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Tender Value
₹85.9 L
EMD Value
₹1.7 L
Closing Date
22 Apr 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 :- 3.15 (i) - 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. (Ref: Rly. Bd. Letter No.2020/RS(G)/779/2/Pt.1 (E3322671) Dtd. 20.08.2024 and Public Procurement (Preference to Make in India), Order 2017 Revision and No.P-45021/2/2017-PP(BE-II)-Par (4) Vol.II Dtd. 19th July 2024, Government of India, Ministry of Commerce and Industry, Department for Promotion of Industry and Internal Trade (Public Procurement Section) amended time to time.
"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
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 12 months after successful completion of work.
RKMP- Augmentation of Existing Camtech Pit Line No.9 & 10 at RKMP Depot for drainage & storage depots under ADEN(Works)Bhopal including Electrical Work.
WCR-BPL-W-25-26-HQ-33-184
WCR-BPL-W-25-26-HQ-33-184
Open
Works - General
6 Months
Bhopal, Madhya Pradesh
₹0
₹1.7 L
22 Apr 2026
30 Mar 2026
8 Apr 2026
84 items across 3 schedules · ₹26,91,684.04 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 33.65 | 205.45 | 6,913.39 |
| 2 | Ordinary rock | cum | 30 | 523.5 | 15,705 |
| 3 | Hard rock (blasting prohibited) | cum | 30 | 1,258.6 | 37,758 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 33.65 | 253.95 | 8,545.42 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 35.87 | 2,161.2 | 77,522.24 |
| 6 | 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 | 25.08 | 6,833.4 | 1,71,381.67 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 38.4 | 307.95 | 11,825.28 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 294.88 | 608.35 | 1,79,390.25 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 200 | 804.25 | 1,60,850 |
| 10 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10.08 | 814.95 | 8,214.7 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2370 | 89.65 | 2,12,470.5 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2710.62 | 89.65 | 2,43,007.08 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 43.38 | 8,683.8 | 3,76,703.24 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 45 | 10,306.2 | 4,63,779 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 16.32 | 8,288.35 | 1,35,265.87 |
| 16 | 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 | 500 | 93.05 | 46,525 |
| 17 | Hot finished welded type tubes | Kg | 4856.14 | 154.9 | 7,52,216.09 |
| 18 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 250 | 88.5 | 22,125 |
| 19 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 3000 | 102.25 | 3,06,750 |
| 20 | 10 x 160 mm | Each | 2000 | 191.95 | 3,83,900 |
| 21 | 25 mm thick | Sqm | 190 | 1,706.6 | 3,24,254 |
| 22 | 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 | 231.84 | 671.55 | 1,55,692.15 |
| 23 | 1:4 (1 cement: 4 fine sand) | Sqm | 448.76 | 294.85 | 1,32,316.89 |
| 24 | 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 | 448.76 | 158.95 | 71,330.4 |
| 25 | 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 | 100 | 140.05 | 14,005 |
| 26 | 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 | 448.76 | 123.85 | 55,578.93 |
| 27 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 15 | 2,007.1 | 30,106.5 |
| 28 | 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 | 30 | 2,928.1 | 87,843 |
| 29 | Channels, angles, tees and flats | Kg | 500 | 1.9 | 950 |
| 30 | 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 | 700 | 4.65 | 3,255 |
| 31 | 25 mm dia nominal bore | Metre | 150 | 417.95 | 62,692.5 |
| 32 | 50 mm dia nominal bore | Metre | 200 | 654.2 | 1,30,840 |
| 33 | 80 mm dia nominal bore | Metre | 150 | 919.1 | 1,37,865 |
| 34 | Horizontal | Each | 10 | 506.65 | 5,066.5 |
| 35 | Vertical | Each | 10 | 573.5 | 5,735 |
| 36 | Horizontal | Each | 8 | 1,173.65 | 9,389.2 |
| 37 | Vertical | Each | 8 | 1,320.8 | 10,566.4 |
| 38 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 160 | 466.3 | 74,608 |
| 39 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 48 | 564.8 | 27,110.4 |
| 40 | 75mm average thickness | Sqm | 300 | 311.95 | 93,585 |
| 41 | Bars upto 12 mm diameter | Metre | 200 | 6.65 | 1,330 |
| 42 | Bars above 12 mm diameter | Metre | 200 | 13.35 | 2,670 |
| 43 | Upto and including 12mm dia. | Each | 150 | 121.95 | 18,292.5 |
| 44 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 300 | 117.75 | 35,325 |
| 45 | 25 mm average thickness in 2 layers. | Sqm | 1000 | 510.5 | 5,10,500 |
| 46 | 50 mm average thickness in 3 layers. | Sqm | 100 | 1,020.95 | 1,02,095 |
| 47 | 50mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 100 | 567.25 | 56,725 |
| 48 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 100 | 850.85 | 85,085 |
| 49 | 50mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 100 | 567.25 | 56,725 |
| 50 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 100 | 850.85 | 85,085 |
| 51 | 100mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 60 | 1,134.45 | 68,067 |
| 52 | Epoxy injection grout in concrete/RCC work of approved make | Kg | 320 | 793.25 | 2,53,840 |
| 53 | Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. | Sqm | 500 | 370.15 | 1,85,075 |
| 54 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. | Each | 100 | 202.7 | 20,270 |
| 55 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. | Sqm | 300 | 820.8 | 2,46,240 |
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Specialconditionofpitlinework.pdf
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TDGCCMarch_26.pdf
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SpecialConditions.pdf
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PublicProcurementOrder1.pdf
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ListofApprovedBrandList_organized2.pdf
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