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Tender Value
₹1.6 Cr
EMD Value
₹2.3 L
Closing Date
10 Feb 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
DRM/WORKS
14 conditions · 2 needing a document upload
10.2 - Financial Eligibility Criteria: 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, as provided at Page 41 of tender documents, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
10.1 Technical Eligibility Criteria: (a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Non-submission of the Completion certificate issued by the Competent Authority shall result into summarily rejection of the offer.
Defination of Similar Work :- 3.1 - Any Civil Construction or repair work
23 conditions · 2 needing a document upload
"The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if applicable.
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.
Tenderers are required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
In addition to latest provisions of GCC, and all contents of tender documents, all other latest instructions of Railway Boards issued vide various letters received from time to time on concerned matters and related to tender, will also be applicable for the tenders as per necessity and tenderers have to co-operate with Railways and ensure the compliance
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
As per ACS 1 to GCC April 2022, issued vide Railway Board's letter dt. 14.07.2022, PVC Clause shall be applicable only in tenders having advertised value above Rs. 2 Crores provided to the provisions as per clause 46A-1. Tenderers should take a note and quote their rates accordingly.
In case Civil work tenders, the quantity of cement required in the items where necessary, will be used by the contractor on the same rates as accepted in tender, as per the quantity mentioned against each item in Standard Schedule of Rates/DSR, though not mentioned in tender schedule.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value,
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of Sr. DFM/WCR/BPL, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid.
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) has been introduced and available on website with all correction slips issued up to date for inviting tender and same will be applicable for this tender. Advance Correction Slip No. 1, 2, 3, 4, 5, 6, 7, 8, 9 and 10 to Indian Railways Standard General Conditions of Contract, April - 2022 circulated by the Railway Board vide letter No. 2022/CE-I/ CT/GCC-2022/Policy dated 14.07.2022, 13.12.2022, 26.04.2023, 07.08.2023, 20.10.2023 , 21.12.2023, 25.09.2024, 20.12.2024, 09.01.2025 and 04.03.2025 are applicable to this tender. Tenderers are requested to download the same from the railways website and ensure the implementation of the latest provisions made in GCC while execution of work. After that, if any latest correction slip issued by Railway Board on any matter, will also be applicable with immediate effect, though not mentioned in original tender document.
Bhopal Division: Improvement of Divyangjan facilities at Sant Hirdaram Nagar, Harda, Itarsi, Narmadapuram, Sanchi, Vidisha, Ganjbasoda, Guna & Shivpuri stations.
WCR-BPL-W-25-26-C-35-138~WCR
WCR-BPL-W-25-26-C-35-138
Open
Works - General
6 Months
Bhopal, Madhya Pradesh
₹0
₹2.3 L
10 Feb 2026
19 Jan 2026
27 Jan 2026
76 items across 2 schedules · ₹1,76,22,002.87 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | — | — | — | 13,982.93 |
| 2 | 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 | 2000 | 14.5 | 29,000 |
| 3 | 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 | 13.4 | 7,365.15 | 98,693.01 |
| 4 | 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 | 42.6 | 6,833.4 | 2,91,102.84 |
| 5 | Foundations, footings, bases for columns | Sqm | 316 | 307.95 | 97,312.2 |
| 6 | 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 | 20.06 | 8,364.2 | 1,67,785.85 |
| 7 | 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 | 10.6 | 10,185.05 | 1,07,961.53 |
| 8 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 158.4 | 669.55 | 1,06,056.72 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 110.72 | 766.55 | 84,872.42 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 43.2 | 608.35 | 26,280.72 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 13.44 | 804.25 | 10,809.12 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 4827.62 | 89.65 | 4,32,796.13 |
| 13 | From ground level upto plinth level | cum | 16.33 | 5,588.65 | 91,262.65 |
| 14 | Above plinth level upto floor V level | cum | 27.15 | 7,218.75 | 1,95,989.06 |
| 15 | 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 | 556.23 | 1,063.45 | 5,91,522.79 |
| 16 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 9 | 1,897.1 | 17,073.9 |
