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Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
5 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ADEN LUNI
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 Civil Engineering work.
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.
Improvement of Drainage system to prevent water logging by seepage, etc. at RUB No. 93B (Km 679/3-4), 102B (Km 709/2-3), 105B (Km 714/8-9), 105C (Km 722/0-1) on JU-MJ section, in the Jurisdiction of Sr.DEN/South of Jodhpur Division
109of2026-27
109of2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹11.4 L
5 Aug 2026
14 Jul 2026
22 Jul 2026
36 items across 2 schedules · ₹2,75,60,483.68 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| in excavation by mechanical means Excavator)/Manual Means for and floors of the bridges, retaining including setting out, dressing of ramming of bottom, getting out the material, back filling in layers with material and consolidation of the ramming and watering etc. including disposal of surplus soil up to a lead of types of shoring and strutting with and material complete as per and technical specification as directed in charge. Note: This item will be excavation work in connection with miscellaneous works also like side foundation for OHE masts and other structures in connection with Conversion, Doubling, New lines. | — | — | — | — | |
| 1 | of soils | cum | 1800.00 | 210.9 | 3,79,620 |
| 2 | (not requiring blasting) | cum | 180.00 | 439.13 | 79,043.4 |
| and laying in position Plain cement of specified Nominal Mix for works like side drains, for OHE masts and other structures excluding the cost of centering and shuttering - All work up level : | — | — | — | — | |
| 3 | cement : 2 coarse sand (zone-III) : 4 stone aggregate 20 mm nominal size) | cum | 45.00 | 2,936.59 | 1,32,146.55 |
| 4 | Cement : 3 coarse sand (zone-III) : 6 stone aggregate 20 mm nominal size) | cum | 165.00 | 3,015.76 | 4,97,600.4 |
| 5 | and laying in position machine machine mixed and machine Cement Concrete of specified grade approved Design Mix (mixed in Mobile Batching/Mixing Plant at site or RMC approved plants) using 20mm graded stone aggregate and coarse sand of quality in RCC raft foundation & Pile including finishing, using Plasticiser in proportions (as per IS:9103), to workability without impairing strength durability complete as per specifications direction of the Engineer in charge. Note: for cement, reinforcement and shall be made extra under relevant Plasticiser shall invariably be used in proportion to increase workability minimum possible quantity of cement for of Design Mix Concrete unless it is approved citing reasons for not plasticiser at the stage of Mix Design that case deduction shall be made as item. | cum | 145.00 | 2,919.59 | 4,23,340.55 |
| and laying in position machine machine mixed and machine Cement Concrete of specified grade approved Design Mix (mixed in Mobile Batching/Mixing Plant at site or RMC approved plants) using 20mm graded stone aggregate and coarse sand of quality for the following Reinforced concrete structural elements up to 9.0 m from foundation top level, finishing, using Plasticiser in proportions (as per IS:9103), to workability without impairing strength durability complete as per specifications direction of the Engineer in charge. Note: for cement, reinforcement and shall be made extra under relevant Plasticiser shall invariably be used in proportion to increase workability minimum possible quantity of cement for of Design Mix Concrete unless it is approved citing reasons for not plasticiser at the stage of Mix Design that case deduction shall be made as item. | — | — | — | — | |
| 6 | and Return wall | cum | 380.00 | 2,999.09 | 11,39,654.2 |
| 7 | g and casting machine batched, mixed and machine vibrated Cement of specified grade as per approved Mix, mixed in Mobile Concrete Plant at site or RMC from plants, (Cast in-Situ/Pre-cast) in slab, side walls, toe wall and haunch filling head walls, thrust bed or component using 20mm graded stone aggregate and coarse sand of quality of RCC box of any size finishing, Plasticiser in approved (as per IS:9103), to modify without impairing strength and complete as per drawings and specifications as directed by in charge. N o t e : 1. Payment for reinforcement and shuttering shall be extra under relevant item. 2. Plasticiser invariably be used in approved proportion workability with minimum possible of cement for all grade of Design Mix unless it is specifically approved reasons at the stage of Mix Design and case deduction shall be made as per item. | cum | 90.00 | 3,211.55 | 2,89,039.5 |
| and shuttering including strutting, etc. and removal of form for : | — | — | — | — | |
| 8 | of bridge sub-structures, e.g. pier, wing wall, retaining wall, RCC box foundations, Abutment cap, Pier Cap, Platform & Pedestal over Pier cap, wall, Diaphragm wall etc. up to 5m ground level | Sqm | 2400.00 | 715.17 | 17,16,408 |
| and using Cement at Worksite | — | — | — | — | |
| 9 | Portland Cement 43 grade approved | MT | 500.00 | 7,801.51 | 39,00,755 |
| of steel reinforcement of approved for R.C.C. work including cutting, bending, placing in and binding all complete. | — | — | — | — | |
| 10 | Thermo-Mechanically Treated bars of grade or more of approved brands/makes. | Kg | 70800.00 | 107.01 | 75,76,308 |
| 11 | of stone boulders weighing not less kg each at specified bridge locations. | cum | 240.00 | 1,202.81 | 2,88,674.4 |
| 12 | cast in situ bridge number plaques Railway drawing in cement concrete using 20mm hard stone aggregate in 30mm notch in Bridge parapet duly engraving the letter and figures arrow indicating the direction of flow finishing the top exposed surface with mortar 1:3, painting letters and figures coats of black enamel paint on two white background with all labour, cement, paint etc. with all leads and | Each | 50.00 | 869.26 | 43,463 |
| & laying non pressure NP-4 Class with collars, jointing with 1:2 cement sand mortar including testing of excluding earthwork with all labour material as a complete job. Cement for will be paid separately.(Pipes of dia and above will be laid using | — | — | — | — | |
| 13 | dia. | Metre | 160.00 | 3,207.91 | 5,13,265.6 |
| 14 | Boulder Backing behind wing wall, wall, retaining wall with hand packed & cobbles with smaller size boulders the back including all lead, lift, labour incidental charges as complete work in Payment for boulder/cobbles will extra. | cum | 240.00 | 411.68 | 98,803.2 |
| machinery for minor miscellaneous for short duration including fuel, lubricants and The contractor shall arrange all permits as required by rules and prevailing in the area of work. shall be made for actual working site. | — | — | — | — | |
| 15 | Loaders 3DX Plus or similar with 1.10 cum bucket capacity | Hour | 124.00 | 864.02 | 1,07,138.48 |
| 16 | similar tyre mounted Pick-n-Carry 12T capacity for misc. works of of material | Hour | 60.00 | 964.49 | 57,869.4 |
| Schedule total | ₹1,72,43,129.68 | ||||
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nit.pdf
NIT
FinalSTDWorks12.2.20191.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.221.pdf
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CorrigendumintenderdocumentJU01052023.pdf
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ACS01to11_compressed.pdf
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ClarificationregardingsubmissionofAnnexure-V.pdf
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clarificationapplicabilityACs10.pdf
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