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Tender Value
₹44.8 L
EMD Value
₹89,600
Closing Date
5 Oct 2026, 12:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CIVIL
14 conditions · 4 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)
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 provision of infrastructure facilities including drainage & gate lodge improvement, sign board, safety fencing etc at LC gates in STN-PKA in the jurisdiction of AEN/II/ASN under Sr. DEN/1/ASN.
O-AC-T-132-26-27~ER
O-AC-T-132-26-27
Open
Works - General
6 Months
Paschim Bardhaman, West Bengal
₹0
₹89,600
8 Sept 2026
8 Sept 2026
21 Sept 2026
77 items across 1 schedule · ₹52,70,922.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 60 | 326.68 | 19,600.8 |
| 2 | 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 | 40 | 494.1 | 19,764 |
| 3 | All kinds of soil. | cum | 175 | 260.3 | 45,552.5 |
| 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 | 20 | 196 | 3,920 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 28 | 2,123.75 | 59,465 |
| 6 | 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 | 400 | 17.6 | 7,040 |
| 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 | 18 | 8,340.85 | 1,50,135.3 |
| 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 | 20 | 7,878.5 | 1,57,570 |
| 9 | Foundations, footings, bases for columns | Sqm | 280 | 392.15 | 1,09,802 |
| 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 | 38 | 9,045.75 | 3,43,738.5 |
| 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 | 78 | 10,852.95 | 8,46,530.1 |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 88 | 842.5 | 74,140 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 7900 | 107.85 | 8,52,015 |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 28 | 7,370.65 | 2,06,378.2 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 102 | 9,344.35 | 9,53,123.7 |
| 16 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 50 | 905.05 | 45,252.5 |
| 17 | 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 | 25 | 1,267.95 | 31,698.75 |
| 18 | Sal wood | cum | .15 | 1,16,520.3 | 17,478.05 |
| 19 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 3,167.95 | 31,679.5 |
| 20 | 300x16 mm | Each | 4 | 216.55 | 866.2 |
| 21 | 150x10 mm | Each | 4 | 59.45 | 237.8 |
| 22 | 125 mm | Each | 4 | 39.95 | 159.8 |
| 23 | 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 | 4 | 1,124.85 | 4,499.4 |
| 24 | 150x10 mm | Each | 6 | 82.55 | 495.3 |
| 25 | 125 mm | Each | 6 | 66.25 | 397.5 |
| 26 | 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 | 4 | 868.95 | 3,475.8 |
| 27 | 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 | 6 | 3,068.85 | 18,413.1 |
| 28 | 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 | 12 | 492.7 | 5,912.4 |
| 29 | 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 | 300 | 117.35 | 35,205 |
| 30 | 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 | 150 | 133.7 | 20,055 |
| 31 | 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 | 80 | 792.05 | 63,364 |
| 32 | Size of Tile 600 x 600 mm | Sqm | 210 | 1,502.75 | 3,15,577.5 |
| 33 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| 34 | 110x110x110 mm | Each | 22 | 234.15 | 5,151.3 |
| 35 | 75 mm bend | Each | 25 | 105.9 | 2,647.5 |
| 36 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 347.05 | 1,73,525 |
| 37 | 1:6 (1 cement: 6 fine sand) | Sqm | 90 | 333.35 | 30,001.5 |
| 38 | 12 mm cement plaster | Sqm | 120 | 449.55 | 53,946 |
| 39 | 1:3 (1 cement : 3 fine sand) | Sqm | 105 | 300.45 | 31,547.25 |
| 40 | Flush / Ruled/ Struck or weathered pointing | Sqm | 20 | 257.35 | 5,147 |
| 41 | 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 | 20 | 185.65 | 3,713 |
| 42 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 120 | 116.9 | 14,028 |
| 43 | 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 | 82 | 160.6 | 13,169.2 |
| 44 | Two or more coats on new work | Sqm | 550 | 155.9 | 85,745 |
| 45 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 120 | 6.15 | 738 |
| 46 | 20 mm wide and 15 mm deep groove | Metre | 130 | 75.8 | 9,854 |
| 47 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 48 | 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 | 550 | 54.65 | 30,057.5 |
| 49 | On bituminous surface @ 0.25kg/sqm | Sqm | 150 | 14.05 | 2,107.5 |
| 50 | 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 | 150 | 88.55 | 13,282.5 |
| 51 | 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | Sqm | 150 | 277.7 | 41,655 |
| 52 | Overhead informatory road signage | Sqm | 20 | 5,879.9 | 1,17,598 |
| 53 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 54 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 2 | 1,879.2 | 3,758.4 |
| 55 | 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 | 2 | 1,607.95 | 3,215.9 |
| 56 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 18 | 477.85 | 8,601.3 |
| 57 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 22 | 265.05 | 5,831.1 |
| 58 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 25 | 316.25 | 7,906.25 |
| 59 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 25 | 415.1 | 10,377.5 |
| 60 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 27 | 450.95 | 12,175.65 |
| 61 | PPR Union 20mm | Each | 3 | 315.5 | 946.5 |
| 62 | PPR Union 25mm | Each | 3 | 334 | 1,002 |
| 63 | PPR Union 32mm | Each | 3 | 403.7 | 1,211.1 |
| 64 | PPR Union 40mm | Each | 3 | 543.1 | 1,629.3 |
| 65 | PPR Union 50mm | Each | 3 | 782.1 | 2,346.3 |
| 66 | 25 mm nominal bore | Each | 3 | 622.4 | 1,867.2 |
| 67 | 20 mm nominal bore | Each | 3 | 539.95 | 1,619.85 |
| 68 | 32 mm nominal bore. | Each | 3 | 689.6 | 2,068.8 |
| 69 | 40 mm nominal bore | Each | 3 | 826.1 | 2,478.3 |
| 70 | 50 mm nominal bore | Each | 3 | 1,026.65 | 3,079.95 |
| 71 | 15 mm nominal bore | Each | 3 | 97.75 | 293.25 |
| 72 | 100 mm diameter | Each | 2 | 193.95 | 387.9 |
| 73 | 15 mm nominal bore | Each | 3 | 506.8 | 1,520.4 |
| 74 | 15 mm nominal bore | Each | 3 | 670.45 | 2,011.35 |
| 75 | 15mm nominal bore | Each | 3 | 574.3 | 1,722.9 |
| 76 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 634.45 | 63,445 |
| 77 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 10 | 1,176.8 | 11,768 |
| Schedule total | ₹52,70,922.25 | ||||
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