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Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
18 Sept 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
DENCENTRAL
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 asper 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 financialyears excluding the current financial year, listed on National Stock Exchange or BombayStock Exchange, incorporated/registered at least 5 years prior to the date of closing oftender, 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.
Definition of 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."
17 conditions · 4 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 andauthenticated 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 abovepurposes through a provision made in the partnership deed /Memorandum of Understanding / Article of Association / Board resolution, failing which tender shall be summarily rejected. Aseparate 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.
The Contractor is advised to carefully read the attached Special Condition and bid accordingly.
Providing of gang tool room cum rest room in jurisdiction of ADEN/MJ & ADEN/L/AII.
108-2026~NWR
108-2026
Open
Works - General
12 Months
Ajmer, Rajasthan
₹0
₹3.8 L
18 Sept 2026
26 Aug 2026
4 Sept 2026
56 items across 1 schedule · ₹2,74,29,584.76 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1080 | 177.5 | 1,91,700 |
| 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 | 600 | 196 | 1,17,600 |
| 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 | 126 | 7,294.7 | 9,19,132.2 |
| 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 | 240 | 6,812 | 16,34,880 |
| 5 | 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 | 12 | 9,895.2 | 1,18,742.4 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 720 | 927.25 | 6,67,620 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 450 | 736.4 | 3,31,380 |
| 8 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 10800 | 107.85 | 11,64,780 |
| 9 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 24000 | 107.85 | 25,88,400 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 108 | 9,504.75 | 10,26,513 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 240 | 9,860.4 | 23,66,496 |
| 12 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 114.84 | 733.5 | 84,235.14 |
| 13 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 60 | 1,123.8 | 67,428 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 342 | 9,095.05 | 31,10,507.1 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 468 | 7,311.25 | 34,21,665 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 180 | 9,275.45 | 16,69,581 |
| 17 | Providing and fixing Ist quality ceramic glazed wall 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 | 384 | 1,267.95 | 4,86,892.8 |
| 18 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 43.2 | 3,253.8 | 1,40,564.16 |
| 19 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 122.4 | 492.7 | 60,306.48 |
| 20 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 5400 | 195.2 | 10,54,080 |
| 21 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 24 | 220.65 | 5,295.6 |
| 22 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3600 | 172.6 | 6,21,360 |
| 23 | Ordinary cement without any pigment | Sqm | 504 | 1,386.8 | 6,98,947.2 |
| 24 | 25 mm thick | Sqm | 480 | 1,948.25 | 9,35,160 |
| 25 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 60 | 2,354.7 | 1,41,282 |
| 26 | 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 | 44.4 | 1,112.7 | 49,403.88 |
| 27 | 110 mm diameter | Metre | 120 | 377.4 | 45,288 |
| 28 | 110 mm | Each | 72 | 136.15 | 9,802.8 |
| 29 | 110 mm bend | Each | 48 | 150.35 | 7,216.8 |
| 30 | 110 mm Shoe | Each | 48 | 131.85 | 6,328.8 |
| 31 | 110 mm | Each | 48 | 371.3 | 17,822.4 |
| 32 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 450 | 1,35,000 |
| 33 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2880 | 343.65 | 9,89,712 |
| 34 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3600 | 262.7 | 9,45,720 |
| 35 | 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 | 3600 | 185.65 | 6,68,340 |
| 36 | Two or more coats on new work | Sqm | 300 | 155.9 | 46,770 |
| 37 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 6,767.4 | 81,208.8 |
| 38 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 6,515.55 | 78,186.6 |
| 39 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 24 | 53.25 | 1,278 |
| 40 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 12 | 1,607.95 | 19,295.4 |
| 41 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 60 | 1,180.75 | 70,845 |
| 42 | Sand cast iron S&S as per IS - 3989 | Each | 12 | 705.2 | 8,462.4 |
| 43 | Sand cast iron S&S as per IS : 3989 | Each | 12 | 570.05 | 6,840.6 |
| 44 | Sand cast iron S&S as per IS - 3989 | Each | 12 | 811.9 | 9,742.8 |
| 45 | Sand cast iron S&S as per IS - 3989 | Each | 12 | 506 | 6,072 |
| 46 | Sand cast iron S&S as per IS - 3989 | Each | 12 | 513.15 | 6,157.8 |
| 47 | 100 mm | Each | 12 | 139.7 | 1,676.4 |
| 48 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 12 | 168.35 | 2,020.2 |
| 49 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 12 | 231.95 | 2,783.4 |
| 50 | 20 mm nominal dia Pipes | Metre | 600 | 335 | 2,01,000 |
| 51 | 25 mm nominal dia Pipes | Metre | 240 | 401.55 | 96,372 |
| 52 | 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. | Per Litre | 6000 | 11 | 66,000 |
| 53 | 15 mm nominal bore | Each | 24 | 506.8 | 12,163.2 |
| 54 | 15 mm nominal bore | Each | 24 | 798.95 | 19,174.8 |
| 55 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 12 | 111.45 | 1,337.4 |
| 56 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 24 | 8,042.3 | 1,93,015.2 |
| Schedule total | ₹2,74,29,584.76 | ||||
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SpecialConditions.pdf
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