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Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
19 Jun 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
SR.DEN E
15 conditions · 4 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet
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 Contract or 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. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar nature of work: Construction of buildings/quarters work. Note: - Zone works for repair maintenance of service building/residential quarter will not be considered similar work as "Construction of building/quarters work.
14 conditions · 3 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.
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.
The Bid Security should be paid through online payment. In case the tenderer withdraw his offer within the validity period of his offer or fails to undertake the contract after acceptance of his tender the full Bid Security shall be forfeited. If the tender is accepted the amount of Bid Security will be retained and adjusted as security deposit for the due and faithful fulfillment of the contract. The Bid Security of the unsuccessful tenderers shall save as here-in-before provided be returned to the unsuccessful tenderers within a reasonable time but the Railway shall not be responsible for any loss or depreciation that my happen to the security for the due performance of the stipulation to keep the offer open for the period specified in the tender documents or to the Bid Security while in their possession nor be liable to pay interest thereon.
The tenderers shall keep the offer open for a minimum period as mentioned in NIT from the date of opening of the tender, within which period the tenderers can not withdraw their offer, subject to the period being extended further if required, by mutual agreement from time to time. Any intervention of the above condition will make the tenderer liable for forfeiture of his security deposit for due performance of the foregoing stipulation.
If it is not mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm / Partnership firm / Joint Venture / Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender. The tenderer whether sole proprietor / a company or a partnership firm / registered society / registered trust / HUF / LLP etc. if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/Contract up to the stage of signing the agreement except in the case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association / Board resolution, failing which tender shall be summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he / they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him / them to deal with all other contractual activities subsequent to signing of agreement, if required. NOTE : A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed and Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if nt carries a conforming Apostille certificate.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
The quantities shown in above Schedule are approximate and are as a guide to give the tenderer(s) an idea of quantum of work involved. The Railway reserves the right to increase/decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account.
Provision of Extension of TRD building of DRM office at Ajmer.
82-2026~NWR
82-2026
Open
Works - General
9 Months
Ajmer, Rajasthan
₹0
₹3.0 L
19 Jun 2026
26 May 2026
5 Jun 2026
106 items across 7 schedules · ₹1,42,94,030.99 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 140 | 260.3 | 36,442 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 70 | 196 | 13,720 |
| 3 | All kinds of soil | cum | 80 | 126.8 | 10,144 |
| 4 | 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 | 10 | 7,878.5 | 78,785 |
| 5 | 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 | 70 | 7,294.7 | 5,10,629 |
| 6 | 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 | 20 | 6,812 | 1,36,240 |
| 7 | 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 | 3 | 9,895.2 | 29,685.6 |
| 8 | 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 | 5 | 9,311.4 | 46,557 |
| 9 | Foundations, footings, bases for columns | Sqm | 98 | 392.15 | 38,430.7 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 28 | 842.5 | 23,590 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 403 | 392.15 | 1,58,036.45 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 600 | 927.25 | 5,56,350 |
| 13 | Shelves (Cast in situ) | Sqm | 60 | 927.25 | 55,635 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 166 | 736.4 | 1,22,242.4 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 403 | 961.3 | 3,87,403.9 |