| 17 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 8 | 1,521.6 | 12,172.8 |
| 18 | 125 mm | Each | 12 | 224.95 | 2,699.4 |
| 19 | 250x16 mm | Each | 8 | 165.9 | 1,327.2 |
| 20 | 250x10 mm | Each | 4 | 74.65 | 298.6 |
| 21 | 100 mm | Each | 8 | 28.25 | 226 |
| 22 | 250x16 mm | Each | 8 | 234.9 | 1,879.2 |
| 23 | 150x10 mm | Each | 8 | 75.55 | 604.4 |
| 24 | 100 mm | Each | 8 | 53.25 | 426 |
| 25 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (+/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (+/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. (For W.C. and bathroom door shutter). | Sqm | 12.6 | 1,790.65 | 22,562.19 |
| 26 | 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 | 25.2 | 408.25 | 10,287.9 |
| 27 | Providing and fixing steel roller for uPVC sliding door with necessary screws etc. complete. | Each | 4 | 155.1 | 620.4 |
| 28 | 18 mm thick | Sqm | 540.24 | 1,215.75 | 6,56,796.78 |
| 29 | 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 | 113.04 | 111.95 | 12,654.83 |
| 30 | Hot finished welded type tubes | Kg | 5501.8 | 154.9 | 8,52,228.82 |
| 31 | 10 x 160 mm | Each | 256 | 191.95 | 49,139.2 |
| 32 | 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, i/c 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 | 280 | 612.25 | 1,71,430 |
| 33 | Dark shade pigment using ordinary cement | Sqm | 222.6 | 1,240.75 | 2,76,190.95 |
| 34 | 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 | 17.6 | 935.6 | 16,466.56 |
| 35 | 110 mm diameter | Metre | 40 | 319.75 | 12,790 |
| 36 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 27.6 | 671.55 | 18,534.78 |
| 37 | Gutter (600 mm over all girth) | Metre | 12 | 1,110.6 | 13,327.2 |
| 38 | 1:4 (1 cement: 4 fine sand) | Sqm | 838.78 | 294.85 | 2,47,314.28 |
| 39 | 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 | 838.78 | 158.95 | 1,33,324.08 |
| 40 | Two or more coats on new work | Sqm | 574 | 131.45 | 75,452.3 |
| 41 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 60.3 | 2,007.1 | 1,21,028.13 |
| 42 | In cement mortar | cum | 180 | 1,698.45 | 3,05,721 |
| 43 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer- in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 240.3 | 219.35 | 52,709.81 |
| 44 | 53 mm to 22.4 mm size stone aggregate | cum | 99.76 | 1,837.25 | 1,83,284.06 |
| 45 | Moorum | cum | 265.6 | 888.3 | 2,35,932.48 |
| 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 | 99.76 | 865.8 | 86,372.21 |
| 47 | Overhead informatory road signage | Sqm | 38.88 | 5,609.55 | 2,18,099.3 |
| 48 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 240 | 623.8 | 1,49,712 |
| 49 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 480 | 951 | 4,56,480 |
| 50 | Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 40 | 8,277.55 | 3,31,102 |
| 51 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 45.8 | 4,256.3 | 1,94,938.54 |
| 52 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 825 | 1,719 | 14,18,175 |
| 53 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,941.3 | 27,765.2 |
| 54 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 4 | 5,268.85 | 21,075.4 |
| 55 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 4 | 7,752.6 | 31,010.4 |
| 56 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 4 | 1,679.6 | 6,718.4 |
| 57 | 32 mm dia | Each | 4 | 104.35 | 417.4 |
| 58 | Rectangular shape 453x357 mm | Each | 4 | 1,158.95 | 4,635.8 |
| 59 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 4 | 573.6 | 2,294.4 |
| 60 | 15 mm nominal dia Pipes | Metre | 40 | 255.9 | 10,236 |
| 61 | 20 mm nominal dia Pipes | Metre | 120 | 325.1 | 39,012 |
| 62 | 25 mm nominal dia Pipes | Metre | 200 | 408.55 | 81,710 |
| 63 | 25 mm dia nominal bore | Metre | 200 | 417.95 | 83,590 |
| 64 | 32 mm dia nominal bore | Metre | 400 | 457.7 | 1,83,080 |
| 65 | 50 mm dia nominal bore | Metre | 400 | 654.2 | 2,61,680 |
| 66 | 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. | Litre | 1600 | 9.7 | 15,520 |
| 67 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 40 | 109.85 | 4,394 |
| 68 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 44 | 103.15 | 4,538.6 |
| 69 | 15 mm nominal bore, 80 mm long, weighing not less than 46 gms | Each | 44 | 83.05 | 3,654.2 |
| 70 | 300 mm dia. R.C.C. pipe | Metre | 120 | 902.05 | 1,08,246 |
| 71 | 300 mm dia piles | Metre | 84 | 2,560.9 | 2,15,115.6 |
| 72 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 120 | 466.3 | 55,956 |
| 73 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 48 | 564.8 | 27,110.4 |
| 74 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 72 | 4,540.7 | 3,26,930.4 |
| Schedule total | ₹1,02,19,500.47 | ||||
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