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Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
8 Sept 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 · 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:- Any Civil Engineering works.
17 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)
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 Improvement of Quarters at Ukhra, Kajora & Chinpai Railway Colony including door & window, sanitary work & ancillary work under the jurisdiction of Divisional Engineer(4)/Asansol
O-AC-T-117-26-27~ER
O-AC-T-117-26-27
Open
Works - General
12 Months
Paschim Bardhaman, West Bengal
₹0
₹3.2 L
13 Aug 2026
13 Aug 2026
25 Aug 2026
74 items across 1 schedule · ₹1,88,33,337.2 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 375 | 326.68 | 1,22,505 |
| 2 | All kinds of soil | cum | 750 | 177.5 | 1,33,125 |
| 3 | 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 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 45 | 2,123.75 | 95,568.75 |
| 5 | 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 | 8000 | 17.6 | 1,40,800 |
| 6 | Beyond 30 cm girth upto and including 60 cm girth | Each | 100 | 532.35 | 53,235 |
| 7 | 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 | 110 | 7,878.5 | 8,66,635 |
| 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 | 115 | 9,045.75 | 10,40,261.25 |
| 9 | 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 | 15 | 10,852.95 | 1,62,794.25 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 410 | 392.15 | 1,60,781.5 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 260 | 961.3 | 2,49,938 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 13000 | 107.85 | 14,02,050 |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 210 | 9,344.35 | 19,62,313.5 |
| 14 | 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 | 330 | 1,267.95 | 4,18,423.5 |
| 15 | Sal wood | cum | 1 | 1,16,520.3 | 1,16,520.3 |
| 16 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 50 | 2,241.8 | 1,12,090 |
| 17 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 17 | 2,392.65 | 40,675.05 |
| 18 | 250x16 mm | Each | 20 | 260.6 | 5,212 |
| 19 | 150x10 mm | Each | 20 | 82.55 | 1,651 |
| 20 | 125 mm | Each | 30 | 66.25 | 1,987.5 |
| 21 | 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 | 95 | 492.7 | 46,806.5 |
| 22 | 30 mm thick plain PVC door shutters | Sqm | 36.1 | 3,182.95 | 1,14,904.5 |
| 23 | 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 | 3500 | 117.35 | 4,10,725 |
| 24 | 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 | 2500 | 133.7 | 3,34,250 |
| 25 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3525 | 172.6 | 6,08,415 |
| 26 | 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 | 1280 | 792.05 | 10,13,824 |
| 27 | 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 | 300 | 1,096.55 | 3,28,965 |
| 28 | Size of Tile 600x600 mm | Sqm | 50 | 1,553.45 | 77,672.5 |
| 29 | 110 mm diameter | Metre | 200 | 377.4 | 75,480 |
| 30 | 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 | 210 | 738.65 | 1,55,116.5 |
| 31 | Ridges plain (500 - 600mm) | Metre | 20 | 532.35 | 10,647 |
| 32 | 1:4 (1 cement: 4 fine sand) | Sqm | 3700 | 347.05 | 12,84,085 |
| 33 | 1:3 (1 cement: 3 fine sand) | Sqm | 1300 | 439.25 | 5,71,025 |
| 34 | Neat cement punning. | Sqm | 2500 | 79.95 | 1,99,875 |
| 35 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 5800 | 193.7 | 11,23,460 |
| 36 | Two or more coats on new work | Sqm | 1200 | 155.9 | 1,87,080 |
| 37 | Two or more coats on new work | Sqm | 150 | 146.8 | 22,020 |
| 38 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 2500 | 6.15 | 15,375 |
| 39 | Old work (one or more coats) | Sqm | 2000 | 62.7 | 1,25,400 |
| 40 | 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 | 1500 | 25.15 | 37,725 |
| 41 | 3 mm thick | Sqm | 2100 | 537.45 | 11,28,645 |
| 42 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 8 | 2,434.25 | 19,474 |
| 43 | 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 | 2 | 3,551.25 | 7,102.5 |
| 44 | In cement mortar | cum | 8 | 2,060.2 | 16,481.6 |
| 45 | 63 mm to 45 mm size stone aggregate | cum | 72 | 1,636.05 | 1,17,795.6 |
| 46 | 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 | 72 | 1,046.95 | 75,380.4 |
| 47 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 100 | 194.3 | 19,430 |
| 48 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 448 | 13.45 | 6,025.6 |
| 49 | On bituminous surface @ 0.25kg/sqm | Sqm | 448 | 9.2 | 4,121.6 |
| 50 | With paving Asphalt grade VG - 30 with no solvent | Sqm | 448 | 294.95 | 1,32,137.6 |
| 51 | 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 | 448 | 505.65 | 2,26,531.2 |
| 52 | 25 mm thick | Sqm | 240 | 854.15 | 2,04,996 |
| 53 | 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 | 240 | 88.55 | 21,252 |
| 54 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 300 | 375.8 | 1,12,740 |
| 55 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 56 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,648.85 | 26,488.5 |
| 57 | Orissa pattern W.C. pan of size 580x440 mm | Each | 20 | 3,169.05 | 63,381 |
| 58 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 354 | 362.9 | 1,28,466.6 |
| 59 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 1180 | 265.05 | 3,12,759 |
| 60 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 1568 | 597.75 | 9,37,272 |
| 61 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 600 | 975.3 | 5,85,180 |
| 62 | PPR Union 25mm | Each | 40 | 334 | 13,360 |
| 63 | PPR Union 32mm | Each | 30 | 403.7 | 12,111 |
| 64 | PPR Union 63mm | Each | 50 | 913 | 45,650 |
| 65 | 25 mm nominal bore | Each | 25 | 622.4 | 15,560 |
| 66 | 32 mm nominal bore. | Each | 20 | 689.6 | 13,792 |
| 67 | 65 mm nominal bore | Each | 10 | 1,742.15 | 17,421.5 |
| 68 | 25 mm nominal bore | Each | 20 | 464.05 | 9,281 |
| 69 | Class I | Each | 2 | 4,791.2 | 9,582.4 |
| 70 | 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 | 20000 | 11 | 2,20,000 |
| 71 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 80 | 125.6 | 10,048 |
| 72 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 120 | 495.05 | 59,406 |
| 73 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 598.6 | 59,860 |
| 74 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 20 | 15,155.6 | 3,03,112 |
| Schedule total | ₹1,88,33,337.2 | ||||
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