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Tender Value
₹3.8 Cr
EMD Value
₹3.4 L
Closing Date
4 Feb 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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i)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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: for b (i) separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (ii)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. Any work or set of works shall be considered to be a separate component, only when cost of the component is more than 2 crore each. (b) (iii) 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 Work : - ANY CIVIL ENGINEERING WORK.
13 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.
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 Sub Division : Improvement to various staff & officers quarters by Replacing Wooden Door and Windows and Repair and improvement to Toilets and bathrooms with pipe line & Sanitary fittings etc in colony no. 1 Colony no. 2 Raja cycle colony, Gulab Bari colony, Frazer road colony, GLO colony, Mall raod colony, Pal Bichla colony, Hazaribagh, Ashaganj, Malusa road, Beawar road, Kasarinadi RPF, Giri marg, five bungalow, jonse ganj & other colonies.
02-2026~NWR
02-2026
Open
Works - General
12 Months
Ajmer, Rajasthan
₹0
₹3.4 L
4 Feb 2026
13 Jan 2026
21 Jan 2026
104 items across 1 schedule · ₹5,93,46,005.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 415 | 187.24 | 77,704.6 |
| 2 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 556 | 234.05 | 1,30,131.8 |
| 3 | All kinds of soil | cum | 830 | 205.45 | 1,70,523.5 |
| 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 | 60 | 7,365.15 | 4,41,909 |
| 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 | 32 | 6,833.4 | 2,18,668.8 |
| 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 | 71 | 6,326.05 | 4,49,149.55 |
| 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 | 40 | 9,375.2 | 3,75,008 |
| 8 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 42 | 8,288.35 | 3,48,110.7 |
| 9 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 8,190.9 | 6,55,272 |
| 10 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 208 | 6,653.45 | 13,83,917.6 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 314 | 8,275.7 | 25,98,569.8 |
| 12 | Fastener with threaded dia 12 mm | Each | 3000 | 52.85 | 1,58,550 |
| 13 | 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 | 3511 | 1,063.45 | 37,33,772.95 |
| 14 | Sal wood | cum | 45 | 1,06,720.85 | 48,02,438.25 |
| 15 | 30 mm thick shutters | Sqm | 560 | 3,360.7 | 18,81,992 |
| 16 | 12 mm thick | Sqm | 350 | 1,946.3 | 6,81,205 |
| 17 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 166 | 1,897.1 | 3,14,918.6 |
| 18 | 30 mm thick | Sqm | 100 | 4,065.5 | 4,06,550 |
| 19 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 100 | 148.5 | 14,850 |
| 20 | Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). | Sqm | 1500 | 147.15 | 2,20,725 |
| 21 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 330 | 2,818.5 | 9,30,105 |
| 22 | On one side only | Sqm | 660 | 408.05 | 2,69,313 |
| 23 | 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 | 330 | 401.4 | 1,32,462 |
| 24 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 66 | 93.65 | 6,180.9 |
| 25 | Second class teak wood | Sqm | 1150 | 4,010.85 | 46,12,477.5 |
| 26 | Fixed to steel windows by welding | Kg | 3168 | 181 | 5,73,408 |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1980 | 197.7 | 3,91,446 |
| 28 | With 2nd class teak wood beading 62X19 mm | Sqm | 496 | 1,164.9 | 5,77,790.4 |
| 29 | With 12 mm mild steel U beading | Sqm | 330 | 812.4 | 2,68,092 |
| 30 | 75x60x3.10 mm | Each | 1386 | 40 | 55,440 |
| 31 | 250x16 mm | Each | 1687 | 165.9 | 2,79,873.3 |
| 32 | 250x10 mm | Each | 330 | 74.65 | 24,634.5 |
| 33 | 150x10 mm | Each | 71 | 53.05 | 3,766.55 |
| 34 | 250x20x6 mm | Each | 990 | 69 | 68,310 |
| 35 | 125 mm | Each | 330 | 35.2 | 11,616 |
| 36 | 100 mm | Each | 37 | 28.25 | 1,045.25 |
| 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 | 360 | 1,025.65 | 3,69,234 |
| 38 | 200x10 mm | Each | 990 | 90.8 | 89,892 |
| 39 | 150x10 mm | Each | 198 | 75.55 | 14,958.9 |
| 40 | 100 mm | Each | 1980 | 53.25 | 1,05,435 |
| 41 | Single rubber stopper | Each | 396 | 35.5 | 14,058 |
| 42 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 1038 | 408.25 | 4,23,763.5 |
| 43 | 30 mm thick plain PVC door shutters | Sqm | 347 | 2,455.1 | 8,51,919.7 |
| 44 | 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 | 12000 | 175.65 | 21,07,800 |
| 45 | 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 | 6600 | 146.55 | 9,67,230 |
