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Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
24 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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.
Definition of similar nature of work-"Any Civil Engineering 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.
ADEN/HQ/Ajmer Subdivision - Repairs to ADSA Swimming Pool and Renovation of DY CAO TA Building, NWR & WR Section.
93-2026
93-2026
Open
Works - General
9 Months
Ajmer, Rajasthan
₹0
₹4.6 L
24 Jul 2026
3 Jul 2026
10 Jul 2026
124 items across 8 schedules · ₹2,13,50,714.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 1250 | 129.85 | 1,62,312.5 |
| 2 | All kinds of soil. | cum | 5 | 260.3 | 1,301.5 |
| 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 | 9 | 7,878.5 | 70,906.5 |
| 4 | 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 | 319 | 7,294.7 | 23,27,009.3 |
| 5 | 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 | 13 | 6,812 | 88,556 |
| 6 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 17 | 961.3 | 16,342.1 |
| 7 | Under 20 cm wide | Metre | 18 | 208.55 | 3,753.9 |
| 8 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 68 | 1,028.4 | 69,931.2 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers with water proof ply 12 mm thick | Sqm | 57 | 841.95 | 47,991.15 |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2850 | 107.85 | 3,07,372.5 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 29 | 9,860.4 | 2,85,951.6 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 24 | 7,132.25 | 1,71,174 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 17 | 9,105.95 | 1,54,801.15 |
| 14 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 24 | 905.05 | 21,721.2 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 7 | 7,311.25 | 51,178.75 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 7 | 9,275.45 | 64,928.15 |
| 17 | Area of slab upto 0.50 sqm | Sqm | 30 | 5,413.5 | 1,62,405 |
| 18 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 19 | 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 | 68 | 1,267.95 | 86,220.6 |
| 20 | Sal wood | cum | 3 | 1,16,520.3 | 3,49,560.9 |
| 21 | 30 mm thick shutters | Sqm | 57 | 3,747.3 | 2,13,596.1 |
| 22 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 45 | 2,241.8 | 1,00,881 |
| 23 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 36 | 3,167.95 | 1,14,046.2 |
| 24 | Fixed to steel windows by welding | Kg | 342 | 219.1 | 74,932.2 |
| 25 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 342 | 238.35 | 81,515.7 |
| 26 | 250x16 mm | Each | 46 | 260.6 | 11,987.6 |
| 27 | 150x10 mm | Each | 91 | 82.55 | 7,512.05 |
| 28 | 125 mm | Each | 205 | 66.25 | 13,581.25 |
| 29 | 1.0 mm thick | Sqm | 72 | 897.3 | 64,605.6 |
| 30 | Hot finished welded type tubes | Kg | 3480 | 194.4 | 6,76,512 |
| 31 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2843 | 172.6 | 4,90,701.8 |
| 32 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 91 | 1,133.55 | 1,03,153.05 |
| 33 | 25 mm thick | Sqm | 712 | 1,948.25 | 13,87,154 |
| 34 | 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 | 171 | 2,354.7 | 4,02,653.7 |
| 35 | Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre | Sqm | 228 | 44.15 | 10,066.2 |
| 36 | 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 | 57 | 1,096.55 | 62,503.35 |
| 37 | Size of Tile 600x600 mm | Sqm | 807 | 1,553.45 | 12,53,634.15 |
| 38 | Size of Tile 600x600 mm | Sqm | 209 | 1,623.05 | 3,39,217.45 |
| 39 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 323 | 3,186.7 | 10,29,304.1 |
| 40 | 40 to 50 mm thick | Sqm | 35 | 1,138.2 | 39,837 |
| 41 | 100 mm diameter | Each | 456 | 362.85 | 1,65,459.6 |
| 42 | 110 mm diameter | Metre | 1157 | 377.4 | 4,36,651.8 |
| 43 | 110 mm bend | Each | 122 | 150.35 | 18,342.7 |
| 44 | 110 mm Shoe | Each | 122 | 131.85 | 16,085.7 |
| 45 | 2 mm thick flat | Sqm | 80 | 1,245.65 | 99,652 |
