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Tender ID
Tender Value
₹78.0 L
EMD Value
₹1.6 L
Closing Date
28 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
+ Capital Works)
SR.DEN/2
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 tender : "Any Civil Engineering work"
23 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.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote rate inclusive of applicable GST.
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.
(i) Thorough repairing of Sonarpur colony road and adjacent drain including all other ancillary works in the jurisdiction of Assistant Engineer/Baruipur/Sealdah. (ii) Provision of gang hut cum rest room (02 nos) with tool box for track maintenance at different P.Way Units under Sr. Divisional Engineer/II/Sealdah.
TN-162-25-26~ER
TN-162-25-26
Open
Works - General
9 Months
Kolkata, West Bengal
₹0
₹1.6 L
28 Jan 2026
2 Jan 2026
14 Jan 2026
75 items across 3 schedules · ₹88,00,101.38 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 90 | 205.45 | 18,490.5 |
| 2 | All kinds of soil. | cum | 250 | 286.85 | 71,712.5 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 10 | 2,161.2 | 21,612 |
| 4 | 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 | 10 | 7,783.65 | 77,836.5 |
| 5 | 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 | 115 | 6,833.4 | 7,85,841 |
| 6 | Foundations, footings, bases for columns | Sqm | 50 | 307.95 | 15,397.5 |
| 7 | 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 | 25 | 8,364.2 | 2,09,105 |
| 8 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 200 | 669.55 | 1,33,910 |
| 9 | Shelves (Cast in situ) | Sqm | 50 | 766.55 | 38,327.5 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 30 | 608.35 | 18,250.5 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2600 | 89.65 | 2,33,090 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 95 | 6,658.25 | 6,32,533.75 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 60 | 8,288.35 | 4,97,301 |
| 14 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 20 | 837.85 | 16,757 |
| 15 | Sal wood | cum | .15 | 1,06,720.85 | 16,008.13 |
| 16 | 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : | Sqm | 6 | 2,682.05 | 16,092.3 |
| 17 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 3,086.1 | 24,688.8 |
| 18 | Fixed to steel windows by welding | Kg | 60 | 181 | 10,860 |
| 19 | 125x65x2.12 mm | Each | 10 | 48 | 480 |
| 20 | 300x16 mm | Each | 5 | 180.55 | 902.75 |
| 21 | 250x10 mm | Each | 5 | 74.65 | 373.25 |
| 22 | 125 mm | Each | 5 | 35.2 | 176 |
| 23 | 75x47x1.80 mm | Each | 10 | 64.2 | 642 |
| 24 | 150x10 mm | Each | 12 | 75.55 | 906.6 |
| 25 | 125 mm | Each | 4 | 60.05 | 240.2 |
| 26 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 20 | 408.25 | 8,165 |
| 27 | 30 mm thick pre laminated PVC door shutters | Sqm | 8 | 2,455.1 | 19,640.8 |
| 28 | 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 | 8 | 9,397.35 | 75,178.8 |
| 29 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 50 | 1,107.05 | 55,352.5 |
| 30 | Size of Tile 600x600 mm | Sqm | 20 | 1,416.65 | 28,333 |
| 31 | Stone ware spout | Each | 6 | 142.1 | 852.6 |
| 32 | 1:6 (1 cement: 6 coarse sand) | Sqm | 460 | 294.35 | 1,35,401 |
| 33 | 1:4 (1 cement: 4 fine sand) | Sqm | 60 | 361.3 | 21,678 |
| 34 | 1:3 (1 cement : 3 fine sand) | Sqm | 100 | 253.05 | 25,305 |
| 35 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 400 | 162.55 | 65,020 |
| 36 | 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 | 400 | 166.85 | 66,740 |
| 37 | 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 | 30 | 144.9 | 4,347 |
| 38 | 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 | 40 | 140.05 | 5,602 |
| 39 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 200 | 5.05 | 1,010 |
| 40 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 41 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 490 | 7,399.2 | 36,25,608 |
| 42 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 5,781.35 | 11,562.7 |
| 43 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 5,540.55 | 11,081.1 |
| 44 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,275 | 4,550 |
| 45 | 10 litre capacity - White | Each | 2 | 1,023.05 | 2,046.1 |
| 46 | 32 mm dia | Each | 4 | 104.35 | 417.4 |
| 47 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 12 | 1,018.05 | 12,216.6 |
| 48 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 530.7 | 2,653.5 |
| 49 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 5 | 103 | 515 |
| 50 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 5 | 325.1 | 1,625.5 |
| 51 | 20 mm nominal dia Pipes | Metre | 30 | 325.1 | 9,753 |
| 52 | 25 mm nominal dia Pipes | Metre | 60 | 408.55 | 24,513 |
| 53 | 40 mm nominal dia Pipes | Metre | 40 | 674.35 | 26,974 |
| 54 | 25 to 40 mm nominal bore | Each | 10 | 757.1 | 7,571 |
| 55 | 15 mm nominal bore | Each | 4 | 303.85 | 1,215.4 |
| 56 | 15 mm nominal bore | Each | 4 | 303.85 | 1,215.4 |
| 57 | 100 mm diameter | Each | 4 | 166.35 | 665.4 |
| 58 | 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 | 2000 | 9.7 | 19,400 |
| 59 | 15mm nominal bore | Each | 2 | 500.35 | 1,000.7 |
| 60 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 5 | 156.65 | 783.25 |
| 61 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 103.15 | 515.75 |
| 62 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 5 | 194.15 | 970.75 |
| 63 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 5 | 96.45 | 482.25 |
| 64 | 15 mm nominal bore with 45 cm length | Each | 5 | 107.9 | 539.5 |
| 65 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 32 | 433.95 | 13,886.4 |
| 66 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 11 | 1,019.8 | 11,217.8 |
| Schedule total | ₹71,57,175.48 | ||||
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nit.pdf
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Annexure-B-LOC.pdf
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Cesscharge.pdf
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ComlCompliance-IVVVIVIIVIIIIXXI.pdf
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SHRAMIKKALYAN.pdf
ATTACHMENT
CheckList.pdf
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ANNEXURE-C-LOC2.pdf
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GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
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annexureVIBcontractualturnoverdata.pdf
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annexureVIABidsecurity.pdf
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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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