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Tender Value
₹3.3 Cr
EMD Value
₹6.6 L
Closing Date
31 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
15 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 :- 3.9 - Any Civil Engineering work.
Defination of Similar Work :- 3.14 - Any Civil Engineering work.
25 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.
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.
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 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.
The maintenance period will be 12 months after successful completion of work.
Part (A) Bhopal Division: Provision of One bay Cover Over Platforms of 13 stations in Bina-Guna section Mahadeokhedi (MDVK), Semarkheri (SRKI), Kanjia (KXB), Guneru Bamori (GVB), Pipraigaon (PIA), Rahatwas (RTWS), ORR, Hinotia Pipalkhera (HPKA), Ratikheda (RIKA), Shadhoragaon (SHDR), Pilighata (PIGT), Pagara (PGA) and Maban (MABN) stations.(With Electrical Work) Part (B) Heavy repair to old running room at Guna.
WCR-BPL-W-26-27-N-20-62
WCR-BPL-W-26-27-N-20-62
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹6.6 L
31 Jul 2026
9 Jul 2026
17 Jul 2026
93 items across 3 schedules · ₹3,36,12,540.48 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 336.96 | 177.5 | 59,810.4 |
| 2 | 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 | 99.84 | 700.5 | 69,937.92 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 3 | 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 | 119.8 | 7,294.7 | 8,73,905.06 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 4 | Foundations, footings, bases for columns | Sqm | 108.16 | 392.15 | 42,414.94 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 18.13 | 392.15 | 7,109.68 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1959.51 | 107.85 | 2,11,333.15 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete w o r k ; u s i n g coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 7 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 20.88 | 9,504.75 | 1,98,459.18 |
| 8 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 179.15 | 733.5 | 1,31,406.53 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 9 | 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 | 26208 | 117.35 | 30,75,508.8 |
| 10 | 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 | 132635.08 | 133.7 | 1,77,33,310.2 |
| 11 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 3233.41 | 97.2 | 3,14,287.45 |
| 12 | Providing and fixing bolts including nuts and washers complete. | Kg | 23.4 | 159.35 | 3,728.79 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : | — | — | — | — | |
| 13 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 208 | 1,863.9 | 3,87,691.2 |
| 14 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 2496 | 195.6 | 4,88,217.6 |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. | — | — | — | — | |
| 15 | 110 mm | Each | 286 | 371.3 | 1,06,191.8 |
| 16 | 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 | 2808 | 738.65 | 20,74,129.2 |
| FINISHING | — | — | — | — | |
| EXTERIOR FINISHING | — | — | — | — | |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 17 | Two or more coats on new work | Sqm | 1950 | 155.9 | 3,04,005 |
| Painting with aluminium paint of approved brand and manufacture to give an even shade . | — | — | — | — | |
| 18 | Two or more coats on new work | Sqm | 1950 | 146.8 | 2,86,260 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 19 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10.4 | 2,434.25 | 25,316.2 |
| 20 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 31.2 | 5.65 | 176.28 |
| 21 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 104 | 266.45 | 27,710.8 |
| ROAD WORK | — | — | — | — | |
| MISCELLANEOUS | — | — | — | — | |
| 22 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 104 | 131.75 | 13,702 |
| 23 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 104 | 402.95 | 41,906.8 |
| Schedule total | ₹2,64,76,518.98 | ||||
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nit.pdf
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PublicProcurementOrder_1-1-12.pdf
ATTACHMENT
COPcondition.pdf
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Annexure VI B
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ListofBrand.pdf
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ElectricCondition-1-18.pdf
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Mapcocu-1-16.pdf
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ACS11_compressed.pdf
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TDGCCMarch26.pdf
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runningroomgunadrawing.pdf
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DSRSpecificationsVolume2.pdf
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DSRSpecificationsvolume1.pdf
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Annualcont.turnoverformatAnn.VIB.updated-11-1-1.pdf
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