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Tender Value
₹1.3 Cr
EMD Value
₹2.2 L
Closing Date
17 Feb 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
+ Capital Works)
CIVIL
14 conditions · 3 needing a document upload
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.
Definition of similar work:- Execution of any civil Engineering Works.
16 conditions · 6 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure Description 1. Annexure-I(a) Details of the Works Completed by the Tenderer during the last seven years to be filled & submitted as per Annexure-I(a). 2. Annexure-I(b) Details of contractual payment received by the Tenderer during the last 3 (three) financial years including the current financial year to be filled & submitted in Annexure-I(b). 3 Annexure-II Details of Plants and Machinery with the Tenderer to be filled & submitted as per Annexure- II. 4 Annexure-III Details of Personnel and Organization of the Tenderer to be filled & submitted as per Annexure-III. 5 Annexure-IV Details of Works Presently on hand of the Tenderer to be filled & submitted as per Annexure- IV. 6 Annexure-V Details regarding Association of Railway Officer(s) with the tenderer to be filled & submitted as per Annexure- V. 7 Annexure-VI List of the Arbitration Cases of the Tenderer during last five years to be filled & submitted as per Annexure-VI. 8 Annexure-VII List of the Court Cases of the Tenderer during last Five years to be filled & submitted in Annexure- VII. 9 Annexure- VIII NEFT MANDATE FORM. All Payments to the agency (including the refund of the Bid Security of the unsuccessful bidder preferably) will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure- VIII. 10 Annexure-IX GST COMPLAINT INVOICE : To be filled & submitted as per Annexure-IX. 11 Annexure-X FORMAT FOR CERTIFICATE TO BE SUBMITTED / UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per Annexure-X. 12. Annexure-X(A)-This certificate is to be given by attorney/authorized signatory/each member of Partnership firm/Joint Venture (JV)/Hindu Undivided Family (HUF)/Limited Liability Partnership (LLP) etc. 13. Annexure-XI LETTER OF CREDIT: To be filled & submitted as per Annexure-XI. 14.Annexure-XII BID SECURITY: Bank Guarantee Bond from any scheduled commercial bank of India to be filled & submitted as per Annexure-XII. 15.Annexure-XIII Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) to be filled & submitted as per Annexure-XIII. 16. Annexure- XIV TENDER FORM (FIRST SHEET)- Tender Form (First Sheet) to be filled & submitted as per Annexure-XIV. 17.Annexure-XV TENDERER'S CREDENTIALS (BID CAPACITY) to be submitted as per Annexure-XV. (This annexure will be applicable, if tender having advertised value more than Rs 20 crore wherein eligibility criteria includes bid capacity)
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT , etc. are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII,IX,XI, XII, XIII, XIV. These Annexures are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's.
Annual contractual turnover data details:- Each Bidder or each member of a JV must fill details of Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) in annexure-XIII form separately and submit the same with the offer followed by the guidelines as mentioned in this annexure. The format of Annexure-XIII ( Ref-Annexure-VIB of GCC-2022) is available in commercial compliance- Annexure in documents section of this tender.
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.
Open tender for Open tender for improvement of drainage system in approaches of LC 2/SPL/E/(SLS-RNPR) including rectification of gate safety fencing & other ancillary work in the section of AEN/MDP and Dust proofing, Petty repair, AC in Panel rooms, other safety related requirements.
O-AC-T-135-25-26~ER
O-AC-T-135-25-26
Open
Works - General
6 Months
Paschim Bardhaman, West Bengal
₹0
₹2.2 L
17 Feb 2026
20 Jan 2026
3 Feb 2026
89 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 500 | 180.4 | 90,200 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- lead | 4505 | 50.96 | 2,29,574.8 |
| 3 | All kinds of soil | cum | 95 | 205.45 | 19,517.75 |
| 4 | All kinds of soil. | cum | 1002 | 286.85 | 2,87,423.7 |
| 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 | 299 | 253.95 | 75,931.05 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 76 | 2,161.2 | 1,64,251.2 |
| 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 | 462 | 14.5 | 6,699 |
| 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 | 68 | 7,783.65 | 5,29,288.2 |
| 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 | 42 | 7,365.15 | 3,09,336.3 |
| 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 | 12 | 6,833.4 | 82,000.8 |
| 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 | 12 | 7,783.65 | 93,403.8 |
| 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 | 384 | 8,364.2 | 32,11,852.8 |
| 13 | 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 | 41 | 10,185.05 | 4,17,587.05 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 401 | 307.95 | 1,23,487.95 |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1571 | 669.55 | 10,51,863.05 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 35 | 766.55 | 26,829.25 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 42 | 608.35 | 25,550.7 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 15 | 804.25 | 12,063.75 |
