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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹3.3 Cr
EMD Value
₹6.6 L
Closing Date
25 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
Above/Below/Par
ADEN MTD
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 existing staff quarters in MTD-BKN section under ADEN/MTD.
179of2026-27~NWR
179of2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹6.6 L
3 Nov 2026
3 Nov 2026
11 Nov 2026
104 items across 1 schedule · ₹4,68,73,409.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 250 | 177.5 | 44,375 |
| 2 | All kinds of soil. | cum | 250 | 260.3 | 65,075 |
| 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 | 20 | 196 | 3,920 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 10 | 700.5 | 7,005 |
| 5 | All kinds of soil | Sqm | 500 | 34.15 | 17,075 |
| 6 | 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 |
| 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 | 100 | 7,878.5 | 7,87,850 |
| 8 | 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 | 50 | 7,178.75 | 3,58,937.5 |
| 9 | 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 | 50 | 6,812 | 3,40,600 |
| 10 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 70 | 6,518.6 | 4,56,302 |
| 11 | 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 | 9,895.2 | 1,97,904 |
| 12 | 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 | 3 | 9,045.75 | 27,137.25 |
| 13 | 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 | 5 | 10,852.95 | 54,264.75 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 20 | 927.25 | 18,545 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 35 | 736.4 | 25,774 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 50 | 107.85 | 5,392.5 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 100 | 107.85 | 10,785 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 9,105.95 | 1,36,589.25 |
| 19 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 20 | 1,123.8 | 22,476 |
| 20 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). | Sqm | 120 | 711.5 | 85,380 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 7,311.25 | 7,31,125 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 120 | 9,275.45 | 11,13,054 |
| 23 | White sand stone | cum | 2 | 1,07,965.1 | 2,15,930.2 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 550 | 5,413.5 | 29,77,425 |
| 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 | 2500 | 1,267.95 | 31,69,875 |
| 26 | Sal wood | cum | 2 | 1,16,520.3 | 2,33,040.6 |
| 27 | Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked | Sqm | 250 | 1,693 | 4,23,250 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 500 | 2,172.1 | 10,86,050 |
| 29 | Second class teak wood | Sqm | 100 | 4,852.3 | 4,85,230 |
| 30 | 250x16 mm | Each | 1000 | 193.7 | 1,93,700 |
| 31 | 200x10 mm | Each | 500 | 69.4 | 34,700 |
| 32 | 100 mm | Each | 1000 | 32.55 | 32,550 |
| 33 | 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 | 500 | 492.7 | 2,46,350 |
| 34 | 30 mm thick plain PVC door shutters | Sqm | 200 | 3,182.95 | 6,36,590 |
| 35 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm ( +/- 0.2 mm). Both vertical sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness ( +/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in-charge. | Metre | 210 | 763.85 | 1,60,408.5 |
| 36 | Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm ( +/- 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm ( +/- 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in- charge. | Sqm | 50 | 4,362 | 2,18,100 |
| 37 | 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 | 1500 | 133.7 | 2,00,550 |
| 38 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 6000 | 172.6 | 10,35,600 |
| 39 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 70 | 844.7 | 59,129 |
| 40 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 1800 | 614.2 | 11,05,560 |
| 41 | 25 mm thick | Sqm | 1200 | 1,948.25 | 23,37,900 |
| 42 | 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 | 3500 | 1,096.55 | 38,37,925 |
| 43 | Size of Tile 600x600 mm | Sqm | 1000 | 1,553.45 | 15,53,450 |
| 44 | In 75x75 mm deep chase | Metre | 1200 | 305.15 | 3,66,180 |
| 45 | 110 mm diameter | Metre | 350 | 377.4 | 1,32,090 |
| 46 | 110 mm bend | Each | 100 | 150.35 | 15,035 |
| 47 | 110 mm Shoe | Each | 200 | 131.85 | 26,370 |
| 48 | 110 mm | Each | 180 | 371.3 | 66,834 |
