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Tender Value
₹9.0 Cr
EMD Value
₹18.0 L
Closing Date
4 May 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
24 conditions · 3 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.
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 USSOR/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, 10 and 11 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, 09.01.2025,04.03.2025 and 13.03.2026 are applicable to this tender.
Maintenance Period for this work is 12 Months after successful completion of work.
Part (A) Itarsi - Construction of new lobby at Itarsi on platform No.7 side, site area 600 sqm under ADEN/W/ET. Part (B) ET-Capacity Augmentation of New Guard Running Room at Itarsi, 6 Rooms with 2 bed each, kitchen and dining at Itarsi under ADEN/W/ET. Part (C) Itarsi - Construction of New Running Room (G+1) having 30 Rooms with 2 bed each at Old ADEN office under ADEN/W/ET Part (D)Construction of (i) SSE/Signal/HD, (ii) SSE/Tele/ET, (iii) SSE/Signal/ET and (iv) ADSTE/ET building (inlcuding electrical work) in connection with "Modernisation of S&T Infrastructure by Construction of various depot under SSE's building & cover shed over Bhopal division"
WCR-BPL-W-26-27-S-01-07
WCR-BPL-W-26-27-S-01-07
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹18.0 L
4 May 2026
11 Apr 2026
20 Apr 2026
1362 items across 22 schedules · ₹10,23,32,000.99 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 1729 | 144.32 | 2,49,529.28 |
| 2 | 1km | cum | 45 | 180.4 | 8,118 |
| 3 | All kinds of soil | cum | 1729 | 205.45 | 3,55,223.05 |
| 4 | Ordinary rock | cum | 9 | 412.95 | 3,716.55 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 370 | 2,161.2 | 7,99,644 |
| 6 | All kinds of soil | Sqm | 1215 | 28.15 | 34,202.25 |
| 7 | Beyond 30 cm girth upto and including 60 cm girth | Each | 5 | 439.25 | 2,196.25 |
| 8 | Beyond 60 cm girth upto and including 120 cm girth | Each | 5 | 1,957.15 | 9,785.75 |
| 9 | Beyond 120 cm girth upto and including 240 cm girth | Each | 5 | 9,084.05 | 45,420.25 |
| 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 | 11 | 7,783.65 | 85,620.15 |
| 11 | 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 | 8 | 6,833.4 | 54,667.2 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 45 | 307.95 | 13,857.75 |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 65 | 669.55 | 43,520.75 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 662 | 766.55 | 5,07,456.1 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 860 | 608.35 | 5,23,181 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 189 | 804.25 | 1,52,003.25 |
| 17 | Stairs, (excluding landings) except spiral- staircases | Sqm | 27 | 657.75 | 17,759.25 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 568 | 319.25 | 1,81,334 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 24345 | 89.65 | 21,82,529.25 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10086 | 89.65 | 9,04,209.9 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 311 | 8,683.8 | 27,00,661.8 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 129 | 10,306.2 | 13,29,499.8 |
| 23 | Area of slab over 0.50 sqm | Sqm | 510 | 4,425.35 | 22,56,928.5 |
| 24 | Granite work | Metre | 498 | 418.85 | 2,08,587.3 |
| 25 | Granite Stone of approved shade | Sqm | 9 | 3,542.85 | 31,885.65 |
| 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 | 116 | 1,063.45 | 1,23,360.2 |
| 27 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 90 | 4,474.2 | 4,02,678 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 35 | 3,086.1 | 1,08,013.5 |
| 29 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 40 | 856.3 | 34,252 |
| 30 | 300x16 mm | Each | 14 | 260.3 | 3,644.2 |
| 31 | 125 mm | Each | 27 | 60.05 | 1,621.35 |
| 32 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 51 | 10,030.3 | 5,11,545.3 |
| 33 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 172 | 146.55 | 25,206.6 |