| 16 | Under 20 cm wide | Metre | 70 | 208.55 | 14,598.5 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 15 | 951.1 | 14,266.5 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 600 | 384.3 | 2,30,580 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 14040 | 107.85 | 15,14,214 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12480 | 107.85 | 13,45,968 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 117 | 9,504.75 | 11,12,055.75 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 104 | 9,860.4 | 10,25,481.6 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 73 | 733.5 | 53,545.5 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 92 | 9,095.05 | 8,36,744.6 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 93 | 7,311.25 | 6,79,946.25 |
| 26 | Area of slab upto 0.50 sqm | Sqm | 20 | 5,413.5 | 1,08,270 |
| 27 | Area of slab over 0.50 sqm | Sqm | 60 | 5,136.3 | 3,08,178 |
| 28 | Granite work | Metre | 40 | 510.95 | 20,438 |
| 29 | Metre | 20 | 568.55 | 11,371 | |
| 30 | Each | 1 | 978.7 | 978.7 | |
| 31 | Sal wood | cum | .7 | 1,16,520.3 | 81,564.21 |
| 32 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 11 | 2,172.1 | 23,893.1 |
| 33 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 11 | 462.35 | 5,085.85 |
| 34 | Second class teak wood | Sqm | 3 | 4,520.3 | 13,560.9 |
| 35 | 25 mm dia | Metre | 24 | 525.55 | 12,613.2 |
| 36 | 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 20 mm nominal size). | Each | 24 | 228.85 | 5,492.4 |
| 37 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 4 | 1,124.85 | 4,499.4 |
| 38 | 300x16 mm | Each | 4 | 303.25 | 1,213 |
| 39 | 200x10 mm | Each | 4 | 99.7 | 398.8 |
| 40 | 125 mm | Each | 8 | 66.25 | 530 |
| 41 | Twin rubber stopper | Each | 4 | 72.35 | 289.4 |
| 42 | 1.0 mm thick | Sqm | 22 | 897.3 | 19,740.6 |
| 43 | With 2nd class teak wood beading 62X19 mm | Sqm | 26 | 1,597.15 | 41,525.9 |
| 44 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (85 mm & above). (Height above 2.5 metre). | Sqm | 26 | 9,894.8 | 2,57,264.8 |
| 45 | Providing and fixing 25mm thick pre- laminated medium density fibre board exterior grade ( Grade-I) IS:14587:1998 marked with one side decorative and other side balancing lamination for cupboard shutters edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickel plated bright finishing M.S. piano hinges conforming to IS:3818 marked with necessary screw etc all complete. | Sqm | 5.5 | 2,135.25 | 11,743.88 |
| 46 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 50 | 226 | 11,300 |
| 47 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2624 | 172.6 | 4,52,902.4 |
| 48 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 150 | 1,056.15 | 1,58,422.5 |
| 49 | Ordinary cement without any pigment | Sqm | 600 | 1,386.8 | 8,32,080 |
| 50 | Size of Tile 600x600 mm | Sqm | 225 | 1,553.45 | 3,49,526.25 |
| 51 | Size of Tile 600x600 mm | Sqm | 15 | 1,623.05 | 24,345.75 |
| 52 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 55 | 4,481.3 | 2,46,471.5 |
| 53 | In 75x75 mm deep chase | Metre | 47 | 305.15 | 14,342.05 |
| 54 | 40 to 50 mm thick | Sqm | 9 | 1,138.2 | 10,243.8 |
| 55 | 100 mm diameter | Each | 50 | 362.85 | 18,142.5 |
| 56 | 110 mm diameter | Metre | 500 | 377.4 | 1,88,700 |
| 57 | 110 mm | Each | 50 | 136.15 | 6,807.5 |
| 58 | 110 mm bend | Each | 50 | 150.35 | 7,517.5 |
| 59 | 1:6 (1 cement: 6 coarse sand) | Sqm | 530 | 343.65 | 1,82,134.5 |
| 60 | 1:6 (1 cement: 6 coarse sand) | Sqm | 330 | 466.05 | 1,53,796.5 |
| 61 | Neat cement punning. | Sqm | 2 | 79.95 | 159.9 |
| 62 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 700 | 185.65 | 1,29,955 |
| 63 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 350 | 160.6 | 56,210 |
| 64 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 7 | 74.65 | 522.55 |
| 65 | Two or more coats on new work | Sqm | 52 | 155.9 | 8,106.8 |
| 66 | 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 | 1200 | 156.05 | 1,87,260 |
| 67 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 20 | 2,434.25 | 48,685 |
| 68 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg | 35 | 9.05 | 316.75 |
| 69 | In cement mortar | cum | 8 | 2,060.2 | 16,481.6 |
| 70 | 63 mm to 45 mm size stone aggregate | cum | 15 | 1,636.05 | 24,540.75 |
| 71 | Moorum | cum | 8 | 768.25 | 6,146 |
| 72 | 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 | 23 | 1,046.95 | 24,079.85 |
| 73 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 350 | 1,045.65 | 3,65,977.5 |
| 74 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 45 | 8,042.3 | 3,61,903.5 |
| Schedule total | ₹1,38,47,020.84 | ||||
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