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Tender Value
₹72.4 Cr
EMD Value
₹1.4 Cr
Closing Date
26 May 2026, 12:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CE/CON/S
15 conditions · 4 needing a document upload
Submit the scanned copy (In PDF Form) of the documents as per the requirement of financial eligibility criteria of the tender [Refer para 2.3 of tender document {Para 2.3 for tenderer(s) participating as JV firm}]. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
Submit the scanned copy (In PDF Form) of the documents for evaluating the Bid Capacity (Please refer Clause 12.25 of tender document). This is applicable in all works contract having tender value of Rs. 10.00 Crore and above. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
Definition of Similar Work:- 1. For Civil Engineering works (Rs. 576542799.67/-): "Any fabrication and erection work of steel structures in construction of Foot Over Bridges/ Workshops/ Sheds/ Platform Shelters/ Bridges/ Road Over Bridges". 2. For Electrical Engineering works (Rs. 147649288.59/-): "Wiring works of building, works of Street light/High masts lights AND/OR LT/HT Panels, cables OR Works of 6.6 KV/430V Sub- Station and above. The certificates for the private works shall not be accepted". Note: In case any tenderer submitted a completion certificate in which all the components as mentioned in the definition of similar work lies, the completion value of all the component to be indicated separately by the certificate issuing authority. Otherwise such certificate shall be summarily rejected for the evaluation of technical criteria.
29 conditions · 15 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.
Notes for all schedules: Standard Schedule of Rates (SSOR) Items: Any item of work carried out by the Contractor on the instructions of the Engineer which is not included in the accepted Bill(s) of Quantities but figures in the Standard Schedule of Rates (SSOR), shall be executed at the rates set forth in the "Standard Schedule of Rates (SSOR)" modified by the tender percentage as accepted in the contract for that chapter of Standard Schedule of Rates (SSOR). However, the cumulative value of all such extra item(s) together (modified by the respective tender percentage) shall not exceed 10 % of the original contract value.
Option of Payment through Letter of Credit (L.C.): Tenderer(s) may submit option for taking payment through Letter of Credit (L.C.). [Refer para 7.1 of tender document].
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as under: The conversion rate of US Dollars into Rupees shall be the daily representative exchange rates published by the Reserve Bank of India for the relevant date. Where, relevant date shall be as on the last day of month previous to the one in which tender is invited. In case of any other currency, the same shall first be converted to US Dollars as on the last day of month previous to the one in which tender is invited, and the amount so derived in US Dollars shall be converted into Rupees at the aforesaid rate. The conversion rate of such currencies shall be the daily representative exchange rates published by the International Monetary Fund for the relevant date.
Contract under EBR (IF): It is agreed by and between the parties that Railway shall continue to be held responsible for all obligations, risk and liabilities, whatsoever, arising out of or in connection with the Principal agreement and this novation agreement, whether during the progress of the work or after its completion. It is further agreed and understood by and between the parties that IRFC shall be the owner of assets, if any, arising out of execution of works as defined in the Principal Agreement, except the land whose ownership shall continue with Railway. Accordingly, the invoices shall be issued by capturing GSTIN of contractor (as the supplier) and GSTIN of IRFC (as bill to party). Also, the contractor shall submit the invoice, issued in the name of IRFC, to railway for processing payment by Railway to contractor subject to applicable TDS under the Income Tax, GST or any other applicable laws. It is further agreed by and between the Parties that IRFC shall be responsible to comply with Income Tax and GST laws in relation to filling of returns.
There are several changes in the tender document after the new GCC April 2022 is issued. Tenderer(s) are requested to go through the tender document & GCC carefully before the submission of the offer.
Clarification of Bids: To assist in the examination, evaluation & comparison and pre-qualification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
All General Instructions are available in the uploaded tender document.
The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids). Nominated officials are Dy CE/Con/Works & Stores/GRC, S. E. Railway, Kolkata-700043 and Dy CE/Con/II/Kharagpur, Office of the Dy CE/Con/II/Kharagpur, S. E. Railway.
Composite work for Development of infrastructure facilities for maintenance of HHP Electric Locomotives in ELKP Loco Shed, Kharagpur, South Eastern Railway and other allied miscellaneous works under jurisdiction of Dy CE/Con/II/Kharagpur, S. E. Railway.