| 49 | 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 | 7500 | 518.55 | 38,89,125 |
| 50 | Flush/ Ruled pointing | Sqm | 4500 | 385.4 | 17,34,300 |
| 51 | Flush/ Ruled pointing | Sqm | 2500 | 214.2 | 5,35,500 |
| 52 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1000 | 160.6 | 1,60,600 |
| 53 | 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 | 700 | 170.7 | 1,19,490 |
| 54 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 2300 | 226.25 | 5,20,375 |
| 55 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 12000 | 6.15 | 73,800 |
| 56 | 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 | 12000 | 156.05 | 18,72,600 |
| 57 | Old work (one or more coats) | Sqm | 9000 | 62.7 | 5,64,300 |
| 58 | Two coats | Sqm | 2100 | 137.45 | 2,88,645 |
| 59 | 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 | 15000 | 25.15 | 3,77,250 |
| 60 | One or more coats on old work | Sqm | 1600 | 102.8 | 1,64,480 |
| 61 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 50 | 547.4 | 27,370 |
| 62 | Door chowkhats | Each | 200 | 1,782.55 | 3,56,510 |
| 63 | 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 | 5000 | 0.5 | 2,500 |
| 64 | Orissa pattern W.C Pan of size 580x440 mm | Each | 95 | 4,478.75 | 4,25,481.25 |
| 65 | Dismantling W. C . Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in- Charge. | Each | 95 | 134.1 | 12,739.5 |
| 66 | 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 | 170 | 429.1 | 72,947 |
| 67 | 3 mm thick | Sqm | 1200 | 537.45 | 6,44,940 |
| 68 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 100 | 851.5 | 85,150 |
| 69 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 450 | 1,503.6 | 6,76,620 |
| 70 | In lime mortar | cum | 50 | 1,158.1 | 57,905 |
| 71 | In cement mortar | cum | 60 | 2,458.95 | 1,47,537 |
| 72 | Of area 3 sq. metres and below | Each | 140 | 367.2 | 51,408 |
| 73 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 20 | 266.45 | 5,329 |
| 74 | Thickness up to 40 mm | Sqm | 40 | 289.3 | 11,572 |
| 75 | 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 | 12000 | 54.65 | 6,55,800 |
| 76 | 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 | 600 | 263.95 | 1,58,370 |
| 77 | Cement concrete prepared with batch mixing machine | cum | 80 | 10,529.35 | 8,42,348 |
| 78 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 15 | 7,874.3 | 1,18,114.5 |
| 79 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 150 | 2,301.75 | 3,45,262.5 |
| 80 | 510x1040 mm bowl depth 250 mm | Each | 30 | 6,945.6 | 2,08,368 |
| 81 | Orissa pattern W.C. pan of size 580x440 mm | Each | 60 | 3,169.05 | 1,90,143 |
| 82 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 450 | 1,151.9 | 5,18,355 |
| 83 | Sand cast iron S&S as per IS - 1729 | Each | 150 | 442 | 66,300 |
| 84 | 15 mm nominal dia Pipes | Metre | 1500 | 286.8 | 4,30,200 |
| 85 | 20 mm nominal dia Pipes | Metre | 2400 | 335 | 8,04,000 |
| 86 | 25 mm nominal dia Pipes | Metre | 150 | 401.55 | 60,232.5 |
| 87 | 20 mm nominal dia Pipes | Metre | 300 | 537.6 | 1,61,280 |
| 88 | 25 mm nominal dia Pipes | Metre | 500 | 355.4 | 1,77,700 |
| 89 | 50 mm nominal dia Pipes | Metre | 200 | 794.25 | 1,58,850 |
| 90 | 80 mm nominal dia Pipes | Metre | 150 | 2,166.35 | 3,24,952.5 |
| 91 | 25 to 40 mm nominal bore | Each | 35 | 911.9 | 31,916.5 |
| 92 | 50 to 80 mm nominal bore | Each | 140 | 1,785.35 | 2,49,949 |
| 93 | 15 mm nominal bore | Each | 250 | 353.25 | 88,312.5 |
| 94 | 20 mm nominal bore | Each | 140 | 93.55 | 13,097 |
| 95 | 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 | 65000 | 11 | 7,15,000 |
| 96 | 15 mm nominal bore | Each | 300 | 506.8 | 1,52,040 |
| 97 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 450 | 125.6 | 56,520 |
| 98 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 535 | 196.75 | 1,05,261.25 |
| 99 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 330 | 129.9 | 42,867 |
| 100 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 85 | 218.1 | 18,538.5 |
| 101 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 200 | 257.6 | 51,520 |
| 102 | 250 mm diameter | Metre | 300 | 1,505.6 | 4,51,680 |
| 103 | 250 mm diameter S.W. pipe | Metre | 300 | 1,016.9 | 3,05,070 |
| 104 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 130 | 8,042.3 | 10,45,499 |
| Schedule total | ₹4,68,73,409.05 | ||||
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