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Tender Value
₹2.3 Cr
EMD Value
₹2.7 L
Closing Date
16 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 LINE
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 :- Fabrication of steel structures.
10 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.
Provision of PF Shelter along with CC benches at various station of DEN/Cent. sub division
155OF2025-26~NWR
155OF2025-26
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹2.7 L
16 Jan 2026
21 Dec 2025
2 Jan 2026
37 items across 1 schedule · ₹3,54,21,785.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 720 | 286.85 | 2,06,532 |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 180 | 368.65 | 66,357 |
| 3 | 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 | 180 | 7,226.95 | 13,00,851 |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 270 | 6,326.05 | 17,08,033.5 |
| 5 | 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 | 36 | 9,793.75 | 3,52,575 |
| 6 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 36 | 9,375.2 | 3,37,507.2 |
| 7 | Foundations, footings, bases for columns | Sqm | 180 | 307.95 | 55,431 |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 324 | 669.55 | 2,16,934.2 |
| 9 | 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 | 162 | 8,364.2 | 13,55,000.4 |
| 10 | 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 | 27 | 10,185.05 | 2,74,996.35 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 126 | 307.95 | 38,801.7 |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 90 | 669.55 | 60,259.5 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 3600 | 89.65 | 3,22,740 |
| 14 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 5040 | 89.65 | 4,51,836 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 18 | 6,653.45 | 1,19,762.1 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 36 | 8,275.7 | 2,97,925.2 |
| 17 | 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 | 65000 | 111.95 | 72,76,750 |
| 18 | Hot finished seamless type tubes | Kg | 47600 | 168.95 | 80,42,020 |
| 19 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 4860 | 88.5 | 4,30,110 |
| 20 | Providing and fixing bolts including nuts and washers complete. | Kg | 1170 | 140.15 | 1,63,975.5 |
| 21 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 2880 | 2,589.9 | 74,58,912 |
| 22 | 0.80 mm thick with zinc coating not less than 275 gm/sqm | Metre | 288 | 811.85 | 2,33,812.8 |
| 23 | 110 mm diameter | Metre | 234 | 319.75 | 74,821.5 |
| 24 | 110 mm bend | Each | 36 | 132 | 4,752 |
| 25 | 110 mm Shoe | Each | 36 | 115.95 | 4,174.2 |
| 26 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 3060 | 671.55 | 20,54,943 |
| 27 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 36 | 442.75 | 15,939 |
| 28 | Flush/ Ruled pointing | Sqm | 180 | 319.35 | 57,483 |
| 29 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 180 | 44.25 | 7,965 |
| 30 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 900 | 191.4 | 1,72,260 |
| 31 | Two or more coats on new work | Sqm | 2700 | 121.45 | 3,27,915 |
| 32 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 9000 | 5.05 | 45,450 |
| 33 | Water bound macadam road | Sqm | 2880 | 179.65 | 5,17,392 |
| 34 | bituminous road | Sqm | 2880 | 353.65 | 10,18,512 |
| 35 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 540 | 219.35 | 1,18,449 |
| 36 | 150 mm diameter | Metre | 180 | 591.4 | 1,06,452 |
| 37 | 150 mm diameter S.W. pipe | Metre | 180 | 689.75 | 1,24,155 |
| Schedule total | ₹3,54,21,785.15 | ||||
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