| 46 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 11880 | 102.25 | 12,14,730 |
| 47 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 59702 | 142.3 | 84,95,594.6 |
| 48 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 567 | 971.55 | 5,50,868.85 |
| 49 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 1260 | 940.3 | 11,84,778 |
| 50 | 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 | 607 | 935.6 | 5,67,909.2 |
| 51 | Size of Tile 600x600 mm | Sqm | 500 | 1,416.65 | 7,08,325 |
| 52 | Size of Tile 600x600 mm | Sqm | 50 | 1,466.5 | 73,325 |
| 53 | 40 to 50 mm thick | Sqm | 1868 | 907.95 | 16,96,050.6 |
| 54 | 1:6 (1 cement: 6 coarse sand) | Sqm | 3953 | 401.35 | 15,86,536.55 |
| 55 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1938 | 162.55 | 3,15,021.9 |
| 56 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1735 | 97.6 | 1,69,336 |
| 57 | Two or more coats on new work | Sqm | 6120 | 131.45 | 8,04,474 |
| 58 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre | Sqm | 2640 | 61.45 | 1,62,228 |
| 59 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 208 | 357.55 | 74,370.4 |
| 60 | 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 | 208 | 110.7 | 23,025.6 |
| 61 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 70 | 2,007.1 | 1,40,497 |
| 62 | In cement mortar | cum | 135 | 2,027.1 | 2,73,658.5 |
| 63 | Of area 3 sq. metres and below | Each | 1386 | 302.7 | 4,19,542.2 |
| 64 | Of area 3 sq. metres and below | Each | 701 | 118.3 | 82,928.3 |
| 65 | For thickness of tiles 10 mm to 25 mm | Sqm | 2258 | 60.5 | 1,36,609 |
| 66 | 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 | 3197 | 45.05 | 1,44,024.85 |
| 67 | 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 | 187 | 219.35 | 41,018.45 |
| 68 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 175 | 5,781.35 | 10,11,736.25 |
| 69 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 35 | 5,540.55 | 1,93,919.25 |
| 70 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 104 | 1,913.75 | 1,99,030 |
| 71 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 104 | 1,679.6 | 1,74,678.4 |
| 72 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 208 | 1,500.05 | 3,12,010.4 |
| 73 | 610x460 mm bowl depth 200 mm | Each | 208 | 3,337.85 | 6,94,272.8 |
| 74 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 35 | 299.35 | 10,477.25 |
| 75 | Rectangular shape 453x357 mm | Each | 35 | 1,158.95 | 40,563.25 |
| 76 | 20 mm nominal dia Pipes | Metre | 2075 | 325.1 | 6,74,582.5 |
| 77 | 32 mm nominal dia Pipes | Metre | 1038 | 500.95 | 5,19,986.1 |
| 78 | 20 mm nominal dia Pipes | Metre | 697 | 513.75 | 3,58,083.75 |
| 79 | 50 mm nominal dia Pipes | Metre | 1386 | 811.85 | 11,25,224.1 |
| 80 | 25 to 40 mm nominal bore | Each | 35 | 757.1 | 26,498.5 |
| 81 | 15 mm nominal bore | Each | 208 | 303.85 | 63,200.8 |
| 82 | 25 mm nominal bore | Each | 139 | 532.35 | 73,996.65 |
| 83 | 50 mm nominal bore | Each | 7 | 878.25 | 6,147.75 |
| 84 | 15 mm nominal bore | Each | 208 | 348.85 | 72,560.8 |
| 85 | 100 mm diameter | Each | 208 | 166.35 | 34,600.8 |
| 86 | 15 mm nominal bore | Each | 208 | 262.3 | 54,558.4 |
| 87 | 25 mm nominal bore | Each | 70 | 369.35 | 25,854.5 |
| 88 | 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 | 106240 | 9.7 | 10,30,528 |
| 89 | 15 mm nominal bore | Each | 208 | 434.2 | 90,313.6 |
| 90 | 15 mm nominal bore | Each | 208 | 708.4 | 1,47,347.2 |
| 91 | 15 mm nominal bore | Each | 208 | 594.75 | 1,23,708 |
| 92 | 15mm nominal bore | Each | 830 | 500.35 | 4,15,290.5 |
| 93 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 139 | 113.85 | 15,825.15 |
| 94 | 100 mm nominal dia | Each | 208 | 33.2 | 6,905.6 |
| 95 | 125 mm nominal dia with 25 mm waste hole | Each | 208 | 45.25 | 9,412 |
| 96 | 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 | 208 | 96.75 | 20,124 |
| 97 | 15 mm nominal bore with 45 cm length | Each | 830 | 107.9 | 89,557 |
| 98 | 15 mm nominal bore, weighing not less than 32 gms | Each | 74 | 43.05 | 3,185.7 |
| 99 | 25mm nominal bore, weighing not less than 62 gms | Each | 208 | 100.55 | 20,914.4 |
| 100 | With common burnt clay F.P.S. (non modular) bricks | Each | 600 | 362.4 | 2,17,440 |
| 101 | Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) including disposal of malba. | Metre | 139 | 198.4 | 27,577.6 |
| 102 | 150 mm diameter | Metre | 139 | 591.4 | 82,204.6 |
| 103 | 150 mm diameter S.W. pipe | Metre | 125 | 1,095.15 | 1,36,893.75 |
| 104 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 21 | 7,510.75 | 1,57,725.75 |
| Schedule total | ₹5,93,46,005.75 | ||||
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