| 46 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 720 | 738.65 | 5,31,828 |
| 47 | Ridges plain (500 - 600mm) | Metre | 57 | 532.35 | 30,343.95 |
| 48 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1710 | 487.4 | 8,33,454 |
| 49 | Flush/ Ruled pointing | Sqm | 2052 | 385.4 | 7,90,840.8 |
| 50 | Flush/ Ruled pointing | Sqm | 684 | 214.2 | 1,46,512.8 |
| 51 | 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 | 3990 | 185.65 | 7,40,743.5 |
| 52 | Two or more coats on new work | Sqm | 770 | 155.9 | 1,20,043 |
| 53 | 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 | 2052 | 156.05 | 3,20,214.6 |
| 54 | Old work (one or more coats) | Sqm | 1140 | 62.7 | 71,478 |
| 55 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 4560 | 25.15 | 1,14,684 |
| 56 | One or more coats on old work | Sqm | 570 | 102.8 | 58,596 |
| 57 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 57 | 1,580.9 | 90,111.3 |
| 58 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | Sqm | 2850 | 72.45 | 2,06,482.5 |
| 59 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | Sqm | 912 | 3.45 | 3,146.4 |
| 60 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in- charge. | Each | 79 | 429.1 | 33,898.9 |
| 61 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 13 | 2,434.25 | 31,645.25 |
| 62 | 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 | 29 | 3,551.25 | 1,02,986.25 |
| 63 | In cement mortar | cum | 13 | 2,060.2 | 26,782.6 |
| 64 | In cement mortar | cum | 7 | 2,458.95 | 17,212.65 |
| 65 | Of area 3 sq. metres and below | Each | 35 | 367.2 | 12,852 |
| 66 | Of area beyond 3 sq. metres | Each | 35 | 502.75 | 17,596.25 |
| 67 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 4900 | 5.65 | 27,685 |
| 68 | For thickness of tiles 10 mm to 25 mm | Sqm | 330 | 73.4 | 24,222 |
| 69 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 330 | 113.35 | 37,405.5 |
| 70 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 228 | 266.45 | 60,750.6 |
| 71 | Asbestos Cement sheet | Sqm | 570 | 77.3 | 44,061 |
| 72 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | cum | 9 | 2,664.65 | 23,981.85 |
| 73 | Up to 10 mm thick | Sqm | 285 | 61 | 17,385 |
| 74 | 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 | 912 | 56.35 | 51,391.2 |
| 75 | 100 mm dia pipe | Metre | 513 | 78 | 40,014 |
| 76 | 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 | 1680 | 54.65 | 91,812 |
| 77 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 912 | 56.35 | 51,391.2 |
| 78 | 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 | 57 | 263.95 | 15,045.15 |
| 79 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 13 | 10,117.6 | 1,31,528.8 |
| 80 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 2368 | 1,045.65 | 24,76,099.2 |
| 81 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 82 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 83 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 7 | 12,071.75 | 84,502.25 |
| 84 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 9,256.45 | 18,512.9 |
| 85 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 4 | 1,879.2 | 7,516.8 |
| 86 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 4 | 1,683.35 | 6,733.4 |
| 87 | 25 mm nominal dia Pipes | Metre | 45 | 401.55 | 18,069.75 |
| 88 | 20 mm nominal dia Pipes | Metre | 45 | 537.6 | 24,192 |
| 89 | 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 | 1140 | 11 | 12,540 |
| 90 | 15 mm nominal bore | Each | 7 | 820.7 | 5,744.9 |
| 91 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 78 | 539.85 | 42,108.3 |
| 92 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 44 | 643.45 | 28,311.8 |
| 93 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 20 | 1,176.8 | 23,536 |
| 94 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 17 | 638.35 | 10,851.95 |
| 95 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 6 | 8,042.3 | 48,253.8 |
| Schedule total | ₹1,95,69,273.85 | ||||
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