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Tender Value
₹5.7 Cr
EMD Value
₹11.4 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.
Special repairs to staff quarters From DUK to BLDI (Ex) in the section of SSE/W/SMR under ADEN/SMR of Jodhpur Division.
189of2025-26~NWR
189of2025-26
Open
Works - General
10 Months
Jodhpur, Rajasthan
₹0
₹11.4 L
13 Apr 2026
20 Mar 2026
30 Mar 2026
109 items across 1 schedule · ₹5,32,39,470.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 500 | 260.3 | 1,30,150 |
| 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 | 200 | 196 | 39,200 |
| 3 | All kinds of soil | Sqm | 4500 | 34.15 | 1,53,675 |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 5000 | 17.6 | 88,000 |
| 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 | 275 | 6,812 | 18,73,300 |
| 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 | 25 | 9,895.2 | 2,47,380 |
| 7 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 150 | 842.5 | 1,26,375 |
| 8 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 50 | 9,212.6 | 4,60,630 |
| 9 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 75 | 9,568.25 | 7,17,618.75 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 392.15 | 78,430 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 250 | 927.25 | 2,31,812.5 |
| 12 | 40 mm thick | Sqm | 150 | 1,706.55 | 2,55,982.5 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 2400 | 107.85 | 2,58,840 |
| 14 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 6000 | 107.85 | 6,47,100 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 30 | 9,504.75 | 2,85,142.5 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 65 | 9,860.4 | 6,40,926 |
| 17 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 70 | 733.5 | 51,345 |
| 18 | Sqm | 500 | 865.65 | 4,32,825 | |
| 19 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 75 | 8,333.65 | 6,25,023.75 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 7,311.25 | 10,96,687.5 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 175 | 9,275.45 | 16,23,203.75 |
| 22 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | cum | 125 | 10,128.1 | 12,66,012.5 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 200 | 5,413.5 | 10,82,700 |
| 24 | Area of slab over 0.50 sqm | Sqm | 150 | 5,136.3 | 7,70,445 |
| 25 | 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 | 800 | 1,267.95 | 10,14,360 |
| 26 | Second class teak wood | cum | 15 | 1,42,949.7 | 21,44,245.5 |
| 27 | 35 mm thick shutters | Sqm | 250 | 4,111.95 | 10,27,987.5 |
| 28 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 100 | 2,093.7 | 2,09,370 |
| 29 | Second class teak wood | Sqm | 150 | 4,852.3 | 7,27,845 |
| 30 | With 12 mm mild steel U beading | Sqm | 100 | 939.2 | 93,920 |
| 31 | 100x58x1.90 mm | Each | 250 | 45 | 11,250 |
| 32 | 50x37x1.50 mm | Each | 150 | 18.85 | 2,827.5 |
| 33 | 250x16 mm | Each | 125 | 260.6 | 32,575 |
| 34 | 150x10 mm | Each | 200 | 82.55 | 16,510 |
| 35 | 125 mm | Each | 400 | 66.25 | 26,500 |
| 36 | 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 | 200 | 492.7 | 98,540 |
| 37 | 30 mm thick plain PVC door shutters | Sqm | 250 | 3,182.95 | 7,95,737.5 |
| 38 | 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 | 15000 | 133.7 | 20,05,500 |
| 39 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 700 | 844.7 | 5,91,290 |
| 40 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 900 | 614.2 | 5,52,780 |
| 41 | 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 | 1000 | 1,096.55 | 10,96,550 |
| 42 | 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 | 600 | 1,112.7 | 6,67,620 |
| 43 | In 75x75 mm deep chase | Metre | 2500 | 305.15 | 7,62,875 |
| 44 | 110 mm diameter | Metre | 300 | 377.4 | 1,13,220 |
| 45 | 110 mm | Each | 100 | 136.15 | 13,615 |
| 46 | 110x110x110 mm | Each | 125 | 221.35 | 27,668.75 |
| 47 | 110 mm bend | Each | 100 | 150.35 | 15,035 |
| 48 | 110 mm Shoe | Each | 75 | 131.85 | 9,888.75 |
| 49 | 110 mm | Each | 300 | 371.3 | 1,11,390 |
| 50 | 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 | 12000 | 518.55 | 62,22,600 |
| 51 | Moulded Band | cm per metre | 20000 | 21.4 | 4,28,000 |
| 52 | Flush/ Ruled pointing | Sqm | 7500 | 385.4 | 28,90,500 |
| 53 | Flush/ Ruled pointing | Sqm | 4500 | 214.2 | 9,63,900 |
| 54 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 500 | 170.7 | 85,350 |
