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Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
3 Sept 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- EXECUTION OF P.WAY WORKS 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.
Augmentation of Train Detection System by providing DC Track Circuit in parallel to the MSDAC Track Section of DDJ/EI.
TN-146-26-27~ER
TN-146-26-27
Open
Works - General
8 Months
Kolkata, West Bengal
₹0
₹2.7 L
3 Sept 2026
6 Aug 2026
20 Aug 2026
124 items across 3 schedules · ₹77,45,630.4 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 700 | 286.85 | 2,00,795 |
| 2 | 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 | 200 | 253.95 | 50,790 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,161.2 | 2,16,120 |
| 4 | 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 | 20 | 7,365.15 | 1,47,303 |
| 5 | Foundations, footings, bases for columns | Sqm | 80 | 307.95 | 24,636 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 320 | 766.55 | 2,45,296 |
| 7 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 160 | 608.35 | 97,336 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 160 | 804.25 | 1,28,680 |
| 9 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 11000 | 89.65 | 9,86,150 |
| 10 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 36 | 8,825.35 | 3,17,712.6 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 10,306.2 | 10,30,620 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 6,658.25 | 1,33,165 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 130 | 8,288.35 | 10,77,485.5 |
| 14 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 110 | 1,018.05 | 1,11,985.5 |
| 15 | 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 | 600 | 1,063.45 | 6,38,070 |
| 16 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 200 | 1,881.95 | 3,76,390 |
| 17 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 300 | 197.7 | 59,310 |
| 18 | 250x16 mm | Each | 8 | 165.9 | 1,327.2 |
| 19 | 200x10 mm | Each | 8 | 61.05 | 488.4 |
| 20 | 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 | 16 | 2,008.55 | 32,136.8 |
| 21 | 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 | 40 | 408.25 | 16,330 |
| 22 | 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 | 360 | 111.95 | 40,302 |
| 23 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 40 | 4,781.15 | 1,91,246 |
| 24 | 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 | 60 | 733.3 | 43,998 |
| 25 | Size of Tile 600x600 mm | Sqm | 200 | 1,416.65 | 2,83,330 |
| 26 | 110 mm diameter | Metre | 48 | 319.75 | 15,348 |
| 27 | 110x110x110 mm | Each | 8 | 190.75 | 1,526 |
| 28 | 110 mm bend | Each | 8 | 132 | 1,056 |
| 29 | 1:6 (1 cement: 6 fine sand) | Sqm | 160 | 282 | 45,120 |
| 30 | 1:4 (1 cement: 4 fine sand) | Sqm | 80 | 361.3 | 28,904 |
| 31 | 1:3 (1 cement : 3 fine sand) | Sqm | 200 | 253.05 | 50,610 |
| 32 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 40 | 214.3 | 8,572 |
| 33 | Two or more coats on new work | Sqm | 300 | 92.75 | 27,825 |
| 34 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 600 | 158.95 | 95,370 |
| 35 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 20 | 2,007.1 | 40,142 |
| 36 | In cement mortar | cum | 20 | 1,698.45 | 33,969 |
| 37 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 8 | 1,679.6 | 13,436.8 |
| 38 | Orissa pattern W.C. pan of size 580x440 mm | Each | 8 | 2,758.2 | 22,065.6 |
| 39 | 10 litre capacity - White | Each | 8 | 1,023.05 | 8,184.4 |
| 40 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 4 | 3,389.35 | 13,557.4 |
| 41 | 15 mm dia nominal bore | Metre | 100 | 267.5 | 26,750 |
| 42 | 20 mm dia nominal bore | Metre | 80 | 315.35 | 25,228 |
| 43 | 25 mm dia nominal bore | Metre | 40 | 417.95 | 16,718 |
| 44 | 25 mm nominal bore | Each | 8 | 532.35 | 4,258.8 |
| 45 | 40 mm nominal bore | Each | 2 | 707.3 | 1,414.6 |
| 46 | 15 mm nominal bore | Each | 4 | 348.85 | 1,395.4 |
| 47 | 20 mm nominal bore | Each | 4 | 289.05 | 1,156.2 |
| 48 | 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 | 4000 | 9.7 | 38,800 |
| 49 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 8 | 109.85 | 878.8 |
| 50 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 8 | 180.8 | 1,446.4 |
| 51 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 8 | 136.6 | 1,092.8 |
| 52 | 15 mm nominal bore with 45 cm length | Each | 8 | 107.9 | 863.2 |
| 53 | With common burnt clay F.P.S. (non modular) bricks | Each | 8 | 362.4 | 2,899.2 |
| 54 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 2.4 | 1,325.55 | 3,181.32 |
| RM | 2500.00 | 42.18 | 1,05,450 | ||
| RM | 2500.00 | 44.67 | 1,11,675 |
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details.html
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nit.pdf
NIT
Annexure-B-LOC.pdf
ATTACHMENT
Cesscharge.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
annexureVIBcontractualturnoverdata.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
JPODIGGING.pdf
ATTACHMENT
LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
ATTACHMENT
GCCACS11.PDF.pdf
ATTACHMENT
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