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Tender Value
₹73.4 L
EMD Value
₹1.5 L
Closing Date
18 Dec 2025, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
SRDENS
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 Work : - " ANY CIVIL ENGINEERING WORK "
14 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.
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as STARTUPS shall be exempted from payment of Bid Security deposit detailed above on submission of Registration Certificate issued by appropriate authority.
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/Ranapratapnagar Subdivision: - Improvement in Academic block building along with Renovation of conference hall, Meeting hall and power supply strengthening and provision of one lift alongwith associated electrical works at ZRTI Udaipur.
112-2025~NWR
112-2025
Open
Works - General
9 Months
Ajmer, Rajasthan
₹0
₹1.5 L
18 Dec 2025
24 Nov 2025
4 Dec 2025
125 items across 7 schedules · ₹1,01,42,086.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 171 | 205.45 | 35,131.95 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 171 | 253.95 | 43,425.45 |
| 3 | All kinds of soil | cum | 39 | 104.5 | 4,075.5 |
| 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 | 10 | 6,326.05 | 63,260.5 |
| 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 | 1 | 9,375.2 | 9,375.2 |
| 6 | Foundations, footings, bases for columns | Sqm | 12 | 307.95 | 3,695.4 |
| 7 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 1 | 669.55 | 669.55 |
| 8 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 1 | 8,364.2 | 8,364.2 |
| 9 | cum | 2 | 10,719.3 | 21,438.6 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 12 | 307.95 | 3,695.4 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 47 | 766.55 | 36,027.85 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 90 | 608.35 | 54,751.5 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 114 | 804.25 | 91,684.5 |
| 14 | Under 20 cm wide | Metre | 29 | 181.9 | 5,275.1 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1350 | 89.65 | 1,21,027.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2700 | 89.65 | 2,42,055 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 11 | 8,683.8 | 95,521.8 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 23 | 10,306.2 | 2,37,042.6 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 11 | 688.45 | 7,572.95 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 6,658.25 | 33,291.25 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 101 | 8,288.35 | 8,37,123.35 |
| 22 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 73 | 1,018.05 | 74,317.65 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 9 | 6,653.45 | 59,881.05 |
| 24 | Granite stone of any colour and shade | Sqm | 51 | 2,675.7 | 1,36,460.7 |
| 25 | Granite Stone of approved shade | Sqm | 3 | 3,542.85 | 10,628.55 |
| 26 | 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 | 302 | 1,063.45 | 3,21,161.9 |
| 27 | Sal wood | cum | 1 | 1,06,720.85 | 1,06,720.85 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,086.1 | 77,152.5 |
| 29 | 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 | 25 | 401.4 | 10,035 |
| 30 | 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 | 88 | 408.25 | 35,926 |
| 31 | 30 mm thick plain PVC door shutters | Sqm | 30 | 2,455.1 | 73,653 |
| 32 | Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing b e a d of appropriate dimension. (Area of window above 1.75 sqm). | Sqm | 25 | 9,642.6 | 2,41,065 |
| 33 | Using flats 30x6mm for diagonal braces and central cross piece | Sqm | 3 | 4,615.15 | 13,845.45 |
| 34 | 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 | 188 | 175.65 | 33,022.2 |
| 35 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1688 | 142.3 | 2,40,202.4 |
| 36 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 12 | 545 | 6,540 |
| 37 | 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 | 151 | 935.6 | 1,41,275.6 |
| 38 | Size of Tile 600x600 mm | Sqm | 144 | 1,416.65 | 2,03,997.6 |
| 39 | 40 to 50 mm thick | Sqm | 12 | 907.95 | 10,895.4 |
| 40 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 93 | 1,948.95 | 1,81,252.35 |
| 41 | 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. | Sqm | 144 | 1,247.5 | 1,79,640 |
| 42 | 1:6 (1 cement: 6 coarse sand) | Sqm | 308 | 294.35 | 90,659.8 |
| 43 | 1:6 (1 cement: 6 coarse sand) | Sqm | 243 | 339.1 | 82,401.3 |
| 44 | 1:6 (1 cement: 6 coarse sand) | Sqm | 457 | 401.35 | 1,83,416.95 |
| 45 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 308 | 162.55 | 50,065.4 |
| 46 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 143 | 97.6 | 13,956.8 |
| 47 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 457 | 166.85 | 76,250.45 |
| 48 | Two or more coats on new work | Sqm | 18 | 131.45 | 2,366.1 |
| 49 | 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 | 308 | 123.85 | 38,145.8 |
| 50 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 51 | In lime mortar | cum | 6 | 954.8 | 5,728.8 |
| 52 | Of area 3 sq. metres and below | Each | 24 | 302.7 | 7,264.8 |
| 53 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in- charge. | Kg | 4313 | 3.2 | 13,801.6 |
| 54 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres | kg per metre span | 8626 | 0.7 | 6,038.2 |
| 55 | For thickness of tiles 10 mm to 25 mm | Sqm | 332 | 60.5 | 20,086 |
| 56 | 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 | 616 | 45.05 | 27,750.8 |
| 57 | 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 | 237 | 46.5 | 11,020.5 |
| 58 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 5,781.35 | 17,344.05 |
| 59 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 5,540.55 | 27,702.75 |
| 60 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 5,268.85 | 26,344.25 |
| 61 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 6 | 1,318.35 | 7,910.1 |
| 62 | 20 mm nominal dia Pipes | Metre | 150 | 513.75 | 77,062.5 |
| 63 | 25 mm nominal dia Pipes | Metre | 75 | 626.05 | 46,953.75 |
| 64 | 20 mm dia nominal bore | Metre | 75 | 315.35 | 23,651.25 |
| 65 | 25 mm dia nominal bore | Metre | 75 | 417.95 | 31,346.25 |
| 66 | 50 mm dia nominal bore | Metre | 825 | 654.2 | 5,39,715 |
| 67 | 80 mm dia nominal bore | Metre | 930 | 919.1 | 8,54,763 |
| 68 | 25 to 40 mm nominal bore | Each | 15 | 757.1 | 11,356.5 |
| 69 | 50 to 80 mm nominal bore | Each | 3 | 1,513.7 | 4,541.1 |
| 70 | 25 mm nominal bore | Each | 5 | 532.35 | 2,661.75 |
| 71 | Class I | Each | 12 | 4,097.9 | 49,174.8 |
| 72 | Class II | Each | 4 | 4,500.25 | 18,001 |
| 73 | Class I | Each | 8 | 5,980.45 | 47,843.6 |
| 74 | Class II | Each | 4 | 6,661.8 | 26,647.2 |
| 75 | 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 | 60000 | 9.7 | 5,82,000 |
| 76 | 15 mm nominal bore | Each | 15 | 434.2 | 6,513 |
| 77 | 15 mm nominal bore | Each | 15 | 715.05 | 10,725.75 |
| 78 | 15 mm nominal bore | Each | 30 | 594.75 | 17,842.5 |
| 79 | 80 mm dia nominal bore | Each | 2 | 3,266.1 | 6,532.2 |
| 80 | 100 mm dia nominal bore | Each | 2 | 4,995.9 | 9,991.8 |
| 81 | 150 mm dia nominal bore | Each | 2 | 7,357.35 | 14,714.7 |
| 82 | 200 mm dia nominal bore | Each | 2 | 8,080.15 | 16,160.3 |
| 83 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 30 | 516.6 | 15,498 |
| 84 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 6 | 7,510.75 | 45,064.5 |
| 85 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | Sqm | 144 | 2,748.85 | 3,95,834.4 |
| Schedule total | ₹76,85,063.15 | ||||
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