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Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
17 Jul 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 :- 3.14 - Any Civil Engineering work.
26 conditions · 3 needing a document upload
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.
"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.
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
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.
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.
Maintenance Period for this work will be 12 months after successful completion of work.
Annexure V (A) certificate attached in technical eligibility criteria: Clarification Regarding submission of Annexure-V(A) as per NIT: In case of Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc, the Annexure-V(A) must be submitted in the format as given in technical eligibility criteria link, by each partner in case of partnership firm / each member in case of HUF/ each JV member through their authorized signatory in case of Joint Venture firm as self-certification in individual capacity (not as bidder). Non- submission of the certificate, or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of offer. For avoidance of doubt it is to make clear that this self-certification as they are individually not blacklisted/debarred......, shall be submitted by- 1. Each partner in case of partnership firm/Limited Liability Partnership (LLP) 2. Each member in case of HUF. 3. Each JV member through their authorized signatory.
Part-A) Habibganj-Improvement of Officers rest house building under ADEN(Works)Bhopal. Part-B) Habibganj-Upgradation of Narmada Club by construction lawn tennis court and other allied improvement works in Narmada Club including Electrical work under ADEN(Works)Bhopal.
WCR-BPL-W-26-27-HQ-14-56
WCR-BPL-W-26-27-HQ-14-56
Open
Works - General
9 Months
Bhopal, Madhya Pradesh
₹0
₹2.4 L
17 Jul 2026
23 Jun 2026
3 Jul 2026
286 items across 6 schedules · ₹23,63,228.27 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 100 | 196.66 | 19,666 |
| 2 | 2km | cum | 60 | 245.82 | 14,749.2 |
| 3 | 2km | Tonne | 4 | 174.81 | 699.24 |
| 4 | All kinds of soil | cum | 50.4 | 177.5 | 8,946 |
| 5 | 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 | 40 | 196 | 7,840 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 20 | 2,123.75 | 42,475 |
| 7 | All kinds of soil | Sqm | 750 | 34.15 | 25,612.5 |
| 8 | All kinds of soil | Sqm | 750 | 34.6 | 25,950 |
| 9 | 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 | 900 | 17.6 | 15,840 |
| 10 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 573.62 | 53.45 | 30,659.99 |
| 11 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Metre | 573.62 | 43 | 24,665.66 |
| 12 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 500.44 | 279.7 139973.07 | — |
| 13 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 60 | 93.05 | 5,583 |
| 14 | 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 | 20.02 | 7294.7 146039.89 | — |
| 15 | 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 | 8583.4 177676.38 | — |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 22.5 | 392.15 | 8,823.38 |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 20 | 842.5 | 16,850 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 500 | 107.85 | 53,925 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 17.49 | 9344.35 163432.68 | — |
| 20 | Area of slab upto 0.50 sqm | Sqm | 6.52 | 5,413.5 | 35,296.02 |
| 21 | Each | 12 | 978.7 | 11,744.4 | |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 2,392.65 | 23,926.5 |
| 23 | On one side only | Sqm | 20 | 478 | 9,560 |
| 24 | 100X58X1.90 mm | Each | 20 | 107.1 | 2,142 |
| 25 | 250x10 mm | Each | 20 | 441.6 | 8,832 |
| 26 | 300x16x5 mm | Each | 40 | 322.2 | 12,888 |
| 27 | 125 mm | Each | 20 | 256.65 | 5,133 |
| 28 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 20 | 121.65 | 2,433 |
| 29 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 14.4 | 10993.55 158307.12 | — |
| 30 | Hot finished seamless type tubes | Kg | 600 | 206.35 | 1,23,810 |
| 31 | 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 | 400 | 772.4 | 3,08,960 |
| 32 | Light shade pigment using white cement | Sqm | 180 | 1,402 | 2,52,360 |
| 33 | Size of Tile 1000x1000 mm | Sqm | 182 | 2,089.65 | 3,80,316.3 |
| 34 | 75 mm diameter | Metre | 25 | 248.8 | 6,220 |
| 35 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| 36 | 75x75x75 mm | Each | 10 | 164.2 | 1,642 |
| 37 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 38 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 151.2 | 1355.8 204996.96 | — |
| 39 | 1:4 (1 cement: 4 fine sand) | Sqm | 100 | 399.45 | 39,945 |
| 40 | 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 | 1500 | 193.7 | 2,90,550 |
| 41 | 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 | 375 | 156.05 | 58,518.75 |
| 42 | Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. | Sqm | 93.15 | 169.2 | 15,760.98 |
| 43 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 15 | 2,434.25 | 36,513.75 |
| 44 | 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 | 5 | 3,551.25 | 17,756.25 |
| 45 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 46 | Of area 3 sq. metres and below | Each | 10 | 367.2 | 3,672 |
| 47 | For thickness of tiles 10 mm to 25 mm | Sqm | 250 | 73.4 | 18,350 |
| 48 | 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 | 100 | 263.95 | 26,395 |
| 49 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 6.75 | 10,117.6 | 68,293.8 |
| 50 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 200 | 1,091.5 | 2,18,300 |
| 51 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 10 | 3,960.55 | 39,605.5 |
| 52 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 10 | 1,034.8 | 10,348 |
| 53 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 10 | 6,940.75 | 69,407.5 |
| 54 | 32 mm dia | Each | 10 | 103.9 | 1,039 |
| 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 | 10 | 1,607.95 | 16,079.5 |
| 56 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 20 | 1,083.5 | 21,670 |
| 57 | C.P. brass | Each | 10 | 803.7 | 8,037 |
| 58 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 10 | 168.35 | 1,683.5 |
| 59 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 10 | 708.95 | 7,089.5 |
| 60 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 5 | 14,999.15 | 74,995.75 |
| 61 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 5 | 18,212.9 | 91,064.5 |
| 62 | 20 mm nominal dia Pipes | Metre | 5 | 537.6 | 2,688 |
| 63 | 25 mm nominal dia Pipes | Metre | 25 | 627.25 | 15,681.25 |
| 64 | 25 mm nominal dia Pipes | Metre | 25 | 355.4 | 8,885 |
| 65 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 66 | 15 mm nominal bore | Each | 25 | 97.75 | 2,443.75 |
| 67 | 150 mm diameter | Each | 10 | 222.35 | 2,223.5 |
| 68 | 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 | 1000 | 11 | 11,000 |
| 69 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 70 | 15 mm nominal bore | Each | 10 | 798.95 | 7,989.5 |
| 71 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| 72 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 73 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in- charge. | Each | 10 | 74.8 | 748 |
| 74 | 100 mm nominal dia | Each | 10 | 37.6 | 376 |
| 75 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi- metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T& P,scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors,SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 57.28 | 9502.35 544294.61 | — |
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