| 34 | Hot finished welded type tubes | Kg | 1800 | 154.9 | 2,78,820 |
| 35 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 752 | 142.3 | 1,07,009.6 |
| 36 | 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 | 3600 | 612.25 | 22,04,100 |
| 37 | Acid and alkali resistant tile | Sqm | 9 | 1,515.45 | 13,639.05 |
| 38 | Acid and alkali resistant tile | Sqm | 14 | 1,637.7 | 22,927.8 |
| 39 | 25 mm thick | Sqm | 18 | 1,706.6 | 30,718.8 |
| 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 | 935.6 | 20,583.2 |
| 41 | Size of Tile 600 x 1200 mm | Sqm | 425 | 1,407.05 | 5,97,996.25 |
| 42 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 90 | 3,908.8 | 3,51,792 |
| 43 | 100 mm diameter | Each | 14 | 308.45 | 4,318.3 |
| 44 | 110 mm diameter | Metre | 21 | 319.75 | 6,714.75 |
| 45 | 110 mm bend | Each | 5 | 132 | 660 |
| 46 | 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 | 414 | 671.55 | 2,78,021.7 |
| 47 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | Sqm | 360 | 1,746.25 | 6,28,650 |
| 48 | 1:4 (1 cement: 4 coarse sand) | Sqm | 2099 | 307.25 | 6,44,917.75 |
| 49 | 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 | 2099 | 158.95 | 3,33,636.05 |
| 50 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 306 | 140.05 | 42,855.3 |
| 51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 2099 | 123.85 | 2,59,961.15 |
| 52 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 27 | 2,007.1 | 54,191.7 |
| 53 | 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 | 18 | 2,928.1 | 52,705.8 |
| 54 | Above 150 mm dia up to 300 mm dia | Metre | 72 | 448.15 | 32,266.8 |
| 55 | Above 150 mm diameter | Each | 9 | 976.6 | 8,789.4 |
| 56 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 221 | 932.35 | 2,06,049.35 |
| 57 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 5,781.35 | 34,688.1 |
| 58 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 5,540.55 | 33,243.3 |
| 59 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 9 | 5,268.85 | 47,419.65 |
| 60 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 22 | 2,275 | 50,050 |
| 61 | 32 mm dia | Each | 10 | 104.35 | 1,043.5 |
| 62 | Rectangular shape 1500x450 mm | Each | 4 | 1,817.2 | 7,268.8 |
| 63 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 3 | 1,018.05 | 3,054.15 |
| 64 | Sand cast iron S&S as per IS: 3989 | Each | 6 | 1,604.1 | 9,624.6 |
| 65 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 360 | 654.65 | 2,35,674 |
| 66 | 20 mm nominal dia Pipes | Metre | 45 | 513.75 | 23,118.75 |
| 67 | 25 mm nominal dia Pipes | Metre | 90 | 370.65 | 33,358.5 |
| 68 | 15 mm nominal bore | Each | 9 | 303.85 | 2,734.65 |
| 69 | 25 mm nominal bore | Each | 5 | 532.35 | 2,661.75 |
| 70 | 15 mm nominal bore | Each | 9 | 348.85 | 3,139.65 |
| 71 | 15 mm nominal bore | Each | 8 | 85.2 | 681.6 |
| 72 | Class II | Each | 9 | 22,409.75 | 2,01,687.75 |
| 73 | 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 | 3600 | 9.7 | 34,920 |
| 74 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 8 | 143.3 | 1,146.4 |
| 75 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 11 | 194.15 | 2,135.65 |
| 76 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 15 | 169.7 | 2,545.5 |
| 77 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 9 | 223.5 | 2,011.5 |
| 78 | 200 mm dia Ductile Iron Class K-7 pipes | Metre | 90 | 1,975.95 | 1,77,835.5 |
| 79 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 30,197.95 | 1,50,989.75 |
| 80 | 300 mm dia piles | Metre | 144 | 2,560.9 | 3,68,769.6 |
| 81 | 300 mm dia piles | Each | 162 | 2,182.6 | 3,53,581.2 |
| 82 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 17 | 6,057.95 | 1,02,985.15 |
| 83 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 131 | 8,086.6 | 10,59,344.6 |
| 84 | Frame size 45 x 70 mm | Metre | 33 | 632.25 | 20,864.25 |
| 85 | 30 mm thick | Sqm | 13 | 3,954 | 51,402 |
| Schedule total | ₹2,31,11,162.78 | ||||
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