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Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
2 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ESTATE II
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 as per Annexure-VIIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: (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 fulfilment 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 works contract.
Defination of Similar Work :- Any Civil work other than track work.
27 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.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the all the conditions of the work site & all the financial implications due to the above conditions is deemed to be understood and taken care of while bidding the offer.
Provision of wooden flooring, false ceiling, tiles, doors, painting etc in rooms/halls at 4th and 5th floor in Rail Bhawan and Renewal of certification (Indian Green Building Council Gold Rating) of Rail Bhawan Building, New Delhi In the section of SSE/W/RB under ADEN/E-III.
NIT-03-26-27-WE
NIT-03-26-27-WE
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹7.3 L
2 Jun 2026
8 May 2026
19 May 2026
33 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 2000 | 411.3 | 8,22,600 |
| 2 | 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 | 1 | 9,375.2 | 9,375.2 |
| 3 | 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 1 | 8,843.45 | 8,843.45 |
| 4 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 3 | 8,288.35 | 24,865.05 |
| 5 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 200 | 1,018.05 | 2,03,610 |
| 6 | Area of slab over 0.50 sqm | Sqm | 50 | 4,425.35 | 2,21,267.5 |
| 7 | Second class teak wood | cum | 3 | 1,31,576.95 | 3,94,730.85 |
| 8 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | Each | 360 | 194.35 | 69,966 |
| 9 | 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 | 50 | 111.95 | 5,597.5 |
| 10 | Hot finished welded type tubes | Kg | 50 | 154.9 | 7,745 |
| 11 | Size of Tile 800x800 mm | Sqm | 650 | 2,142.4 | 13,92,560 |
| 12 | Size of Tile 800x800 mm | Sqm | 650 | 205.15 | 1,33,347.5 |
| 13 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 650 | -11.7 | -7,605 |
| 14 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 3000 | 1,145.95 | 34,37,850 |
| 15 | 1:6 (1 cement: 6 fine sand) | Sqm | 100 | 282 | 28,200 |
| 16 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5500 | 214.3 | 11,78,650 |
| 17 | Water thinnable cement primer | Sqm | 8621 | 64.45 | 5,55,623.45 |
| 18 | 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 | 3834 | 123.85 | 4,74,840.9 |
| 19 | Two coats | Sqm | 10000 | 116.05 | 11,60,500 |
| 20 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 100 | 462.3 | 46,230 |
| 21 | Door chowkhats | Each | 40 | 1,505.3 | 60,212 |
| 22 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 100 | 285 | 28,500 |
| 23 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 1 | 2,007.1 | 2,007.1 |
| 24 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 1 | 2,928.1 | 2,928.1 |
| 25 | In cement mortar | cum | 5 | 1,698.45 | 8,492.25 |
| 26 | Of area 3 sq. metres and below | Each | 40 | 302.7 | 12,108 |
| 27 | Of area 3 sq. metres and below | Each | 6 | 118.3 | 709.8 |
| 28 | For thickness of tiles 10 mm to 25 mm | Sqm | 1300 | 60.5 | 78,650 |
| 29 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | Sqm | 2000 | 46.5 | 93,000 |
| 30 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 100 | 45.05 | 4,505 |
| 31 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 250 | 466.3 | 1,16,575 |
| 32 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 75 | 564.8 | 42,360 |
| 33 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 15 | 1,325.55 | 19,883.25 |
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