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Tender Value
₹86.0 L
EMD Value
₹1.7 L
Closing Date
31 Jul 2025, 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 DNA
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
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.
Improvement on 19 LC up gradation of LXING Due to increase in TVU,Improvement of Road surface, approach gradient of road and speed breakers, Standardization of Gate gummites , toilet etc in the Section of ADEN/DNA
65of2025-26
65of2025-26
Open
Works - General
9 Months
Jodhpur, Rajasthan
₹0
₹1.7 L
31 Jul 2025
4 Jul 2025
41 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 120 | 286.85 | 34,422 |
| 2 | 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 | 90 | 6,326.05 | 5,69,344.5 |
| 3 | 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 | 5 | 9,375.2 | 46,876 |
| 4 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,653.45 | 3,32,672.5 |
| 5 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | cum | 55 | 8,974.5 | 4,93,597.5 |
| 6 | 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 | 5880 | 111.95 | 6,58,266 |
| 7 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 100 | 545 | 54,500 |
| 8 | 25 mm thick | Sqm | 350 | 1,706.6 | 5,97,310 |
| 9 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 50 | 935.6 | 46,780 |
| 10 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 100 | 938.5 | 93,850 |
| 11 | With residual type petroleum bitumen of grade VG -10 | Sqm | 450 | 133.15 | 59,917.5 |
| 12 | In 75x75 mm deep chase | Metre | 60 | 260.2 | 15,612 |
| 13 | 110 mm diameter | Metre | 60 | 319.75 | 19,185 |
| 14 | 110 mm bend | Each | 10 | 132 | 1,320 |
| 15 | 110 mm Shoe | Each | 10 | 115.95 | 1,159.5 |
| 16 | 110 mm | Each | 40 | 309.5 | 12,380 |
| 17 | 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 | 210 | 442.75 | 92,977.5 |
| 18 | Flush/ Ruled pointing | Sqm | 250 | 319.35 | 79,837.5 |
| 19 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 210 | 123.85 | 26,008.5 |
| 20 | Two coats | Sqm | 3000 | 90.05 | 2,70,150 |
| 21 | Two coats | Sqm | 2500 | 116.05 | 2,90,125 |
| 22 | One or more coats on old work | Sqm | 3600 | 86.55 | 3,11,580 |
| 23 | Re-lettering with black Japan paint of approved brand and manufacture. | per letter per cm height | 58000 | 3.2 | 1,85,600 |
| 24 | Orissa pattern W.C Pan of size 580x440 mm | Each | 6 | 3,850.65 | 23,103.9 |
| 25 | Dismantling W. C . Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. | Each | 6 | 110.7 | 664.2 |
| 26 | Water bound macadam road | Sqm | 550 | 179.65 | 98,807.5 |
| 27 | bituminous road | Sqm | 7100 | 353.65 | 25,10,915 |
| 28 | 63 mm to 45 mm size stone aggregate | cum | 120 | 1,624.5 | 1,94,940 |
| 29 | 53 mm to 22.4 mm size stone aggregate | cum | 140 | 1,837.25 | 2,57,215 |
| 30 | 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 | 260 | 865.8 | 2,25,108 |
| 31 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 3000 | 11.6 | 34,800 |
| 32 | On bituminous surface @ 0.25kg/sqm | Sqm | 7500 | 7.9 | 59,250 |
| 33 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 10500 | 427.75 | 44,91,375 |
| 34 | Cement concrete prepared with batch mixing machine | cum | 50 | 9,492.9 | 4,74,645 |
| 35 | New work (Two or more coats) | Sqm | 350 | 239.95 | 83,982.5 |
| 36 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 340 | 175.5 | 59,670 |
| 37 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 500 | 108.65 | 54,325 |
| 38 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 500 | 1,011.2 | 5,05,600 |
| 39 | 20 mm nominal dia Pipes | Metre | 130 | 325.1 | 42,263 |
| 40 | 25 mm nominal dia Pipes | Metre | 165 | 408.55 | 67,410.75 |
| 41 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Litre | 4000 | 9.7 | 38,800 |
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