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Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
12 May 2026, 3:00 pmClosed
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN/HQ
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 WILL BE - ANY CIVIL ENGINEERING WORK.
24 conditions · 6 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.
(i)Due to inbuilt rate of Delhi schedule of Rates [Vol.-2]-2021 of Central Public Works Department, GST has been taken into consideration @ 12% upon items of Delhi schedule of Rates [based on CPWD DSR-2021 ver-2] during assessment of this instant tender. (ii)Due to inbuilt rate of ER HQ IR USSOR- 2021, GST has been taken into consideration @ 12% upon items of USSOR- 2021 during assessment of this instant tender. Tenderer(s) should quote rate inclusive of applicable GST.
Participants tenderer(s) are requested to go through the Railway Board letter no.2022/CE-I/CT/GCC-2022/POLICY/Pt.I(E-3320424) Dtd.13.03.2026 Indian Railways Standard General Conditions of Contract, April 2022 (Advance Correction slip No.11) which is enclosed in documents.
Development of freight train examination facility at Ballygunge under Sr. Section Engineer(Works)/Ballygunge in the jurisdiction of Assistant Engineer/Ballygunge.
TN-08-26-27
TN-08-26-27
Open
Works - General
4 Months
Kolkata, West Bengal
₹0
₹3.1 L
12 May 2026
15 Apr 2026
28 Apr 2026
101 items across 2 schedules · ₹1,72,81,390.24 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 | 500 | 411.3 | 2,05,650 |
| 2 | All kinds of soil. | cum | 300 | 286.85 | 86,055 |
| 3 | 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 | 130 | 253.95 | 33,013.5 |
| 4 | All kinds of soil | Sqm | 1900 | 28.15 | 53,485 |
| 5 | 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 | 3000 | 14.5 | 43,500 |
| 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 | 340 | 7,365.15 | 25,04,151 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 102.5 | 6,670.25 | 6,83,700.63 |
| 8 | 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 | 19.3 | 9,375.2 | 1,80,941.36 |
| 9 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 336 | 452.25 | 1,51,956 |
| 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 | 10 | 8,364.2 | 83,642 |
| 11 | 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 | 10,185.05 | 40,740.2 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 248.56 | 307.95 | 76,544.05 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 171.3 | 766.55 | 1,31,310.02 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 750 | 608.35 | 4,56,262.5 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 70 | 804.25 | 56,297.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 16000 | 89.65 | 14,34,400 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 75 | 8,683.8 | 6,51,285 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 62 | 10,306.2 | 6,38,984.4 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 53 | 6,658.25 | 3,52,887.25 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 57 | 8,288.35 | 4,72,435.95 |
| 21 | cum | 57 | 142 | 8,094 | |
| 22 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 1070 | 837.85 | 8,96,499.5 |
| 23 | 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 | 58 | 1,063.45 | 61,680.1 |
| 24 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 350 | 197.7 | 69,195 |
| 25 | 300x16 mm | Each | 12 | 180.55 | 2,166.6 |
| 26 | 300x20x6 mm | Each | 15 | 82.4 | 1,236 |
| 27 | 150 mm | Each | 12 | 29.15 | 349.8 |
| 28 | 75x47x1.80 mm | Each | 48 | 64.2 | 3,081.6 |
| 29 | 150x10 mm | Each | 12 | 75.55 | 906.6 |
| 30 | 125 mm | Each | 12 | 60.05 | 720.6 |
| 31 | Single rubber stopper | Each | 12 | 35.5 | 426 |
| 32 | 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 | 8 | 2,008.55 | 16,068.4 |
| 33 | 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 | 32 | 408.25 | 13,064 |
| 34 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm 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 2mm 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 | 10 | 702.6 | 7,026 |
