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Tender Value
₹70.5 L
EMD Value
₹1.4 L
Closing Date
29 Jul 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.
Similar nature of work:- "Any Civil Engineering works."
24 conditions · 7 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)
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.
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.
Open tender for provision of 750V power supply for maintenance of HOG coaches through 2000 KVA CSS at New Coaching Complex, Asansol with other ancillary work in the jurisdiction of AEN/HQ/ASN under Sr.DEN/1/ASN.
O-AC-T-99-26-27
O-AC-T-99-26-27
Open
Works - General
6 Months
Paschim Bardhaman, West Bengal
₹0
₹1.4 L
29 Jul 2026
3 Jul 2026
15 Jul 2026
64 items across 2 schedules · ₹54,279.4 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 82 | 326.68 | 26,787.76 |
| 2 | All kinds of soil | cum | 180 | 177.5 | 31,950 |
| 3 | All kinds of soil. | cum | 50 | 260.3 | 13,015 |
| 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 | 35 | 196 | 6,860 |
| 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 | 25 | 700.5 | 17,512.5 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 40 | 2,123.75 | 84,950 |
| 7 | All kinds of soil | Sqm | 650 | 34.15 | 22,197.5 |
| 8 | 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 | 580 | 17.6 | 10,208 |
| 9 | Beyond 30 cm girth upto and including 60 cm girth | Each | 4 | 532.35 | 2,129.4 |
| 10 | Beyond 60 cm girth upto and including 120 cm girth | Each | 3 | 2,373.5 | 7,120.5 |
| 11 | 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 | 45 | 7,878.5 | 3,54,532.5 |
| 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 | 52 | 9,045.75 | 4,70,379 |
| 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 | 85 | 10,852.95 | 9,22,500.75 |
| 14 | cum | 42 | 11,505.5 | 4,83,231 | |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 220 | 392.15 | 86,273 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 190 | 927.25 | 1,76,177.5 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 195 | 736.4 | 1,43,598 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 120 | 961.3 | 1,15,356 |
| 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 | 4 | 10,585.9 | 42,343.6 |
| 20 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 20150 | 107.85 | 21,73,177.5 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 25 | 733.5 | 18,337.5 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 25 | 7,370.65 | 1,84,266.25 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 115 | 9,344.35 | 10,74,600.25 |
| 24 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 25 | 905.05 | 22,626.25 |
| 25 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 12 | 1,150.5 | 13,806 |
| 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 | 32 | 1,267.95 | 40,574.4 |
| 27 | Sal wood | cum | .4 | 1,16,520.3 | 46,608.12 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 14 | 3,167.95 | 44,351.3 |
| 29 | 300x16 mm | Each | 10 | 216.55 | 2,165.5 |
| 30 | 150x10 mm | Each | 8 | 59.45 | 475.6 |
| 31 | 125 mm | Each | 8 | 39.95 | 319.6 |
| 32 | 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 | 8 | 1,124.85 | 8,998.8 |
| 33 | 150x10 mm | Each | 10 | 82.55 | 825.5 |
| 34 | 125 mm | Each | 10 | 66.25 | 662.5 |
| 35 | 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 | 8 | 868.95 | 6,951.6 |
| 36 | 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 | 11,439.6 | 1,14,396 |
| 37 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 12 | 3,191.35 | 38,296.2 |
| 38 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 260 | 172.6 | 44,876 |
| 39 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 90 | 772.4 | 69,516 |
| 40 | 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 colours such as 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 pointing the joints with white cement and matching pigment etc., complete. | Sqm | 22 | 1,096.55 | 24,124.1 |
| 41 | Size of Tile 600 x 600 mm | Sqm | 205 | 1,502.75 | 3,08,063.75 |
| 42 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| 43 | 110x110x110 mm | Each | 20 | 234.15 | 4,683 |
| 44 | 75 mm bend | Each | 22 | 105.9 | 2,329.8 |
| 45 | 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 | 250 | 738.65 | 1,84,662.5 |
| 46 | Ridges plain (500 - 600mm) | Metre | 40 | 532.35 | 21,294 |
| 47 | Precoated/mill finish aluminium Gutter (600 mm over all girth) | Metre | 16 | 1,808.65 | 28,938.4 |
| 48 | 1:6 (1 cement: 6 fine sand) | Sqm | 750 | 333.35 | 2,50,012.5 |
| 49 | 1:3 (1 cement: 3 fine sand) | Sqm | 160 | 439.25 | 70,280 |
| 50 | 1:3 (1 cement : 3 fine sand) | Sqm | 190 | 300.45 | 57,085.5 |
| 51 | Flush / Ruled/ Struck or weathered pointing | Sqm | 50 | 257.35 | 12,867.5 |
| 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 | 180 | 185.65 | 33,417 |
| 53 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 225 | 116.9 | 26,302.5 |
| 54 | 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 | 250 | 160.6 | 40,150 |
| 55 | Two or more coats on new work | Sqm | 85 | 155.9 | 13,251.5 |
| 56 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 350 | 6.15 | 2,152.5 |
| 57 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 4 | 2,434.25 | 9,737 |
| 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 | 3 | 3,551.25 | 10,653.75 |
| 59 | In cement mortar | cum | 3 | 2,060.2 | 6,180.6 |
| 60 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Sqm | 120 | 644.05 | 77,286 |
| 61 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 160 | 634.45 | 1,01,512 |
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nit.pdf
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ANNEXURE-X_A_.pdf
ATTACHMENT
Tenderdocuments.pdf
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AnnexuresforCommercialcompliances.pdf Annexures for Commercial Compliance
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CheckList_1.pdf
ATTACHMENT
AdvCSGCC2022.pdf
ATTACHMENT
Annexure-X_1.pdf
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Annexuresoftechnicalcompliancess.pdf
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JPOTelecomcircular9of2023_1.pdf
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GCC-2022_3.pdf
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AdvancecorrectionslipNo11ofGCC2022.pdf Advance Correction Slip No11 of GCC
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AnnexuresforCommercialcompliances.pdf
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AdvancecorrectionslipNo11ofGCC2022.pdf
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