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Tender Value
₹4039.7 Cr
EMD Value
₹80.8 Cr
Closing Date
5 Jan 2027, 3:30 pm
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
22/10/2026 12:30
Lowest to Highest
180 days
Expenditure
Capital (Works)
TENDER
13 conditions · 2 needing a document upload
As per RFP document attached & edition with EPC Amendment No - 04. dt 31- 08 - 2026.
As per RFP document attached & edition with EPC Amendment No - 04. dt 31- 08 - 2026.
6 conditions · 3 needing a document upload
As per RFP Document & edition with EPC Amendment No - 04. dt 31- 08 - 2026.
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.
As per RFP and draft agreement document & edition with EPC Amendment No - 04. dt 31- 08 - 2026.
Engineering procurement and Construction (EPC) of Construction of Viaducts, ROR/RFO, Major Bridges, Minor Bridges, Animal Underpass, RUB/LHS, Tunnel/Cut- Cover, Earthwork, Blanketing, trolley refuge, turfing, Buildings, retaining wall, toe wall etc. and other associated worksfor construction of new Double Line track for DFCC loading from Ch.158.00 to Ch.184 in Koderma Detour section in Sonnagar- Andal 3rd and 4th line project on EPC Mode in Dhanbad Division of East Central Railway.
ECR-CAO-C-S-EPC-01-26-27~ECR
ECR-CAO-C-S-EPC-01-26-27
Open
Works - General
1600 Days
Purbi Champaran, Bihar
₹0
₹80.8 Cr
4 Sept 2026
4 Sept 2026
22 Dec 2026
22 Oct 2026
45 items across 4 schedules · ₹23,73,93,45,916.29 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| in cutting in formation, refuges, side drains, level approaches, platforms, water drains, diversion of & finishing to required and slopes to obtain a appearance to standard profile of all labour, materials, & machinery, leading all cut either to make spoil dumps or filling in embankment with leads 2 km on either side of edge of cutting(s) including all lifts, descent, loading, unloading, & pumping out water, if clearance of site and all works incidental thereto for the work as per RDSO Specification No. RDSO/2020/GE: IRS- with latest updated correction and to the satisfaction of the Engineer-in-Charge. Note: (i) All earth arising from cut spoils be led into bank formation and spoils shall be dumped / away from toe of embankment. (ii) All hard rock /and not fit for filling will be by the contractor and will be of the Railways. (iii)Cut shall be property of Railways to be deposited in the railway unless specified otherwise in Conditions of Contract. | — | — | — | — | |
| 1 | conditions and classifications of except rock | cum | 8461.00 | 112.56 | 9,52,370.16 |
| 2 | rock not requiring blasting | cum | 16921.00 | 250.12 | 42,32,280.52 |
| 3 | rock requiring blasting | cum | 25381.00 | 358.18 | 90,90,966.58 |
| 4 | rock with hammer / chisel / breaker etc. where is not permitted due to circumstances and if ordered in writing drilling and all incidental thereto. | cum | 33841.00 | 862.24 | 2,91,79,063.84 |
| 5 | for leading of Cut spoil every km beyond original lead of 2 km item nos. 012011 to 012014 | cum | 6319.00 | 6.04 | 38,166.76 |
| 6 | with 'Z' section MS sheet side by side in all kinds of soil mechanically or manually as per drawing with contractor's arrangement complete in all and removal of sheet piles completion of the work as by engineer in-charge Note: will be made as per actual length of pile. | Sqm | 378.00 | 1,107.86 | 4,18,771.08 |
| laying Non-woven Needle and Mechanically or bonded type Geotextile for as Separator/Filtration for formation as per RDSO Specification No. RDSO/2018/GE:IRS- - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent size of less than or equal to microns and elongation at failure than 50% in both directions transportation labour, lead complete as directed by in-charge. | — | — | — | — | |
| 7 | top of subgrade or prepared before laying blanketing with minimum strengths in Grab Trapezoidal Tear test and test of 700N, 250 N and N respectively. | Sqm | 156816.00 | 168.76 | 2,64,64,268.16 |
| Schedule total | ₹7,03,75,887.1 | ||||
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details.html
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nit.pdf
NIT
VC Details
ATTACHMENT
RFPDocument--.pdf
ATTACHMENT
EPCDocument--.pdf
ATTACHMENT
EPC Amendment No 04 31 08 2026
ATTACHMENT
LinkforDrawing.pdf
ATTACHMENT
Bankaccountdetails.pdf
ATTACHMENT
1st-2ndPre-bid-confrence-meetingVCDetails.pdf
ATTACHMENT
EPCAmendmentNo.-4Dated31.08.2026.pdf
ATTACHMENT
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