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Tender ID
Tender Value
₹40.1 Cr
EMD Value
₹80.1 L
Closing Date
10 Jun 2026, 12:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CE/CON/S
15 conditions · 3 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.
Submit the scanned copy (In PDF Form) of the work(s) completion certificate(s) as per the requirement of Technical 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.
Defination of Similar Work :- Any Civil Engineering work.
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.
Electronic Reverse Auction (eRA) is applicable in works tender valued more than Rs 50 crore in each case. [Refer para 7.2 of tender document].
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.
Execution of Service Building, Boundary Wall, Side Drain, Road Works, Area Development by Earth Filling, P. Way Works, Ballast Supply and other allied miscellaneous works in Augmentation of Wagon POH Capacity of Kharagpur Workshop from 550 to 750 Wagons per month under jurisdiction of Dy CE/Con/II/Kharagpur, S. E. Railway.
4623-GRC-CE-C-SO-07-2026
4623-GRC-CE-C-SO-07-2026
Open
Works - General
18 Months
Unknown (Unspecified Location)
₹0
₹80.1 L
10 Jun 2026
13 May 2026
27 May 2026
357 items across 8 schedules · ₹6,71,93,720.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for Embankment by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. | 100 Sqm | 27000.00 | 540.2 | 1,45,854 |
| 2 | Manufacturing of blanketing material by wet mixing of naturally available suitable soil including additional blending with naturally available or manufactured material as required to achieve specified gradation, 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. | cum | 9200.00 | 776.01 | 71,39,292 |
| Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area. | — | — | — | — | |
| 3 | Turfing with sods, 10cm thick and 20cm square closely laid. | 100 Sqm | 3000.00 | 5,460.99 | 1,63,829.7 |
| P r o v i d i n g portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 4 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 500.00 | 215.48 | 1,07,740 |
| Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work-site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the property of the Contractor. | — | — | — | — | |
| 5 | With 3 horizontal bamboo / balli members of minimum 50mm dia. spaced equally | RM | 500.00 | 127.48 | 63,740 |
| 6 | Driving rails 90R/52 Kg section below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work. | Metre | 500.00 | 108.07 | 54,035 |
| 7 | Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. | Sqm | 100.00 | 949.68 | 94,968 |
| Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. | — | — | — | — | |
| 8 | 0m to 10m | Metre | 40.00 | 1,441.73 | 57,669.2 |
| 9 | 10m to 20m | Metre | 40.00 | 1,585.91 | 63,436.4 |
| 10 | 20m to 30m | Metre | 30.00 | 1,730.07 | 51,902.1 |
| Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and large boulders (boulder core more than 30cm), including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion / chiselling tool for advancing through occasional seams of hard strata to be employed where necessary in River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR. | — | — | — | — | |
| 11 | 0m to 10m | Metre | 40.00 | 1,730.08 | 69,203.2 |
| 12 | 10m to 20m | Metre | 40.00 | 1,903.09 | 76,123.6 |
| 13 | 20m to 30m | Metre | 30.00 | 2,076.09 | 62,282.7 |
| 14 | Extra for 150mm dia. bore in hard Rock/large Boulder at all levels | Metre | 80.00 | 1,940.01 | 1,55,200.8 |
| Drilling of NX size borehole (75mm dia.) in all types of hard rock and collection of rock core samples from boreholes and preserving in boxes. | — | — | — | — | |
| 15 | 0m to 10m | Metre | 40.00 | 4,325.2 | 1,73,008 |
| 16 | 10m to 20m | Metre | 40.00 | 4,613.54 | 1,84,541.6 |
| 17 | 20m to 30m | Metre | 30.00 | 4,901.9 | 1,47,057 |
| Conducting in-situ full size Plate Load Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in- situ concrete footing as per codal provisions including excavation and refilling of trial pit. | — | — | — | — | |
| 18 | Plate size 45cm x 45cm | Each | 6.00 | 25,420.82 | 1,52,524.92 |
| 19 | 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 | 12.00 | 144.18 | 1,730.16 |
| 20 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 50.00 | 751.44 | 37,572 |
| Conducting laboratory Tests on collected soil samples as per relevant IS code | — | — | — | — | |
| 21 | Moisture Content/Dry Density | Each | 8.00 | 360.44 | 2,883.52 |
| 22 | Atterberg Limits | Each | 8.00 | 865.04 | 6,920.32 |
| 23 | Specific Gravity | Each | 8.00 | 384.46 | 3,075.68 |
| 24 | Grain size analysis including Hydrometer analysis | Each | 8.00 | 706.46 | 5,651.68 |
| 25 | Direct Shear Test | Each | 8.00 | 2,847.43 | 22,779.44 |
| 26 | Natural Density | Each | 8.00 | 384.46 | 3,075.68 |
| 27 | Consolidation Test | Each | 1.00 | 2,883.47 | 2,883.47 |
| 28 | Unconfined Compression Test | Each | 8.00 | 2,214.5 | 17,716 |
| 29 | Tri-axial Test | Each | 8.00 | 2,214.5 | 17,716 |
| Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code | — | — | — | — | |
| 30 | Density Test | Each | 5.00 | 480.59 | 2,402.95 |
| 31 | Water Absorption & Porosity | Each | 5.00 | 360.44 | 1,802.2 |
| 32 | Hardness | Each | 5.00 | 432.52 | 2,162.6 |
| 33 | Unconfined Compression Test | Each | 5.00 | 2,306.78 | 11,533.9 |
| 34 | Point Load Test | Each | 2.00 | 1,311.98 | 2,623.96 |
| 35 | Modulus of Elasticity | Each | 1.00 | 6,694.25 | 6,694.25 |
| 36 | Abrasion Testing | Each | 5.00 | 1,545.53 | 7,727.65 |
| 37 | C o n d u c t i n g chemical analysis of ground water samples to determine suitability for concreting and aggressiveness in relation to attack on concrete / reinforcement including determination of pH value. | Each | 5.00 | 3,604.34 | 18,021.7 |
| 38 | 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 |
| Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns. | — | — | — | — | |
| 39 | On new girder during fabrication | Sqm | 1650.00 | 749.25 | 12,36,262.5 |
| Schedule total | ₹1,03,97,792.93 | ||||
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