| 55 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 500 | 74.65 | 37,325 |
| 56 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 50000 | 6.15 | 3,07,500 |
| 57 | 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 | 2500 | 156.05 | 3,90,125 |
| 58 | Old work (one or more coats) | Sqm | 12500 | 62.7 | 7,83,750 |
| 59 | One coat | Sqm | 12000 | 92 | 11,04,000 |
| 60 | Old work (two or more coats) | Sqm | 10000 | 22.85 | 2,28,500 |
| 61 | 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 | 20000 | 25.15 | 5,03,000 |
| 62 | One or more coats on old work | Sqm | 8000 | 102.8 | 8,22,400 |
| 63 | Re-lettering with black Japan paint of approved brand and manufacture. | per letter per cm height | 50000 | 3.85 | 1,92,500 |
| 64 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | Sqm | 2000 | 131.3 | 2,62,600 |
| 65 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 1000 | 547.4 | 5,47,400 |
| 66 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 100 | 1,090.65 | 1,09,065 |
| 67 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 10000 | 0.5 | 5,000 |
| 68 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. | Each | 500 | 108.3 | 54,150 |
| 69 | Orissa pattern W.C Pan of size 580x440 mm | Each | 125 | 4,478.75 | 5,59,843.75 |
| 70 | 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 | 100 | 429.1 | 42,910 |
| 71 | 3 mm thick | Sqm | 8000 | 537.45 | 42,99,600 |
| 72 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 350 | 2,434.25 | 8,51,987.5 |
| 73 | 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 | 13500 | 54.65 | 7,37,775 |
| 74 | 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 | 150 | 263.95 | 39,592.5 |
| 75 | Cement concrete prepared with batch mixing machine | cum | 145 | 10,529.35 | 15,26,755.75 |
| 76 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 77 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 78 | 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 | 95 | 1,550.6 | 1,47,307 |
| 79 | 610x460 mm bowl depth 200 mm | Each | 85 | 3,873.8 | 3,29,273 |
| 80 | 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 | 20 | 349.15 | 6,983 |
| 81 | 10 litre capacity - White | Each | 25 | 1,190.65 | 29,766.25 |
| 82 | White solid plastic seat with lid | Each | 10 | 684.85 | 6,848.5 |
| 83 | Flat back wash basin of size 550x400 mm | Each | 25 | 992.6 | 24,815 |
| 84 | 32 mm dia | Each | 100 | 103.9 | 10,390 |
| 85 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 100 | 1,151.9 | 1,15,190 |
| 86 | For 100 mm dia pipe | Each | 100 | 362.85 | 36,285 |
| 87 | Sand cast iron S&S as per IS - 1729 | Each | 30 | 598.5 | 17,955 |
| 88 | Sand cast iron S&S as per IS - 1729 | Each | 25 | 470.45 | 11,761.25 |
| 89 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 25 | 115.3 | 2,882.5 |
| 90 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 100 | 673.4 | 67,340 |
| 91 | 20 mm nominal dia Pipes | Metre | 175 | 335 | 58,625 |
| 92 | 20 mm nominal dia Pipes | Metre | 225 | 537.6 | 1,20,960 |
| 93 | 20 mm nominal dia Pipes | Metre | 200 | 274.3 | 54,860 |
| 94 | 25 mm nominal dia Pipes | Metre | 300 | 355.4 | 1,06,620 |
| 95 | 50 mm nominal dia Pipes | Metre | 700 | 794.25 | 5,55,975 |
| 96 | 25 to 40 mm nominal bore | Each | 50 | 911.9 | 45,595 |
| 97 | 50 to 80 mm nominal bore | Each | 20 | 1,785.35 | 35,707 |
| 98 | 20 mm nominal bore | Each | 125 | 462.5 | 57,812.5 |
| 99 | 25 mm nominal bore | Each | 50 | 464.05 | 23,202.5 |
| 100 | 20 mm nominal bore | Each | 15 | 93.55 | 1,403.25 |
| 101 | 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 | 60000 | 11 | 6,60,000 |
| 102 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 250 | 161.2 | 40,300 |
| 103 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 125 | 129.9 | 16,237.5 |
| 104 | 100 mm nominal dia | Each | 55 | 37.6 | 2,068 |
| 105 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 100 | 257.6 | 25,760 |
| 106 | 20 mm nominal bore, weighing not less than 40 gms | Each | 25 | 93.45 | 2,336.25 |
| 107 | 150 mm diameter | Metre | 175 | 695.8 | 1,21,765 |
| 108 | 150 mm diameter S.W. pipe | Metre | 250 | 743.1 | 1,85,775 |
| 109 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 100 | 8,042.3 | 8,04,230 |
| Schedule total | ₹5,32,39,470.5 | ||||
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