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Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
13 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
ADEN SMR
14 conditions · 2 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 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)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 Contractor 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 fulfillment 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 work 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.
Defination of Similar Work :- Any Civil Engineering work
20 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.
General Conditions of the Contract (GCC), 2022 is applicable to this contract.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
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.
Improvement to various service buildings from DUK to BLDI in the section of ADEN/SMR of Jodhpur Division
190of2025-26~NWR
190of2025-26
Open
Works - General
10 Months
Jodhpur, Rajasthan
₹0
₹3.8 L
13 Apr 2026
20 Mar 2026
30 Mar 2026
81 items across 1 schedule · ₹1,80,73,756.16 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 250 | 260.3 | 65,075 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 150 | 196 | 29,400 |
| 3 | 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 | 100 | 6,812 | 6,81,200 |
| 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 | 50 | 9,895.2 | 4,94,760 |
| 5 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 150 | 927.25 | 1,39,087.5 |
| 6 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 100 | 736.4 | 73,640 |
| 7 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 1000 | — | 107.85 | 1,07,850 |
| 8 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 2500 | — | 107.85 | 2,69,625 |
| 9 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 30 | 9,504.75 | 2,85,142.5 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,860.4 | 4,93,020 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 7,311.25 | 7,31,125 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 9,275.45 | 6,95,658.75 |
| 13 | Area of slab upto 0.50 sqm | Sqm | 100 | 5,413.5 | 5,41,350 |
| 14 | Area of slab over 0.50 sqm | Sqm | 50 | 5,136.3 | 2,56,815 |
| 15 | Second class teak wood | cum | 2 | 1,42,949.7 | 2,85,899.4 |
| 16 | 35 mm thick shutters | Sqm | 65 | 4,111.95 | 2,67,276.75 |
| 17 | Second class teak wood | Sqm | 35 | 4,326.8 | 1,51,438 |
| 18 | 100x58x1.90 mm | Each | 100 | 45 | 4,500 |
| 19 | 50x37x1.50 mm | Each | 75 | 18.85 | 1,413.75 |
| 20 | 250x16 mm | Each | 55 | 260.6 | 14,333 |
| 21 | 150x10 mm | Each | 55 | 82.55 | 4,540.25 |
| 22 | 125 mm | Each | 50 | 66.25 | 3,312.5 |
| 23 | 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 | 50 | 492.7 | 24,635 |
| 24 | 30 mm thick plain PVC door shutters | Sqm | 20 | 3,182.95 | 63,659 |
| 25 | 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 5000 | — | 133.7 | 6,68,500 |
| 26 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg 3500 | — | 172.6 | 6,04,100 |
| 27 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 500 | 614.2 | 3,07,100 |
| 28 | 25 mm thick | Sqm | 250 | 1,948.25 | 4,87,062.5 |
| 29 | 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 | 20 | 2,354.7 | 47,094 |
| 30 | 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 | 250 | 1,096.55 | 2,74,137.5 |
| 31 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 500 | 1,112.7 | 5,56,350 |
| 32 | Size of Tile 600x600 mm | Sqm 1000 | — | 1,553.45 | 15,53,450 |
| 33 | In 75x75 mm deep chase | Metre 1000 | — | 305.15 | 3,05,150 |
| 34 | 110 mm diameter | Metre | 150 | 377.4 | 56,610 |
| 35 | 110 mm | Each | 65 | 136.15 | 8,849.75 |
| 36 | 110x110x110 mm | Each | 50 | 221.35 | 11,067.5 |
| 37 | 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 | 500 | 738.65 | 3,69,325 |
| 38 | Ridges plain (500 - 600mm) | Metre | 100 | 532.35 | 53,235 |
| 39 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm 1500 | — | 518.55 | 7,77,825 |
| 40 | Moulded Band | cm per 4000 metre | — | 21.4 | 85,600 |
| 41 | Flush/ Ruled pointing | Sqm 1000 | — | 385.4 | 3,85,400 |
| 42 | Flush/ Ruled pointing | Sqm | 500 | 214.2 | 1,07,100 |
| 43 | 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 10000 | — | 185.65 | 18,56,500 |
| 44 | Lettering with black Japan paint of approved brand and manufacture | per 24999.27 letter per cm height | — | 6.15 | 1,53,745.51 |
| 45 | Old work (one or more coats) | Sqm 2000 | — | 62.7 | 1,25,400 |
| 46 | One coat | Sqm 3500 | — | 92 | 3,22,000 |
| 47 | 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 1500 | — | 25.15 | 37,725 |
| 48 | One or more coats on old work | Sqm 1200 | — | 102.8 | 1,23,360 |
| 49 | 3 mm thick | Sqm 1500 | — | 560.95 | 8,41,425 |
| 50 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 20 | 2,434.25 | 48,685 |
| 51 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 50 | 1,503.6 | 75,180 |
| 52 | In cement mortar | cum | 50 | 2,458.95 | 1,22,947.5 |
| 53 | Of area 3 sq. metres and below | Each | 50 | 367.2 | 18,360 |
| 54 | 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 | 20 | 2,664.65 | 53,293 |
| 55 | 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 8000 | — | 54.65 | 4,37,200 |
| 56 | 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 | 500 | 263.95 | 1,31,975 |
| 57 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 50 | 7,993.8 | 3,99,690 |
| 58 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 200 | 1,091.5 | 2,18,300 |
| 59 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 60 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 61 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 10 | 1,550.6 | 15,506 |
| 62 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 63 | 32 mm dia | Each | 10 | 103.9 | 1,039 |
| 64 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 10 | 115.3 | 1,153 |
| 65 | 20 mm nominal dia Pipes | Metre | 100 | 335 | 33,500 |
| 66 | 20 mm nominal dia Pipes | Metre | 100 | 537.6 | 53,760 |
| 67 | 20 mm nominal dia Pipes | Metre | 100 | 274.3 | 27,430 |
| 68 | 25 mm nominal dia Pipes | Metre | 100 | 355.4 | 35,540 |
| 69 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 70 | 25 to 40 mm nominal bore | Each | 10 | 911.9 | 9,119 |
| 71 | 50 to 80 mm nominal bore | Each | 5 | 1,785.35 | 8,926.75 |
| 72 | 20 mm nominal bore | Each | 10 | 462.5 | 4,625 |
| 73 | 25 mm nominal bore | Each | 10 | 464.05 | 4,640.5 |
| 74 | 20 mm nominal bore | Each | 10 | 93.55 | 935.5 |
| 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. | Per 5000 Litre | — | 11 | 55,000 |
| 76 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 20 | 161.2 | 3,224 |
| 77 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 10 | 129.9 | 1,299 |
| 78 | 100 mm nominal dia | Each | 10 | 37.6 | 376 |
| 79 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 10 | 257.6 | 2,576 |
| 80 | 20 mm nominal bore, weighing not less than 40 gms | Each | 5 | 93.45 | 467.25 |
| 81 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 40 | 8,042.3 | 3,21,692 |
| Schedule total | ₹1,80,73,756.16 | ||||
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