4615-GRC-CE-C-SO-04-2026
4615-GRC-CE-C-SO-04-2026
Open
Works - General
24 Months
Unknown (Unspecified Location)
₹0
₹1.4 Cr
26 May 2026
24 Apr 2026
12 May 2026
1028 items across 17 schedules · ₹40,23,18,678.08 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum | 1050.00 | 217.19 | 2,28,049.5 |
| 2 | Using Soil Class SQ2 | cum | 700.00 | 253.42 | 1,77,394 |
| 3 | In all conditions and classifications of soil except rock | cum | 1350.00 | 106.59 | 1,43,896.5 |
| 4 | In hard rock with hammer / chisel / pavement breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. | cum | 150.00 | 958.2 | 1,43,730 |
| 5 | Mechanical manufacturing of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation of designed proportion. | cum | 2300.00 | 1,757.35 | 40,41,905 |
| 6 | Manufacturing and supply of blanketing material by wet mixing of different types of naturally available suitable soil including additional blending with naturally available or manufactured material as required to achieve specified g r a d a t i o n , in designed proportion in Pug mill or wet mix plant to have uniform gradation as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips including all incidental transportation and stacking at site in Stacks. Note: Measurement shall be done in as per Stack measurement. | cum | 1200.00 | 547.33 | 6,56,796 |
| 7 | Girth over 30 cm and up to 60 cm | Each | 15.00 | 351.2 | 5,268 |
| 8 | Girth over 60 cm and up to 1.5m | Each | 10.00 | 971.32 | 9,713.2 |
| 9 | Girth over 1.5m up to 3 m | Each | 10.00 | 1,935.96 | 19,359.6 |
| 10 | With provision of one 50mm wide retro-reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 1500.00 | 215.48 | 3,23,220 |
| 11 | With 3 horizontal bamboo / balli members of minimum 50mm dia. spaced equally | RM | 500.00 | 127.48 | 63,740 |
| 12 | 0m to 10m | Metre | 120.00 | 1,441.73 | 1,73,007.6 |
| 13 | 10m to 20m | Metre | 50.00 | 1,585.91 | 79,295.5 |
| 14 | Extra for 150mm dia. bore in hard Rock/large Boulder at all levels | Metre | 50.00 | 1,940.01 | 97,000.5 |
| 15 | Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720. | Each | 30.00 | 130.8 | 3,924 |
| 16 | Taking out 100mm dia. & 450mm long disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720. | Each | 30.00 | 144.18 | 4,325.4 |
| 17 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 40.00 | 751.44 | 30,057.6 |
| 18 | Moisture Content/Dry Density | Each | 10.00 | 360.44 | 3,604.4 |
| 19 | Atterberg Limits | Each | 10.00 | 865.04 | 8,650.4 |
| 20 | Grain size analysis including Hydrometer analysis | Each | 10.00 | 706.46 | 7,064.6 |
| 21 | Direct Shear Test | Each | 10.00 | 2,847.43 | 28,474.3 |
| 22 | Consolidation Test | Each | 2.00 | 2,883.47 | 5,766.94 |
| 23 | Conducting chemical analysis of ground water samples to determine suitability for concreting a n d aggressiveness in relation to attack on concrete / reinforcement including determination of pH value. | Each | 5.00 | 3,604.34 | 18,021.7 |
| 24 | Conducting chemical analysis of soil samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value | Each | 5.00 | 4,829.81 | 24,149.05 |
| 25 | All kinds of soils | cum | 200.00 | 205.63 | 41,126 |
| 26 | Soft rock (not requiring blasting) | cum | 100.00 | 427.87 | 42,787 |
| 27 | Hard rock (blasting prohibited ) | cum | 50.00 | 1,184.98 | 59,249 |
| 28 | On new girder during fabrication | Sqm | 9430.00 | 749.25 | 70,65,427.5 |
| 29 | With epoxy concrete grouting. | Kg | 4500.00 | 130.47 | 5,87,115 |
| 30 | 100 MT capacity | Day | 15.00 | 65,826.09 | 9,87,391.35 |
| 31 | Supply and laying of quarry dust including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 100.00 | 1,028.7 | 1,02,870 |
| 32 | Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 100.00 | 973.1 | 97,310 |
| 33 | Providing and fixing of Drainage Spouts of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete. | Metre | 340.00 | 367.58 | 1,24,977.2 |
| 34 | 600mm dia. | Metre | 15.00 | 3,395.07 | 50,926.05 |
| 35 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. | cum | 120.00 | 387.52 | 46,502.4 |
| 36 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 200.00 | 44.97 | 8,994 |
| 37 | cum | 200.00 | 41.13 | 8,226 | |
| Schedule total | ₹1,55,19,315.29 | ||||
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details.html
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nit.pdf
NIT
AdvanceCorrectionSlipNo1to11_1.pdf Advance Correction Slips
ATTACHMENT
BarChart_1.pdf
ATTACHMENT
BarChartforworkfront_1.pdf
ATTACHMENT
WorkAreaPlan_1.pdf
ATTACHMENT
Notes_1.pdf
ATTACHMENT
TD04-2026.pdf
ATTACHMENT
GCCApril-2022.pdf
ATTACHMENT
AdvanceCorrectionSlipNo1to11_1.pdf
ATTACHMENT
CorrigendumNo.1.pdf
CORRIGENDUM
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