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Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
7 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN W
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.
Similar nature of work : -Any Civil Engineering work which includes building work.
17 conditions · 6 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 theindividual who has signed the tender.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
The quantities shown in above Schedule are approximate and are as a guide to give the tenderer(s) an idea of quantum of work involved. The Railway reserves the right to increase/decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account.
Provision of Gang Tool Room and Rest room in jurisdiction of ADEN/ABR & ADEN/Falna & Construction of OFC Rooms at 11 Stations (SRPJ, BMN, KWI, MXO, SIM, SZA, IQG, JTY, CTT, KRJD, MAA).
116-2026~NWR
116-2026
Open
Works - General
18 Months
Ajmer, Rajasthan
₹0
₹4.5 L
14 Sept 2026
14 Sept 2026
23 Sept 2026
119 items across 6 schedules · ₹3,16,38,010.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 150 | 177.5 | 26,625 |
| 2 | All kinds of soil. | cum | 973.36 | 260.3 | 2,53,365.61 |
| 3 | 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 | 420 | 196 | 82,320 |
| 4 | All kinds of soil | cum | 100 | 126.8 | 12,680 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 44 | 2,123.75 | 93,445 |
| 6 | 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 | 20 | 7,878.5 | 1,57,570 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 96.88 | 7,178.75 | 6,95,477.3 |
| 8 | 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 | 30 | 6,812 | 2,04,360 |
| 9 | 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 | 2 | 9,895.2 | 19,790.4 |
| 10 | Foundations, footings, bases for columns | Sqm | 5 | 392.15 | 1,960.75 |
| 11 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 10 | 842.5 | 8,425 |
| 12 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 79.2 | 495.75 | 39,263.4 |
| 13 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 33 | 18.15 | 598.95 |
| 14 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | Sqm | 79.2 | 146.15 | 11,575.08 |
| 15 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 242 | 749.3 | 1,81,330.6 |
| 16 | cum | 1.5 | 11,505.5 | 17,258.25 | |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 675 | 927.25 | 6,25,893.75 |
| 18 | Shelves (Cast in situ) | Sqm | 10 | 927.25 | 9,272.5 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 650.54 | 736.4 | 4,79,057.66 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 9900 | 107.85 | 10,67,715 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 21500 | 107.85 | 23,18,775 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 75 | 9,504.75 | 7,12,856.25 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 170 | 9,860.4 | 16,76,268 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 49.5 | 733.5 | 36,308.25 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 135.2 | 9,105.95 | 12,31,124.44 |
| 26 | Above plinth level upto floor V level | cum | 107.43 | 9,439.75 | 10,14,112.34 |
| 27 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 200 | 8,752.55 | 17,50,510 |
| 28 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 50 | 1,105.8 | 55,290 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 691.98 | 7,311.25 | 50,59,238.78 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 9,275.45 | 18,55,090 |
| 31 | 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 | 250 | 1,267.95 | 3,16,987.5 |
| 32 | Sal wood | cum | 1 | 1,16,520.3 | 1,16,520.3 |
| 33 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 3,167.95 | 1,26,718 |
| 34 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 44 | 2,172.1 | 95,572.4 |
| 35 | 300x16 mm | Each | 51 | 303.25 | 15,465.75 |
| 36 | 300x10 mm | Each | 40 | 130.1 | 5,204 |
| 37 | 250x10 mm | Each | 22 | 115.15 | 2,533.3 |
| 38 | 125 mm | Each | 62 | 66.25 | 4,107.5 |
| 39 | Single rubber stopper | Each | 40 | 39.6 | 1,584 |
| 40 | Twin rubber stopper | Each | 11 | 72.35 | 795.85 |
| 41 | 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 | 80 | 492.7 | 39,416 |
| 42 | 30 mm thick plain PVC door shutters | Sqm | 35 | 3,182.95 | 1,11,403.25 |
| 43 | Second class teak wood | Sqm | 40 | 4,692.1 | 1,87,684 |
