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Tender Value
Refer Docs
EMD Value
₹4.7 L
Closing Date
1 Oct 2026, 3:00 pm4d left
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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.
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.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote their rates considering the latest GST rate.
(i) Dhapdhapi (DPDP) Yard Remodeling. (ii) At Nischindapur: Provision of Over Run-Line (120 m) & extension of existing Loop line at Nischindapur. (iii) At Baruipur: Repairs to damaged station approach area including road connected to LC Gates in side railway premises with all other ancillary works under Assistant Engineer/Baruipur.
TN-149-26-27~ER
TN-149-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹4.7 L
7 Sept 2026
7 Sept 2026
17 Sept 2026
257 items across 4 schedules · ₹97,46,446.28 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 5 km upto 10 km per km | cum-km | — | 750 18.53 | 13,897.5 |
| 2 | Beyond 10 km upto 20 km per km | cum-km | — | 750 15.08 | 11,310 |
| 3 | All kinds of soil. | cum | — | 375 260.3 | 97,612.5 |
| 4 | 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 | — | 36 196 | 7,056 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | — | 3130 700.5 | 21,92,565 |
| 6 | All kinds of soil | Sqm | — | 1552 34.15 | 53,000.8 |
| 7 | 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 | — | 662 17.6 | 11,651.2 |
| 8 | 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 | — | 40 8340.85 | 3,33,634 |
| 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 | — | 90 7878.5 | 7,09,065 |
| 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 | — | 24 7294.7 | 1,75,072.8 |
| 11 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | — | 4 10105.1 | 40,420.4 |
| 12 | 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 | — | 20 8726.85 | 1,74,537 |
| 13 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | — | 35 8986.15 | 3,14,515.25 |
| 14 | 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 | — | 31 9045.75 | 2,80,418.25 |
| 15 | 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 | — | 16 10852.95 | 1,73,647.2 |
| 16 | cum | — | 25 11505.5 | 2,87,637.5 | |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | — | 57.5 392.15 | 22,548.63 |
| 18 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | — | 138 842.5 | 1,16,265 |
| 19 | Suspended floors, roofs, landings, balconies and access platform | Sqm | — | 28 927.25 | 25,963 |
| 20 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | — | 30 736.4 | 22,092 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | — | 32 961.3 | 30,761.6 |
| 22 | Under 20 cm wide | Metre | — | 51 208.55 | 10,636.05 |
| 23 | Weather shade, Chajjas, corbels etc., including edges | Sqm | — | 6.5 951.1 | 6,182.15 |
| 24 | 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 | — | 20 10585.9 | 2,11,718 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | — | 6000 107.85 | 6,47,100 |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | — | 5400 107.85 | 5,82,390 |
| 27 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 35 9504.75 | 3,32,666.25 |
| 28 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | — | 50 733.5 | 36,675 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 129.5 | 7,132.25 | 9,23,626.38 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 125 9105.95 | 11,38,243.75 |
| 31 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | — | 4 905.05 | 3,620.2 |
| 32 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | — | 50 1123.8 | 56,190 |
| 33 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | — | 275 238.35 | 65,546.25 |
| 34 | Sal wood | cum | — | .34 103140.1 | 35,067.63 |
| 35 | 150x10 mm | Each | — | 10 82.55 | 825.5 |
| 36 | 125 mm | Each | — | 6 66.25 | 397.5 |
| 37 | 150x34x24 mm weighing not less than 26 gms | Each | — | 4 41.55 | 166.2 |
| 38 | 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 | — | 13.9 570.95 | 7,936.21 |
| 39 | 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 | — | 5.55 3720.75 | 20,650.16 |
| 40 | 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 | — | 150 117.35 | 17,602.5 |
