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Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
16 Jun 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 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 Barrackpore Yard by provision of track renewal works and drainage improvement system etc. with all other ancillary works under the jurisdiction of Assistant Engineer/Sealdah.
TN-32-26-27
TN-32-26-27
Open
Works - General
18 Months
Kolkata, West Bengal
₹0
₹8.6 L
16 Jun 2026
22 May 2026
2 Jun 2026
259 items across 3 schedules · ₹4,83,09,209.56 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 1000 | 283.98 | 2,83,980 |
| 2 | All kinds of soil. | cum | 1500 | 260.3 | 3,90,450 |
| 3 | 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 | 500 | 196 | 98,000 |
| 4 | All kinds of soil | cum | 500 | 126.8 | 63,400 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 350 | 2,123.75 | 7,43,312.5 |
| 6 | 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 | 100 | 7,294.7 | 7,29,470 |
| 7 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 300 | 10,357.55 | 31,07,265 |
| 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 | 100 | 9,895.2 | 9,89,520 |
| 9 | Foundations, footings, bases for columns | Sqm | 700 | 392.15 | 2,74,505 |
| 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 | 150 | 9,045.75 | 13,56,862.5 |
| 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 | 150 | 10,852.95 | 16,27,942.5 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 700 | 392.15 | 2,74,505 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 700 | 927.25 | 6,49,075 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 700 | 736.4 | 5,15,480 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 700 | 961.3 | 6,72,910 |
| 16 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 80 | 10,585.9 | 8,46,872 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 15000 | 107.85 | 16,17,750 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 80 | 9,504.75 | 7,60,380 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 80 | 9,860.4 | 7,88,832 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 500 | 7,132.25 | 35,66,125 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 315 | 9,105.95 | 28,68,374.25 |
| 22 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 1500 | 1,123.8 | 16,85,700 |
| 23 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | 110 | 15 | 1,650 |
| 24 | Granite stone of any colour and shade | Sqm | 200 | 3,094.55 | 6,18,910 |
| 25 | Area of slab over 0.50 sqm | Sqm | 100 | 5,136.3 | 5,13,630 |
| 26 | 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 | 1,267.95 | 3,80,385 |
| 27 | Sal wood | cum | 5 | 1,16,520.3 | 5,82,601.5 |
| 28 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2500 | 238.35 | 5,95,875 |
| 29 | 250x16 mm | Each | 50 | 193.7 | 9,685 |
| 30 | 200x10 mm | Each | 50 | 69.4 | 3,470 |
| 31 | 125 mm | Each | 50 | 39.95 | 1,997.5 |
| 32 | 100x75x4 mm | Each | 55 | 115.4 | 6,347 |
| 33 | 250x16 mm | Each | 50 | 260.6 | 13,030 |
| 34 | 250x10 mm | Each | 55 | 115.15 | 6,333.25 |
| 35 | 75 mm | Each | 55 | 51.75 | 2,846.25 |
| 36 | Extruded section profile size 48x40 mm | Metre | 100 | 270.2 | 27,020 |
| 37 | 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 | 190 | 570.95 | 1,08,480.5 |
| 38 | 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 | 100 | 3,720.75 | 3,72,075 |
| 39 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1000 | 117.35 | 1,17,350 |
| 40 | 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 | 15000 | 133.7 | 20,05,500 |
| 41 | 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 | 50 | 11,439.6 | 5,71,980 |
| 42 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 20 | 5,804.35 | 1,16,087 |
| 43 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 500 | 772.4 | 3,86,200 |
| 44 | 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 | 950 | 792.05 | 7,52,447.5 |
| 45 | Light shade pigment using white cement | Sqm | 400 | 1,402 | 5,60,800 |
| 46 | 25 mm thick | Sqm | 300 | 1,948.25 | 5,84,475 |