| 35 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 2 | 3,963.7 | 7,927.4 |
| 36 | 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 | 850 | 111.95 | 95,157.5 |
| 37 | 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 | 12 | 9,397.35 | 1,12,768.2 |
| 38 | Providing and fixing bolts including nuts and washers complete. | Kg | 30 | 140.15 | 4,204.5 |
| 39 | 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 | 2381 | 733.3 | 17,45,987.3 |
| 40 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 2223 | 928.65 | 20,64,388.95 |
| 41 | 25 mm thick | Sqm | 168 | 1,706.6 | 2,86,708.8 |
| 42 | 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 | 18 | 1,107.05 | 19,926.9 |
| 43 | 110 mm diameter | Metre | 24 | 319.75 | 7,674 |
| 44 | 110x110x110 mm | Each | 4 | 205.45 | 821.8 |
| 45 | 110 mm bend | Each | 12 | 132 | 1,584 |
| 46 | 110 mm Shoe | Each | 6 | 115.95 | 695.7 |
| 47 | 110 mm | Each | 6 | 309.5 | 1,857 |
| 48 | 1:6 (1 cement: 6 coarse sand) | Sqm | 550 | 294.35 | 1,61,892.5 |
| 49 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1077 | 339.1 | 3,65,210.7 |
| 50 | 1:4 (1 cement: 4 fine sand) | Sqm | 40 | 361.3 | 14,452 |
| 51 | 1:3 (1 cement: 3 fine sand) | Sqm | 9 | 421.5 | 3,793.5 |
| 52 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 550 | 214.3 | 1,17,865 |
| 53 | Two or more coats on new work | Sqm | 550 | 92.75 | 51,012.5 |
| 54 | Water thinnable cement primer | Sqm | 550 | 64.45 | 35,447.5 |
| 55 | 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 | 329 | 166.85 | 54,893.65 |
| 56 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 48 | 55.5 | 2,664 |
| 57 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 2000 | 5.05 | 10,100 |
| 58 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 200 | 2,007.1 | 4,01,420 |
| 59 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 20 | 2,928.1 | 58,562 |
| 60 | In mud mortar | cum | 45 | 581.15 | 26,151.75 |
| 61 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 120 | 3.2 | 384 |
| 62 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 5,540.55 | 5,540.55 |
| 63 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 1 | 7,752.6 | 7,752.6 |
| 64 | 32 mm dia | Each | 2 | 90.95 | 181.9 |
| 65 | Rectangular shape 453x357 mm | Each | 1 | 1,158.95 | 1,158.95 |
| 66 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 10 | 1,018.05 | 10,180.5 |
| 67 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 1482 | 879.45 | 13,03,344.9 |
| 68 | 15 mm dia nominal bore | Metre | 9.5 | 304.15 | 2,889.43 |
| 69 | 25 mm dia nominal bore | Metre | 20 | 491.2 | 9,824 |
| 70 | 25 mm nominal bore | Each | 2 | 532.35 | 1,064.7 |
| 71 | 40 mm nominal bore | Each | 2 | 707.3 | 1,414.6 |
| 72 | 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 | 1000 | 9.7 | 9,700 |
| 73 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 2 | 109.85 | 219.7 |
| 74 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 2 | 103.15 | 206.3 |
| 75 | 100 mm nominal dia | Each | 2 | 33.2 | 66.4 |
| 76 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 2 | 459.4 | 918.8 |
| 77 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 1 | 106.15 | 106.15 |
| 78 | 500 mm dia. R.C.C. pipe | Metre | 5 | 1,745.2 | 8,726 |
| 79 | Circular shape 500 mm internal diameter | Each | 1 | 1,056.65 | 1,056.65 |
| 80 | 500 mm dia piles | Metre | 144 | 2,274.25 | 3,27,492 |
| 81 | Initial test (Test Load 2.5 times the Safe capacity) | Each Test | 1 | 51,510.6 | 51,510.6 |
| 82 | Routine test (Test Load 1.5 times the Safe capacity) | Each Test | 1 | 18,463.55 | 18,463.55 |
| 83 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. | Each Test | 12 | 982.55 | 11,790.6 |
| 84 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 20 | 433.95 | 8,679 |
| 85 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 10 | 531.8 | 5,318 |
| 86 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 10.08 | 1,019.8 | 10,279.58 |
| Schedule total | ₹1,68,69,192.17 | ||||
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