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Tender Value
₹7.1 Cr
EMD Value
₹5.0 L
Closing Date
7 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
ADEN MTD
14 conditions · 2 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 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 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 fulfillment 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 work contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
Defination of Similar Work :- Any Bridge work under running line.
20 conditions · 2 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.
General Conditions of the Contract (GCC), 2022 is applicable to this contract.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.
If the tenderers deliberately gives/give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
If the tenderer/s expires after the submission of his/their tender or after the acceptance of his tender, the Rly. shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.
Construction of Road under Bridge subway (1x4.50x4.0 m) in lieu of manned LC no. 75 ( Km 489/9-10) & LC No. 76 ( Km 591/1-2) on MTD-BKN Section
150OF2025-26~NWR
150OF2025-26
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹5.0 L
7 Jan 2026
15 Dec 2025
24 Dec 2025
53 items across 3 schedules · ₹7,99,81,487.62 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of soil except rock | cum | 4800.00 | 107.39 | 5,15,472 |
| 2 | 0m to 10m | Metre | 20.00 | 1,300.48 | 26,009.6 |
| 3 | 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 | 4.00 | 152.52 | 610.08 |
| 4 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 4.00 | 852.27 | 3,409.08 |
| 5 | Collection of water samples at required intervals | Each | 4.00 | 234.14 | 936.56 |
| 6 | Moisture Content/Dry Density | Each | 4.00 | 287.66 | 1,150.64 |
| 7 | Atterberg Limits | Each | 4.00 | 586.02 | 2,344.08 |
| 8 | Specific Gravity | Each | 4.00 | 631.51 | 2,526.04 |
| 9 | Grain size analysis including Hydrometer analysis | Each | 4.00 | 727.84 | 2,911.36 |
| 10 | Direct Shear Test | Each | 4.00 | 2,330.69 | 9,322.76 |
| 11 | Natural Density | Each | 4.00 | 674.32 | 2,697.28 |
| 12 | Consolidation Test | Each | 4.00 | 6,886.37 | 27,545.48 |
| 13 | Unconfined Compression Test | Each | 4.00 | 2,006.91 | 8,027.64 |
| 14 | Tri-axial Test | Each | 4.00 | 2,158.09 | 8,632.36 |
| 15 | All kinds of soils | cum | 3200.00 | 210.9 | 6,74,880 |
| 16 | Soft rock (not requiring blasting) | cum | 200.00 | 439.13 | 87,826 |
| 17 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | cum | 320.00 | 2,908.74 | 9,30,796.8 |
| 18 | Providing and laying in position machine batched, machine mixed and machine v i b r a t e d Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 1340.00 | 2,919.59 | 39,12,250.6 |
| 19 | Wing wall and Return wall | cum | 960.00 | 2,999.09 | 28,79,126.4 |
| 20 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 150.00 | 2,988.17 | 4,48,225.5 |
| 21 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm | 700.00 | 178.84 | 1,25,188 |
| 22 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 6500.00 | 715.17 | 46,48,605 |
| 23 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 1145.00 | 7,801.51 | 89,32,728.95 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 180600.00 | 107.01 | 1,93,26,006 |
| 25 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. | MT | 50.00 | 1,29,631.69 | 64,81,584.5 |
| 26 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each | 2.00 | 869.26 | 1,738.52 |
| 27 | RH /Temporary girder of length varying from 12.2m to 16.3m using road crane capacity of 50 MT | Each | 2.00 | 81,257.7 | 1,62,515.4 |
| 28 | RH /Temporary girder of length varying from 12.2m to 16.3m using road crane capacity of 50 MT | Each | 2.00 | 88,503.83 | 1,77,007.66 |
| Schedule total | ₹4,94,00,074.29 | ||||
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