| 47 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 300 | 1,096.55 | 3,28,965 |
| 48 | Size of Tile 600x600 mm | Sqm | 300 | 1,553.45 | 4,66,035 |
| 49 | 110 mm diameter | Metre | 200 | 377.4 | 75,480 |
| 50 | 110x110x110 mm | Each | 30 | 234.15 | 7,024.5 |
| 51 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 52 | 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 | 1000 | 738.65 | 7,38,650 |
| 53 | 1:6 (1 cement: 6 fine sand) | Sqm | 2000 | 333.35 | 6,66,700 |
| 54 | 1:4 (1 cement: 4 fine sand) | Sqm | 600 | 425.55 | 2,55,330 |
| 55 | 1:3 (1 cement : 3 fine sand) | Sqm | 100 | 300.45 | 30,045 |
| 56 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 500 | 262.7 | 1,31,350 |
| 57 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 600 | 185.65 | 1,11,390 |
| 58 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 500 | 116.9 | 58,450 |
| 59 | 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 | 800 | 193.7 | 1,54,960 |
| 60 | Two or more coats on new work | Sqm | 500 | 155.9 | 77,950 |
| 61 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 100 | 2,434.25 | 2,43,425 |
| 62 | In cement mortar | cum | 100 | 2,060.2 | 2,06,020 |
| 63 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 50 | 972 | 48,600 |
| 64 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 50 | 1,879.2 | 93,960 |
| 65 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 20 | 1,683.35 | 33,667 |
| 66 | 510x1040 mm bowl depth 250 mm | Each | 10 | 6,945.6 | 69,456 |
| 67 | 610x510 mm bowl depth 200 mm | Each | 5 | 4,940.8 | 24,704 |
| 68 | Orissa pattern W.C. pan of size 580x440 mm | Each | 20 | 3,169.05 | 63,381 |
| 69 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 20 | 2,784.95 | 55,699 |
| 70 | 10 litre capacity - White | Each | 20 | 1,190.65 | 23,813 |
| 71 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 25 | 1,648.95 | 41,223.75 |
| 72 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 20 | 4,048.65 | 80,973 |
| 73 | 32 mm dia | Each | 50 | 103.9 | 5,195 |
| 74 | 32 mm dia | Each | 100 | 119.55 | 11,955 |
| 75 | Rectangular shape 453x357 mm | Each | 30 | 1,361.8 | 40,854 |
| 76 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 | Each | 10 | 368 | 3,680 |
| 77 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 50 | 122.4 | 6,120 |
| 78 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 25 | 708.95 | 17,723.75 |
| 79 | 15 mm dia nominal bore | Metre | 700 | 322.15 | 2,25,505 |
| 80 | 20 mm dia nominal bore | Metre | 700 | 368.6 | 2,58,020 |
| 81 | 25 mm dia nominal bore | Metre | 700 | 467.75 | 3,27,425 |
| 82 | 40 mm dia nominal bore | Metre | 700 | 617.05 | 4,31,935 |
| 83 | 25 mm nominal bore | Each | 20 | 622.4 | 12,448 |
| 84 | 40 mm nominal bore | Each | 20 | 826.1 | 16,522 |
| 85 | 15 mm nominal bore | Each | 50 | 406.85 | 20,342.5 |
| 86 | 20 mm nominal bore | Each | 50 | 462.5 | 23,125 |
| 87 | 25 mm nominal bore | Each | 20 | 464.05 | 9,281 |
| 88 | 15 mm nominal bore | Each | 50 | 318.35 | 15,917.5 |
| 89 | 20 mm nominal bore | Each | 50 | 346.8 | 17,340 |
| 90 | 25 mm nominal bore | Each | 50 | 439.25 | 21,962.5 |
| 91 | 40 mm nominal bore | Each | 50 | 631.3 | 31,565 |
| 92 | 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 | 40000 | 11 | 4,40,000 |
| 93 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 100 | 125.6 | 12,560 |
| 94 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 50 | 208.45 | 10,422.5 |
| 95 | 100 mm nominal dia | Each | 25 | 37.6 | 940 |
| 96 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 100 | 156.9 | 15,690 |
| 97 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 50 | 121.4 | 6,070 |
| 98 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 50 | 111.45 | 5,572.5 |
| 99 | 15 mm nominal bore with 45 cm length | Each | 200 | 121.9 | 24,380 |
| 100 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 300 | 495.05 | 1,48,515 |
| 101 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 100 | 1,176.8 | 1,17,680 |
| Schedule total | ₹3,86,20,394.25 | ||||
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