 | 19,598 |
| 40 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 41 | Flat back wash basin of size 550x400 mm | Each | 10 | 992.6 | 9,926 |
| 42 | 32 mm dia | Each | 15 | 119.55 | 1,793.25 |
| 43 | 15 mm dia nominal bore | Metre | 120 | 322.15 | 38,658 |
| 44 | 25 mm dia nominal bore | Metre | 120 | 467.75 | 56,130 |
| 45 | 40 mm dia nominal bore | Metre | 90 | 617.05 | 55,534.5 |
| 46 | 50 mm dia nominal bore | Metre | 8 | 762.15 | 6,097.2 |
| 47 | 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 | 10000 | 11 | 1,10,000 |
| 48 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 125.6 | 2,512 |
| 49 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 15 | 208.45 | 3,126.75 |
| 50 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 10 | 523.8 | 5,238 |
| 51 | 450 mm dia Ductile Iron Class K-9 pipes | Metre | 24 | 7,976.85 | 1,91,444.4 |
| 52 | 600 mm dia Ductile Iron Class K-9 pipes | Metre | 18 | 12,986.95 | 2,33,765.1 |
| 53 | 450 mm dia Ductile Iron Double Flanged | Metre | 18 | 10,136.1 | 1,82,449.8 |
| 54 | 600 mm dia Ductile Iron Double Flanged | Metre | 12 | 19,925.3 | 2,39,103.6 |
| 55 | 450 mm dia RCC pipes. | Metre | 24 | 2,676.55 | 64,237.2 |
| 56 | 600 mm dia RCC pipes. | Metre | 12 | 3,401.25 | 40,815 |
| 57 | 450 mm dia RCC pipes. | Metre | 25 | 3,053.55 | 76,338.75 |
| 58 | 600 mm dia RCC pipes. | Metre | 12 | 3,934.75 | 47,217 |
| 59 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 184 | 495.05 | 91,089.2 |
| 60 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 250 | 598.6 | 1,49,650 |
| 61 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 90 | 1,685.4 | 1,51,686 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
annexureVIBcontractualturnoverdata.pdf
ATTACHMENT
LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf regarding
ATTACHMENT
JPODIGGING.pdf
ATTACHMENT
Annexure-B-LOC.pdf
ATTACHMENT
SHRAMIKKALYAN.pdf
ATTACHMENT
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
annexureVIABidsecurity.pdf
ATTACHMENT
Annexure--I_a_I_b_IIIII-TechComp.pdf
ATTACHMENT
tmtbarsdecontrolled.pdf
ATTACHMENT
Annexure-V_VA.pdf
ATTACHMENT
GCCACSUPRO_10.pdf
ATTACHMENT
TenderDocumentChapterI-II.pdf
ATTACHMENT
LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
ATTACHMENT
Cesscharge.pdf
ATTACHMENT
GCCACS11.PDF.pdf
ATTACHMENT
JointVentureMOU.pdf
ATTACHMENT
AnnexureVIBidCapacity10CR.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .