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Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
13 Aug 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- ANY CIVIL ENGINEERING WORK vide PCE/ER/KKK 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:- Upgradation of mechanized laundary plant at Sealdah Depot etc. with all other ancillary works under Senior Section Engineer/Works/Sealdah.
TN-131-26-27
TN-131-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹4.9 L
13 Aug 2026
18 Jul 2026
30 Jul 2026
160 items across 2 schedules · ₹2,78,08,732.97 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 | 62 | 411.3 | 25,500.6 |
| 2 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 600 | 187.24 | 1,12,344 |
| 3 | All kinds of soil. | cum | 714 | 286.85 | 2,04,810.9 |
| 4 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 550 | 76.4 | 42,020 |
| 5 | 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 | 50 | 253.95 | 12,697.5 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 110 | 2,161.2 | 2,37,732 |
| 7 | All kinds of soil | Sqm | 150 | 28.15 | 4,222.5 |
| 8 | 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 | 102 | 7,783.65 | 7,93,932.3 |
| 9 | 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 | 57.7 | 7,365.15 | 4,24,969.16 |
| 10 | 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 | 110 | 6,833.4 | 7,51,674 |
| 11 | Foundations, footings, bases for columns | Sqm | 250 | 307.95 | 76,987.5 |
| 12 | 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 | 20 | 8,364.2 | 1,67,284 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 307 | 307.95 | 94,540.65 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 184 | 766.55 | 1,41,045.2 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 110 | 608.35 | 66,918.5 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 112 | 804.25 | 90,076 |
| 17 | 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 | 40 | 9,673.5 | 3,86,940 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10392.5 | 89.65 | 9,31,687.63 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12625 | 89.65 | 11,31,831.25 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 82.5 | 8,683.8 | 7,16,413.5 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 60 | 10,306.2 | 6,18,372 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 112.5 | 6,658.25 | 7,49,053.13 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 8,288.35 | 6,21,626.25 |
| 24 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 62.8 | 837.85 | 52,616.98 |
| 25 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 100 | 1,018.05 | 1,01,805 |
| 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 | 130 | 1,063.45 | 1,38,248.5 |
| 27 | Sal wood | cum | .5 | 1,06,720.85 | 53,360.43 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,086.1 | 77,152.5 |
| 29 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1500 | 197.7 | 2,96,550 |
| 30 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | Each | 60 | 194.35 | 11,661 |
| 31 | 250x16 mm | Each | 20 | 165.9 | 3,318 |
| 32 | 150x10 mm | Each | 20 | 53.05 | 1,061 |
| 33 | 125 mm | Each | 20 | 35.2 | 704 |
| 34 | 100X58X1.90 mm | Each | 30 | 86.15 | 2,584.5 |
| 35 | 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 | 50 | 702.6 | 35,130 |
| 36 | 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 | 16 | 3,963.7 | 63,419.2 |
| 37 | 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 | 38935 | 111.95 | 43,58,773.25 |
| 38 | 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 | 10 | 9,397.35 | 93,973.5 |
| 39 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 15 | 3,008.8 | 45,132 |
| 40 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 2000 | 88.5 | 1,77,000 |
| 41 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 60 | 1,142.8 | 68,568 |
| 42 | Size of Tile 600x600 mm | Sqm | 600 | 1,416.65 | 8,49,990 |
| 43 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 50 | 3,908.8 | 1,95,440 |
| 44 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 1000 | 163.65 | 1,63,650 |
| 45 | 110 mm diameter | Metre | 142 | 319.75 | 45,404.5 |
| 46 | 110 mm | Each | 6 | 110.6 | 663.6 |
