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Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
21 Aug 2026, 3:00 pm
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 Supply design, installation and commissioning of Water Recycling Plant or Effluent Treatment Plant or Water Treatment Plant vide PCE/ER/KKK's 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.
At Sealdah - Construction of Water Treatment cum Recycling Plants of capacity 260 KLD at outlet no. 1 near platform no. 1A/1, 650 KLD outlet no. 2 & 3 near Beliaghata ROB ( Bridge no. S/2 ), 390 KLD at outlet no. 4 near RMS Parcel & cash Office and 300 KLD at outlet no. 5 near Circular canal ( Coal Depot area ) totalling 4 sets of total capacity 1.60 MLD including laying of necessary pipe lines for intake of raw water and discharge of treated water, Provision of valves.
TN-142-26-27
TN-142-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹5.8 L
28 Jul 2026
28 Jul 2026
7 Aug 2026
132 items across 3 schedules · ₹1,87,82,140.95 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 | 300 | 411.3 | 1,23,390 |
| 2 | All kinds of soil. | cum | 500 | 286.85 | 1,43,425 |
| 3 | Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 185 | 174 | 32,190 |
| 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 | 400 | 253.95 | 1,01,580 |
| 5 | 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 | 55 | 7,783.65 | 4,28,100.75 |
| 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 | 70 | 7,365.15 | 5,15,560.5 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 300 | 307.95 | 92,385 |
| 8 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 100 | 669.55 | 66,955 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 100 | 766.55 | 76,655 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 250 | 608.35 | 1,52,087.5 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 250 | 804.25 | 2,01,062.5 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12600 | 89.65 | 11,29,590 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 13600 | 89.65 | 12,19,240 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 8,683.8 | 8,68,380 |
| 15 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 100 | 8,825.35 | 8,82,535 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 60 | 10,306.2 | 6,18,372 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 160 | 10,477.75 | 16,76,440 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 90 | 6,658.25 | 5,99,242.5 |
| 19 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 25 | 5,549.95 | 1,38,748.75 |
| 20 | 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 | 300 | 1,063.45 | 3,19,035 |
| 21 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 10 | 3,008.8 | 30,088 |
| 22 | 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 | 300 | 733.3 | 2,19,990 |
| 23 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 90 | 545 | 49,050 |
| 24 | 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 | 150 | 938.5 | 1,40,775 |
| 25 | 110 mm diameter | Metre | 200 | 319.75 | 63,950 |
| 26 | 110x110x110 mm | Each | 10 | 205.45 | 2,054.5 |
| 27 | 110 mm bend | Each | 10 | 132 | 1,320 |
| 28 | 1:4 (1 cement: 4 fine sand) | Sqm | 100 | 294.85 | 29,485 |
| 29 | 1:4 (1 cement: 4 fine sand) | Sqm | 150 | 339.7 | 50,955 |
| 30 | 1:4 (1 cement: 4 fine sand) | Sqm | 250 | 402.15 | 1,00,537.5 |
| 31 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 200 | 214.3 | 42,860 |
| 32 | Two or more coats on new work | Sqm | 600 | 92.75 | 55,650 |
| 33 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 500 | 97.6 | 48,800 |
| 34 | 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 | 200 | 144.9 | 28,980 |
| 35 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 250 | 154.45 | 38,612.5 |
| 36 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 125 | 462.3 | 57,787.5 |
| 37 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 60 | 615 | 36,900 |
| 38 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 30 | 2,007.1 | 60,213 |
| 39 | In cement mortar | cum | 10 | 1,698.45 | 16,984.5 |
| 40 | For thickness of tiles 10 mm to 25 mm | Sqm | 300 | 60.5 | 18,150 |
| 41 | 15 mm to 40 mm nominal bore | Metre | 200 | 124.1 | 24,820 |
| 42 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 20 | 2,328.55 | 46,571 |
| 43 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 5,781.35 | 23,125.4 |
| 44 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 5,540.55 | 33,243.3 |
| 45 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 6 | 2,040.85 | 12,245.1 |
| 46 | Rectangular shape 453x357 mm | Each | 10 | 1,158.95 | 11,589.5 |
| 47 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 | Metre | 30 | 1,061.25 | 31,837.5 |
| 48 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 | Each | 10 | 346.05 | 3,460.5 |
| 49 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 | Each | 10 | 720.7 | 7,207 |
| 50 | 20 mm nominal dia Pipes | Metre | 60 | 513.75 | 30,825 |
| 51 | 25 mm dia nominal bore | Metre | 270 | 491.2 | 1,32,624 |
| 52 | 40 mm dia nominal bore | Metre | 200 | 725.15 | 1,45,030 |
| 53 | 50 mm dia nominal bore | Metre | 270 | 893.2 | 2,41,164 |
| 54 | 20 mm dia nominal bore | Metre | 250 | 541.1 | 1,35,275 |
| 55 | 25 to 40 mm nominal bore | Each | 3 | 757.1 | 2,271.3 |
| 56 | 40 mm nominal bore | Each | 3 | 707.3 | 2,121.9 |
| 57 | 50 mm nominal bore | Each | 3 | 878.25 | 2,634.75 |
| 58 | 100 mm dia pipe | Metre | 15 | 1,210.5 | 18,157.5 |
| 59 | 100 mm diameter pipe | Each | 6 | 410.25 | 2,461.5 |
| 60 | 15 mm nominal bore | Each | 6 | 262.3 | 1,573.8 |
| 61 | 20 mm nominal bore | Each | 6 | 289.05 | 1,734.3 |
| 62 | 25 mm nominal bore | Each | 6 | 369.35 | 2,216.1 |
| 63 | 40 mm nominal bore | Each | 6 | 523.2 | 3,139.2 |
| 64 | 50 mm nominal bore | Each | 6 | 706.7 | 4,240.2 |
| 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. | Litre | 20000 | 9.7 | 1,94,000 |
| 66 | 15 mm nominal bore | Each | 20 | 434.2 | 8,684 |
| 67 | Circular shape 450 mm internal diameter | Each | 10 | 1,047.8 | 10,478 |
| 68 | Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 | Each | 10 | 2,723.65 | 27,236.5 |
| 69 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. | Sqm | 10 | 4,013.35 | 40,133.5 |
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details.html
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nit.pdf
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Annexure-B-LOC.pdf
ATTACHMENT
Cesscharge.pdf
ATTACHMENT
SHRAMIKKALYAN.pdf
ATTACHMENT
ComlCompliance-IVVVIVIIVIIIIXXI.pdf
ATTACHMENT
CheckList.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
ATTACHMENT
Annexure-V_VA.pdf
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GCCACSUPRO_10.pdf
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TenderDocumentChapterI-II.pdf
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GCCACS11.PDF.pdf
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