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Tender Value
₹468.3 Cr
EMD Value
₹9.4 Cr
Closing Date
12 Jun 2026, 3:00 pmClosed
Yes (up to 3 members)
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER
14 conditions · 3 needing a document upload
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 of IRGCC, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a) The tenderer must have successfully completed or substantially completed both works given in table below in any one of the following categories 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.
The similar nature of work as mentioned above means that the work of 1. For Earthwork, Bridge Work & P.way Linking Work - "Any Civil Engineering work involving "Earthwork in formation"/ "Building Construction (should have Track Works experience in other work)"/ "Steel Railway Bridge"/ "Concrete Railway Bridge"/ "Composite Railway Bridge"/ "Railway Over Bridge"/ "Foot Over Bridge" Rs.226,36,76,554.51 2. For Tunnel No 13 & 14 - "Tunnelling work for Railways, Highways/Roadways and Hydro-Power Projects" Note: (a) For similar nature of work as described above, tunnel constructed exclusively with Cut & Cover method and tunnel constructed with TBM shall not be considered. (b) The tenderer should have experience of successfully completing tunnelling work by NATM (New Austrian Tunnelling Method) with minimum finished cross- sectional area of 25 Sqm." Rs.2418988760.88 .
64 conditions · 22 needing a document upload
Submission of Earnest money/ Bid Security
Uploading of valid credential documents in support of technical as well as financial eligibility criterion.
Submission of Bank details, PAN Number
Submission of Complete Address of the tenderer.
Scanned copy/copies of proof(s) of Technical Eligibility Criteria as mentioned in Standard Technical Criteria
Scanned copy/copies of proof(s) of Financial Eligibility Criteria as mentioned in Standard Financial Criteria
Required documents in case of Proprietary Firm / Concern OR Partnership Firm OR Limited Company OR Joint Venture Firm as mentioned in Commercial Compliance (If Applicable and whichever is applicable)
Tenderers are required to quote their Permanent Account Number in the tender document.
Tenderers are required to submit their bank details i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Central Government/State Government/Local bodies, Sales tax/Commercial tax/GST at the rate prescribed by the Government of India/Madhya Pradesh state government for works contracts will be recovered from the bills from time to time for works carried out in the state of Madhya Pradesh.
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
Status of firm (Annexure A)
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.
(i) Earthwork & Blanketing in embankment /cutting in formation of BG line including Bridge & Tunnel approaches etc., Construction of bridge work (Major/Minor - sub structure and super structure) as per Railway's approved Design and Drawing, Construction of Approach Road/Retaining/Boundary/Toe wall/Diversion Drain, Supply & spreading of machine crushed stone ballast, Laying and linking of BG track for Main line, loop lines and Points & Crossing etc. in section, Transportation of P.Way materials, Welding of Rails, and other incidental miscellaneous works etc. between Rajpura (Excluding) (Ch:41320)- Choral (Excluding) (Ch:49520) Block Section in connection with Gauge Conversion of Dr. Ambedkar nagar (Mhow) - Sanawad section in Ratlam Division of Western Railway. (ii) Construction of Single line BG Tunnel No.13 (Length: 1.6 Km Ch:42800 to Ch:44400 in Rajpura-Choral Section) & Tunnel No.14 (Length: 2.29 Km Ch:55700 to Ch:57990 in Choral-Mukhtiyara Balwada Section) including Ballastless Track (BLT).
DADN-SWD-RKGC-12R
DADN-SWD-RKGC-12R
Open
Works - General
24 Months
Unknown (Unspecified Location)
₹0
₹9.4 Cr
28 Apr 2026
28 Apr 2026
29 May 2026
167 items across 10 schedules · ₹3,99,09,82,525.3 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 812.5 | 205.45 | 1,66,928.13 |
| 2 | Ordinary rock | cum | 5687.5 | 412.95 | 23,48,653.13 |
| 3 | Hard rock (requiring blasting) | cum | 8937.5 | 711.35 | 63,57,690.63 |
| 4 | Hard rock (blasting prohibited) | cum | 812.5 | 1,184.3 | 9,62,243.75 |
| 5 | All kinds of soil | cum | 812.5 | 104.5 | 84,906.25 |
| 6 | Ordinary or hard rock | cum | 5687.5 | 187.4 | 10,65,837.5 |
| 7 | 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 | 62.5 | 7,365.15 | 4,60,321.88 |
| 8 | 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 | 105 | 9,793.75 | 10,28,343.75 |
| 9 | 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 | 26.25 | 9,375.2 | 2,46,099 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 120 | 669.55 | 80,346 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 97.5 | 6,653.45 | 6,48,711.38 |
| 12 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 6500 | 180.5 | 11,73,250 |
| 13 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 3500 | 45.2 | 1,58,200 |
| 14 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 3500 | 36.6 | 1,28,100 |
| 15 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 245 | 10,013.3 | 24,53,258.5 |
| 16 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 140 | 10,870.75 | 15,21,905 |
| 17 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 1300 | 2,658.1 | 34,55,530 |
| 18 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 1625 | 2,803.65 | 45,55,931.25 |
| Schedule total | ₹2,68,96,256.15 | ||||
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details.html
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nit.pdf
NIT
Revised Tender Document Vol I
ATTACHMENT
Revised Tender Document Vol II
ATTACHMENT
Revised Tender Document Vol III
ATTACHMENT
TunnelCrosssection.pdf
ATTACHMENT
DADNSWDRKGC12RTenderDocumentVol-I.pdf
ATTACHMENT
DADNSWDRKGC12RTenderDocumentVol-IITunnelSpecifications.pdf
ATTACHMENT
DADNSWDRKGC12RTenderDocumentVol-IIIAdoptionofBallast-lessTracks_11zon.pdf
ATTACHMENT
DADNSWDRKGC12RTenderDocumentVol-I.pdf
CORRIGENDUM
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