| 47 | 110x110x110 mm | Each | 20 | 205.45 | 4,109 |
| 48 | 110x110x110 mm | Each | 5 | 190.75 | 953.75 |
| 49 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 50 | 110 mm Shoe | Each | 26 | 115.95 | 3,014.7 |
| 51 | 110 mm | Each | 100 | 309.5 | 30,950 |
| 52 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 2800 | 671.55 | 18,80,340 |
| 53 | Ridges plain (500 - 600mm) | Metre | 250 | 450.6 | 1,12,650 |
| 54 | 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. | Sqm | 800 | 1,247.5 | 9,98,000 |
| 55 | 1:4 (1 cement: 4 fine sand) | Sqm | 2500 | 294.85 | 7,37,125 |
| 56 | 1:6 (1 cement: 6 fine sand) | Sqm | 57 | 282 | 16,074 |
| 57 | 1:6 (1 cement: 6 fine sand) | Sqm | 152 | 382.1 | 58,079.2 |
| 58 | 1:3 (1 cement: 3 fine sand) | Sqm | 1500 | 374.15 | 5,61,225 |
| 59 | 1:3 (1 cement : 3 fine sand) | Sqm | 250 | 253.05 | 63,262.5 |
| 60 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2500 | 214.3 | 5,35,750 |
| 61 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 3500 | 162.55 | 5,68,925 |
| 62 | 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 | 5500 | 166.85 | 9,17,675 |
| 63 | 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 | 250 | 144.9 | 36,225 |
| 64 | 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 | 500 | 140.05 | 70,025 |
| 65 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 2 | 2,007.1 | 4,014.2 |
| 66 | In cement mortar | cum | 2 | 1,698.45 | 3,396.9 |
| 67 | Of area 3 sq. metres and below | Each | 15 | 118.3 | 1,774.5 |
| 68 | G.S. Sheet | Sqm | 1500 | 136 | 2,04,000 |
| 69 | Asbestos Cement sheet | Sqm | 1500 | 63.75 | 95,625 |
| 70 | 15 mm to 40 mm nominal bore | Metre | 120 | 124.1 | 14,892 |
| 71 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 10 | 744.6 | 7,446 |
| 72 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 480 | 45.05 | 21,624 |
| 73 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 5,781.35 | 57,813.5 |
| 74 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 5,540.55 | 55,405.5 |
| 75 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 5,268.85 | 52,688.5 |
| 76 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,275 | 22,750 |
| 77 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 10 | 1,500.05 | 15,000.5 |
| 78 | 610x510 mm bowl depth 200 mm | Each | 2 | 4,274.4 | 8,548.8 |
| 79 | 40 mm dia | Each | 12 | 104.35 | 1,252.2 |
| 80 | Rectangular shape 453x357 mm | Each | 10 | 1,158.95 | 11,589.5 |
| 81 | Rectangular shape 1500x450 mm | Each | 10 | 1,817.2 | 18,172 |
| 82 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 10 | 942.15 | 9,421.5 |
| 83 | C.P. brass | Each | 10 | 680.8 | 6,808 |
| 84 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 165 | 1,018.05 | 1,67,978.25 |
| 85 | 25 mm nominal dia Pipes | Metre | 250 | 408.55 | 1,02,137.5 |
| 86 | 32 mm nominal dia Pipes | Metre | 150 | 500.95 | 75,142.5 |
| 87 | 40 mm nominal dia Pipes | Metre | 350 | 674.35 | 2,36,022.5 |
| 88 | 15 mm nominal dia Pipes | Metre | 350 | 441.15 | 1,54,402.5 |
| 89 | 20 mm nominal dia Pipes | Metre | 120 | 513.75 | 61,650 |
| 90 | 50 mm nominal dia Pipes | Metre | 150 | 811.85 | 1,21,777.5 |
| 91 | 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 | 100000 | 9.7 | 9,70,000 |
| 92 | 15 mm nominal bore | Each | 10 | 708.4 | 7,084 |
| 93 | 15 mm nominal bore | Each | 10 | 594.75 | 5,947.5 |
| 94 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 10 | 170.05 | 1,700.5 |
| 95 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 103.15 | 1,031.5 |
| 96 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 10 | 180.8 | 1,808 |
| 97 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 10 | 223.5 | 2,235 |
| 98 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 10 | 106.15 | 1,061.5 |
| 99 | Square shape 450 mm internal dimension | Each | 10 | 1,257.4 | 12,574 |
| 100 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 250 | 433.95 | 1,08,487.5 |
| 101 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 150 | 531.8 | 79,770 |
| 102 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 40 | 1,019.8 | 40,792 |
| Schedule total | ₹2,45,99,732.53 | ||||
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