| 41 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | — | 4.2 5804.35 | 24,378.27 |
| 42 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | — | 30 97.2 | 2,916 |
| 43 | Providing and fixing bolts including nuts and washers complete. | Kg | — | 10 159.35 | 1,593.5 |
| 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 | — | 330 792.05 | 2,61,376.5 |
| 45 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | — | 30 614.2 | 18,426 |
| 46 | Gutter (600 mm over all girth) | Metre | — | 20 1313.7 | 26,274 |
| 47 | 1:6 (1 cement: 6 coarse sand) | Sqm | — | 90 343.65 | 30,928.5 |
| 48 | 1:6 (1 cement: 6 coarse sand) | Sqm | — | 275 395.35 | 1,08,721.25 |
| 49 | 1:3 (1 cement: 3 fine sand) | Sqm | — | 625 439.25 | 2,74,531.25 |
| 50 | 1:4 (1 cement: 4 fine sand) | Sqm | — | 62 425.55 | 26,384.1 |
| 51 | 1:3 (1 cement : 3 fine sand) | Sqm | — | 30 300.45 | 9,013.5 |
| 52 | 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 | — | 140 185.65 | 25,991 |
| 53 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | — | 90 160.6 | 14,454 |
| 54 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | — | 80 226.25 | 18,100 |
| 55 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | — | 5000 6.15 | 30,750 |
| 56 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | — | 100 25.15 | 2,515 |
| 57 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | — | 20.5 2434.25 | 49,902.13 |
| 58 | 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 | — | 11 3551.25 | 39,063.75 |
| 59 | In mud mortar | cum | — | 5 704.9 | 3,524.5 |
| 60 | From brick work in cement mortar | 1000 Nos. | — | 15 6700.8 | 100.51 |
| 61 | Of area 3 sq. metres and below | Each | — | 4 367.2 | 1,468.8 |
| 62 | R.S. Joists | Kg | — | 4000 3.4 | 13,600 |
| 63 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | — | 150 263.95 | 39,592.5 |
| 64 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | — | 100 218.9 | 21,890 |
| 65 | 90 mm to 45 mm size stone aggregate | cum | — | 188 2098.4 | 3,94,499.2 |
| 66 | 53 mm to 22.4 mm size stone aggregate | cum | — | 150 1842.3 | 2,76,345 |
| 67 | Over burnt (Jhama) brick aggregate 90 mm to 45 mm | cum | — | 100 872.05 | 87,205 |
| 68 | Stone screening 13.2 mm nominal size (Type A) | cum | — | 7 2034.35 | 14,240.45 |
| 69 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | — | 350 1046.95 | 3,66,432.5 |
| 70 | Over burnt (Jhama) brick aggregate 90 mm to 45 mm | cum | — | 100 879.7 | 87,970 |
| 71 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | — | 3450 194.3 | 6,70,335 |
| 72 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | — | 1500 33.3 | 49,950 |
| 73 | Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) | Sqm | — | 1200 125.3 | 1,50,360 |
| 74 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | — | 100 13.45 | 1,345 |
| 75 | On bituminous surface @ 0.25kg/sqm | Sqm | — | 100 9.2 | 920 |
| 76 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | — | 3275 21.2 | 69,430 |
| 77 | On bituminous surface @ 0.25kg/sqm | Sqm | — | 2680 14.05 | 37,654 |
| 78 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | — | 100 281 | 28,100 |
| 79 | With paving Asphalt grade VG - 30 with no solvent | Sqm | — | 3450 294.95 | 10,17,577.5 |
| 80 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | — | 100 505.65 | 50,565 |
| 81 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | — | 3550 88.55 | 3,14,352.5 |
| 82 | 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 | — | 280 7993.8 | 22,38,264 |
| 83 | New work (Two or more coats) | Sqm | — | 858 188.2 | 1,61,475.6 |
| 84 | New work (Two or more coats) | Sqm | — | 10 288.9 | 2,889 |
| 85 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | — | 1 6767.4 | 6,767.4 |
| 86 | Sand cast iron S&S pipe as per IS: 1729 | Metre | — | 10 1151.9 | 11,519 |
| 87 | Sand cast iron S&S as per IS - 1729 | Each | — | 2 598.5 | 1,197 |
| 88 | 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 | — | 4000 11 | 44,000 |
| 89 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | — | 25 112.8 | 2,820 |
| 90 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | — | 4 523.8 | 2,095.2 |
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