| 19 | 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 | 21 | 9,673.5 | 2,03,143.5 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 60792 | 89.65 | 54,50,002.8 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1925 | 89.65 | 1,72,576.25 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 28 | 6,882 | 1,92,696 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 8,288.35 | 1,65,767 |
| 24 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 25 | 837.85 | 20,946.25 |
| 25 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 15 | 1,018.05 | 15,270.75 |
| 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 | 45 | 1,063.45 | 47,855.25 |
| 27 | Sal wood | cum | 1.3 | 1,06,720.85 | 1,38,737.11 |
| 28 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 42 | 1,897.1 | 79,678.2 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 35 | 2,818.5 | 98,647.5 |
| 30 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 21 | 2,015.75 | 42,330.75 |
| 31 | Fixed to steel windows by welding | Kg | 200 | 181 | 36,200 |
| 32 | 300x16 mm | Each | 20 | 180.55 | 3,611 |
| 33 | 150x10 mm | Each | 20 | 53.05 | 1,061 |
| 34 | 125 mm | Each | 20 | 35.2 | 704 |
| 35 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 28 | 1,025.65 | 28,718.2 |
| 36 | 250x16 mm | Each | 10 | 234.9 | 2,349 |
| 37 | 150x10 mm | Each | 20 | 75.55 | 1,511 |
| 38 | 125 mm | Each | 22 | 60.05 | 1,321.1 |
| 39 | Single rubber stopper | Each | 10 | 35.5 | 355 |
| 40 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. | Each | 5 | 739.8 | 3,699 |
| 41 | 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 | 18 | 408.25 | 7,348.5 |
| 42 | 30 mm thick plain PVC door shutters | Sqm | 18 | 2,455.1 | 44,191.8 |
| 43 | 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 | 200 | 93.05 | 18,610 |
| 44 | 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 | 200 | 111.95 | 22,390 |
| 45 | 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 | 15 | 9,397.35 | 1,40,960.25 |
| 46 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 10 | 2,718.9 | 27,189 |
| 47 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 100 | 142.3 | 14,230 |
| 48 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 25 | 545 | 13,625 |
| 49 | Acid and alkali resistant tile | Sqm | 60 | 1,515.45 | 90,927 |
| 50 | Acid and alkali resistant tile | Sqm | 50 | 1,637.7 | 81,885 |
| 51 | Size of Tile 600 x 600 mm | Sqm | 82 | 1,359.2 | 1,11,454.4 |
| 52 | 110 mm diameter | Metre | 200 | 319.75 | 63,950 |
| 53 | 110x110x110 mm | Each | 180 | 205.45 | 36,981 |
| 54 | 110 mm bend | Each | 150 | 132 | 19,800 |
| 55 | 1:6 (1 cement: 6 fine sand) | Sqm | 750 | 282 | 2,11,500 |
| 56 | 1:4 (1 cement: 4 fine sand) | Sqm | 450 | 339.7 | 1,52,865 |
| 57 | 1:3 (1 cement: 3 fine sand) | Sqm | 600 | 374.15 | 2,24,490 |
| 58 | 1:3 (1 cement : 3 fine sand) | Sqm | 590 | 253.05 | 1,49,299.5 |
| 59 | Two or more coats on new work | Sqm | 550 | 92.75 | 51,012.5 |
| 60 | 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 | 610 | 166.85 | 1,01,778.5 |
| 61 | Two or more coats on new work | Sqm | 420 | 131.45 | 55,209 |
| 62 | Two or more coats on new work | Sqm | 480 | 121.45 | 58,296 |
| 63 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 320 | 5.05 | 1,616 |
| 64 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 10 | 2,007.1 | 20,071 |
| 65 | 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 | 8 | 2,928.1 | 23,424.8 |
| 66 | In cement mortar | cum | 8 | 1,698.45 | 13,587.6 |
| 67 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Sqm | 200 | 607.2 | 1,21,440 |
| 68 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 510 | 213.9 | 1,09,089 |
| 69 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 320 | 268.2 | 85,824 |
| 70 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 250 | 320.6 | 80,150 |
| 71 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 110 | 419.25 | 46,117.5 |
| 72 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 400 | 568.6 | 2,27,440 |
| 73 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 65 | 654.65 | 42,552.25 |
| 74 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 55 | 879.45 | 48,369.75 |
| 75 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 50 | 1,223.9 | 61,195 |
| 76 | PPR Union 20mm | Each | 20 | 295.75 | 5,915 |
| 77 | PPR Union 25mm | Each | 20 | 362.65 | 7,253 |
| 78 | PPR Union 32mm | Each | 20 | 416.15 | 8,323 |
| 79 | 15 mm nominal bore | Each | 40 | 303.85 | 12,154 |
| 80 | 20 mm nominal bore | Each | 20 | 327.95 | 6,559 |
| 81 | 32 mm nominal bore. | Each | 40 | 589.9 | 23,596 |
| 82 | 40 mm nominal bore | Each | 25 | 707.3 | 17,682.5 |
| 83 | 50 mm nominal bore | Each | 25 | 878.25 | 21,956.25 |
| 84 | 20 mm nominal bore | Each | 20 | 397.45 | 7,949 |
| 85 | 25 mm nominal bore | Each | 20 | 399.15 | 7,983 |
| 86 | 15 mm nominal bore | Each | 40 | 434.2 | 17,368 |
| 87 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 120 | 466.3 | 55,956 |
| 88 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 120 | 564.8 | 67,776 |
| 89 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 95 | 1,019.8 | 96,881 |
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