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Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
4 May 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 JSM
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 by raising/extension of retaining wall cross drainage etc at various existing RUBs in the sub division of ADEN/JSM
02OF2026-27
02OF2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹4.8 L
4 May 2026
11 Apr 2026
20 Apr 2026
30 items across 2 schedules · ₹3,87,60,655.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1700 | 205.45 | 3,49,265 |
| 2 | All kinds of soil. | cum | 1200 | 286.85 | 3,44,220 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 300 | 253.95 | 76,185 |
| 4 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 200 | 7,226.95 | 14,45,390 |
| 5 | Foundations, footings, bases for columns | Sqm | 400 | 307.95 | 1,23,180 |
| 6 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 3200 | 669.55 | 21,42,560 |
| 7 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 3 | 9,673.5 | 29,020.5 |
| 8 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 76000 | 89.65 | 68,13,400 |
| 9 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 48000 | 89.65 | 43,03,200 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 600 | 8,683.8 | 52,10,280 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 650 | 10,306.2 | 66,99,030 |
| 12 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 550 | 688.45 | 3,78,647.5 |
| 13 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 4200 | 111.95 | 4,70,190 |
| 14 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 1700 | 2,007.1 | 34,12,070 |
| 15 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 1700 | 180.5 | 3,06,850 |
| 16 | 90 mm to 45 mm size stone aggregate | cum | 200 | 1,937.6 | 3,87,520 |
| 17 | 63 mm to 45 mm size stone aggregate | cum | 200 | 1,624.5 | 3,24,900 |
| 18 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 400 | 865.8 | 3,46,320 |
| 19 | Cement concrete prepared with batch mixing machine | cum | 420 | 9,492.9 | 39,87,018 |
| 20 | 600 mm dia. R.C.C. pipe | Metre | 10 | 2,098.1 | 20,981 |
| 21 | 300 mm dia | Metre | 300 | 690.7 | 2,07,210 |
| 22 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum | 6 | 1,302.3 | 7,813.8 |
| 23 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 6 | 1,309 | 7,854 |
| 24 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 6 | 1,309 | 7,854 |
| 25 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 6 | 1,479.25 | 8,875.5 |
| 26 | 200 mm nominal size dia | Metre | 300 | 2,194.85 | 6,58,455 |
| 27 | Upto and including 12mm dia. | Each | 2000 | 121.95 | 2,43,900 |
| 28 | Epoxy injection grout in concrete/RCC work of approved make | Kg | 500 | 793.25 | 3,96,625 |
| Schedule total | ₹3,87,08,814.3 | ||||
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nit.pdf
NIT
1StandardTenderDocument.pdf
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2GCC2022.pdf
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3corrigendum01052023.pdf
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4ACSno01to06inGCC2022.pdf
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5AnnexureVofGCC.pdf
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ACSno7to10inGCC2022.pdf
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ACSno11dated13.03.26toIRGCCApril-2022.pdf
ATTACHMENT
Clarification on ACS 10
ATTACHMENT
SeekingclarificationonapplicabilityofGCCCorrectionSlipNo1024-06-2025.pdf
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