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Tender Value
Refer Docs
EMD Value
₹2.4 L
Closing Date
23 Oct 2026, 12:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
15 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 10 crore wherein eligibility criteria includes bid capacity)
Annual Contractual Turnover Data:- 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-VIB form separately duly supported by audited balance sheets and submit the same with the offer followed by the guidelines as mentioned in GCC-2022 and in this annexure. The format of Annexure- VIB is available in commercial compliance-Annexure in documents section of this tender.
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.
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 Provision of gang shelter/shed & Improvement of gang hut under Asansol Division And Provision of New Emergency Medical Room at Madhupur & Durgapur station.
O-AC-T-146-26-27~ER
O-AC-T-146-26-27
Open
Works - General
6 Months
Paschim Bardhaman, West Bengal
₹0
₹2.4 L
29 Sept 2026
29 Sept 2026
9 Oct 2026
76 items across 1 schedule · ₹1,40,89,251.81 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 220 | 326.68 | 71,869.6 |
| 2 | All kinds of soil | cum | 340 | 177.5 | 60,350 |
| 3 | All kinds of soil. | cum | 75 | 260.3 | 19,522.5 |
| 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 | 210 | 196 | 41,160 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 43 | 2,123.75 | 91,321.25 |
| 6 | All kinds of soil | Sqm | 400 | 34.15 | 13,660 |
| 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 | 300 | 17.6 | 5,280 |
| 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 | 76 | 7,878.5 | 5,98,766 |
| 9 | Foundations, footings, bases for columns | Sqm | 140 | 392.15 | 54,901 |
| 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 | 47 | 9,045.75 | 4,25,150.25 |
| 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 | 20 | 10,852.95 | 2,17,059 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 233 | 927.25 | 2,16,049.25 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 215 | 736.4 | 1,58,326 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 165 | 961.3 | 1,58,614.5 |
| 15 | 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 | 9 | 10,585.9 | 95,273.1 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 14000 | 107.85 | 15,09,900 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10100 | 107.85 | 10,89,285 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 175 | 9,504.75 | 16,63,331.25 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 80 | 9,860.4 | 7,88,832 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 42 | 733.5 | 30,807 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 76 | 7,370.65 | 5,60,169.4 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 125 | 9,344.35 | 11,68,043.75 |
| 23 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 68 | 905.05 | 61,543.4 |
| 24 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 123 | 1,123.8 | 1,38,227.4 |
| 25 | 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 | 244 | 1,267.95 | 3,09,379.8 |
| 26 | Sal wood | cum | 3.2 | 1,16,520.3 | 3,72,864.96 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 44 | 3,167.95 | 1,39,389.8 |
| 28 | 250x16 mm | Each | 22 | 193.7 | 4,261.4 |
| 29 | 150x10 mm | Each | 50 | 82.55 | 4,127.5 |
| 30 | 125 mm | Each | 52 | 66.25 | 3,445 |
| 31 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm ( +/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm ( +/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer- in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 33 | 3,068.85 | 1,01,272.05 |
| 32 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 67 | 492.7 | 33,010.9 |
| 33 | 1.0 mm thick | Sqm | 68 | 897.3 | 61,016.4 |
| 34 | Hot finished welded type tubes | Kg | 1500 | 194.4 | 2,91,600 |
| 35 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2650 | 172.6 | 4,57,390 |
| 36 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 12 | 614.2 | 7,370.4 |
| 37 | 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 | 165 | 1,315.3 | 2,17,024.5 |
| 38 | Size of Tile 600 x 600 mm | Sqm | 350 | 1,502.75 | 5,25,962.5 |
| 39 | 110 mm diameter | Metre | 94 | 377.4 | 35,475.6 |
| 40 | 110x110x110 mm | Each | 26 | 234.15 | 6,087.9 |
| 41 | 110 mm bend | Each | 47 | 150.35 | 7,066.45 |
| 42 | 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 | 110 | 738.65 | 81,251.5 |
| 43 | Ridges plain (500 - 600mm) | Metre | 30 | 532.35 | 15,970.5 |
| 44 | 1:6 (1 cement: 6 fine sand) | Sqm | 1540 | 333.35 | 5,13,359 |
| 45 | 1:3 (1 cement: 3 fine sand) | Sqm | 630 | 439.25 | 2,76,727.5 |
| 46 | 1:3 (1 cement : 3 fine sand) | Sqm | 290 | 300.45 | 87,130.5 |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 740 | 262.7 | 1,94,398 |
| 48 | 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 | 750 | 185.65 | 1,39,237.5 |
| 49 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 700 | 116.9 | 81,830 |
| 50 | Two or more coats on new work | Sqm | 140 | 155.9 | 21,826 |
| 51 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 12 | 2,434.25 | 29,211 |
| 52 | 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 | 4 | 3,551.25 | 14,205 |
| 53 | In cement mortar | cum | 7 | 2,060.2 | 14,421.4 |
| 54 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Sqm | 750 | 644.05 | 4,83,037.5 |
| 55 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 56 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 6 | 1,879.2 | 11,275.2 |
| 57 | 32 mm dia | Each | 14 | 103.9 | 1,454.6 |
| 58 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 6 | 1,607.95 | 9,647.7 |
| 59 | 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 | 2 | 708.95 | 1,417.9 |
| 60 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 42 | 362.9 | 15,241.8 |
| 61 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 86 | 545.75 | 46,934.5 |
| 62 | PPR Union 32mm | Each | 13 | 403.7 | 5,248.1 |
| 63 | PPR Union 40mm | Each | 13 | 543.1 | 7,060.3 |
| 64 | 20 mm nominal dia Pipes | Metre | 74 | 537.6 | 39,782.4 |
| 65 | 25 to 40 mm nominal bore | Each | 6 | 911.9 | 5,471.4 |
| 66 | 32 mm nominal bore. | Each | 9 | 689.6 | 6,206.4 |
| 67 | 40 mm nominal bore | Each | 9 | 826.1 | 7,434.9 |
| 68 | 25 mm nominal bore | Each | 6 | 464.05 | 2,784.3 |
| 69 | 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 | 5000 | 11 | 55,000 |
| 70 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 71 | 15 mm nominal bore | Each | 4 | 798.95 | 3,195.8 |
| 72 | 15mm nominal bore | Each | 12 | 574.3 | 6,891.6 |
| 73 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 12 | 125.6 | 1,507.2 |
| 74 | 15 mm nominal bore with 45 cm length | Each | 14 | 121.9 | 1,706.6 |
| 75 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 60 | 598.6 | 35,916 |
| 76 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 12 | 1,176.8 | 14,121.6 |
| Schedule total | ₹1,40,89,251.81 | ||||
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