| 44 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 3000 | 133.7 | 4,01,100 |
| 45 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 50 | 5,804.35 | 2,90,217.5 |
| 46 | 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 | 1000 | 131.05 | 1,31,050 |
| 47 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 66 | 611.75 | 40,375.5 |
| 48 | Hot finished welded type tubes | Kg | 2500 | 194.4 | 4,86,000 |
| 49 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1000 | 97.2 | 97,200 |
| 50 | Providing and fixing bolts including nuts and washers complete. | Kg | 1000 | 159.35 | 1,59,350 |
| 51 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1830 | 172.6 | 3,15,858 |
| 52 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 198 | 614.2 | 1,21,611.6 |
| 53 | 25 mm thick | Sqm | 400 | 1,948.25 | 7,79,300 |
| 54 | 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 | 50 | 2,354.7 | 1,17,735 |
| 55 | 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 | 40 | 1,096.55 | 43,862 |
| 56 | Size of Tile 600 x 600 mm | Sqm | 231 | 1,464.85 | 3,38,380.35 |
| 57 | In 75x75 mm deep chase | Metre | 200 | 305.15 | 61,030 |
| 58 | 40 to 50 mm thick | Sqm | 150 | 1,138.2 | 1,70,730 |
| 59 | 110 mm diameter | Metre | 150 | 377.4 | 56,610 |
| 60 | 110 mm | Each | 20 | 136.15 | 2,723 |
| 61 | 110 mm bend | Each | 50 | 150.35 | 7,517.5 |
| 62 | 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 | 200 | 738.65 | 1,47,730 |
| 63 | 1:4 (1 cement: 4 fine sand) | Sqm | 350 | 347.05 | 1,21,467.5 |
| 64 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 450 | 1,35,000 |
| 65 | 1:6 (1 cement: 6 coarse sand) | Sqm | 3000 | 343.65 | 10,30,950 |
| 66 | 1:6 (1 cement: 6 coarse sand) | Sqm | 500 | 466.05 | 2,33,025 |
| 67 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 770 | 262.7 | 2,02,279 |
| 68 | 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 | 770 | 185.65 | 1,42,950.5 |
| 69 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 3500 | 193.7 | 6,77,950 |
| 70 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 100 | 176.25 | 17,625 |
| 71 | Two or more coats on new work | Sqm | 22 | 155.9 | 3,429.8 |
| 72 | Two or more coats on new work | Sqm | 1000 | 146.8 | 1,46,800 |
| 73 | 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 | 3500 | 156.05 | 5,46,175 |
| 74 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 26.01 | 2,434.25 | 63,314.84 |
| 75 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | Sqm | 400 | 883.15 | 3,53,260 |
| 76 | Cement concrete prepared with batch mixing machine | cum | 100 | 10,529.35 | 10,52,935 |
| 77 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 100 | 2,914.3 | 2,91,430 |
| 78 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 79 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 80 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 10 | 12,071.75 | 1,20,717.5 |
| 81 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 10 | 1,513.6 | 15,136 |
| 82 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 10 | 349.15 | 3,491.5 |
| 83 | 40 mm dia | Each | 10 | 119.55 | 1,195.5 |
| 84 | 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 | 10 | 1,607.95 | 16,079.5 |
| 85 | 20 mm nominal dia Pipes | Metre | 200 | 537.6 | 1,07,520 |
| 86 | 25 mm nominal dia Pipes | Metre | 150 | 627.25 | 94,087.5 |
| 87 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 88 | 25 mm dia nominal bore | Metre | 150 | 467.75 | 70,162.5 |
| 89 | 50 mm dia nominal bore | Metre | 50 | 762.15 | 38,107.5 |
| 90 | 25 to 40 mm nominal bore | Each | 10 | 911.9 | 9,119 |
| 91 | 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 | 8000 | 11 | 88,000 |
| 92 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 93 | 15 mm nominal bore | Each | 20 | 798.95 | 15,979 |
| 94 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| 95 | 15mm nominal bore | Each | 30 | 574.3 | 17,229 |
| 96 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 220 | 495.05 | 1,08,911 |
| 97 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 220 | 598.6 | 1,31,692 |
| 98 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 22 | 1,505.25 | 33,115.5 |
| 99 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 30 | 8,042.3 | 2,41,269 |
| Schedule total | ₹3,08,04,647.75 | ||||
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