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Tender Value
₹4.4 Cr
EMD Value
₹3.7 L
Closing Date
25 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
ADEN LINE
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
10 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.
Development of customer facilities at goods shed/CRT of Hanwant Station
177OF2025-26
177OF2025-26
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹3.7 L
25 Mar 2026
2 Mar 2026
11 Mar 2026
93 items across 1 schedule · ₹7,10,11,819.12 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 100 | 205.45 | 20,545 |
| 2 | All kinds of soil. | cum | 10500 | 286.85 | 30,11,925 |
| 3 | 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 | 100 | 253.95 | 25,395 |
| 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 | 1000 | 368.65 | 3,68,650 |
| 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 | 2520 | 7,365.15 | 1,85,60,178 |
| 6 | 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 | 100 | 6,670.25 | 6,67,025 |
| 7 | 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 | 220 | 6,326.05 | 13,91,731 |
| 8 | 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 | 9,375.2 | 9,37,520 |
| 9 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 200 | 669.55 | 1,33,910 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 25 | 307.95 | 7,698.75 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 135 | 766.55 | 1,03,484.25 |
| 12 | Shelves (Cast in situ) | Sqm | 10 | 766.55 | 7,665.5 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 45 | 608.35 | 27,375.75 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1275 | 89.65 | 1,14,303.75 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2600 | 89.65 | 2,33,090 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 10 | 8,683.8 | 86,838 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25 | 10,306.2 | 2,57,655 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1 | 6,658.25 | 6,658.25 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1 | 8,190.9 | 8,190.9 |
| 20 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 8 | 969.65 | 7,757.2 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 102 | 6,653.45 | 6,78,651.9 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 8,275.7 | 1,65,514 |
| 23 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | cum | 185 | 8,974.5 | 16,60,282.5 |
| 24 | Area of slab over 0.50 sqm | Sqm | 25 | 4,425.35 | 1,10,633.75 |
| 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 | 110 | 1,063.45 | 1,16,979.5 |
| 26 | Sal wood | cum | .2 | 1,06,720.85 | 21,344.17 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 1,881.95 | 15,055.6 |
| 28 | With 12 mm mild steel U beading | Sqm | 12 | 812.4 | 9,748.8 |
| 29 | 250x16 mm | Each | 10 | 165.9 | 1,659 |
| 30 | 200x10 mm | Each | 10 | 61.05 | 610.5 |
| 31 | 100 mm | Each | 20 | 28.25 | 565 |
| 32 | 125x63x4 mm | Each | 10 | 116.2 | 1,162 |
| 33 | 100x63x3.2 mm | Each | 4 | 90.4 | 361.6 |
| 34 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 10 | 702.6 | 7,026 |
| 35 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 9 | 3,963.7 | 35,673.3 |
| 36 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 5 | 7,249.9 | 36,249.5 |
| 37 | 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 | 8 | 9,642.6 | 77,140.8 |
| 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 | 1000 | 111.95 | 1,11,950 |
| 39 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 20 | 444.5 | 8,890 |
| 40 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 200 | 612.25 | 1,22,450 |
| 41 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 15 | 545 | 8,175 |
| 42 | 25 mm thick | Sqm | 50 | 1,706.6 | 85,330 |
| 43 | 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 | 25 | 935.6 | 23,390 |
| 44 | Size of Tile 600x600 mm | Sqm | 90 | 1,416.65 | 1,27,498.5 |
| 45 | Size of Tile 600 x 600 mm | Sqm | 20 | 1,311.05 | 26,221 |
| 46 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 38 | 3,908.8 | 1,48,534.4 |
| 47 | 110 mm diameter | Metre | 33 | 319.75 | 10,551.75 |
| 48 | 110x110x110 mm | Each | 7 | 205.45 | 1,438.15 |
| 49 | 110x110x110 mm | Each | 11 | 190.75 | 2,098.25 |
| 50 | 110 mm bend | Each | 5 | 132 | 660 |
| 51 | 110 mm Shoe | Each | 5 | 115.95 | 579.75 |
| 52 | 110 mm | Each | 18 | 309.5 | 5,571 |
| 53 | 1:6 (1 cement: 6 fine sand) | Sqm | 50 | 282 | 14,100 |
| 54 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 440 | 442.75 | 1,94,810 |
| 55 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 440 | 214.3 | 94,292 |
| 56 | Flush/ Ruled pointing | Sqm | 350 | 319.35 | 1,11,772.5 |
| 57 | Two or more coats on new work | Sqm | 440 | 92.75 | 40,810 |
| 58 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 350 | 97.6 | 34,160 |
| 59 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 30 | 55.5 | 1,665 |
| 60 | Two or more coats on new work | Sqm | 30 | 131.45 | 3,943.5 |
| 61 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1000 | 5.05 | 5,050 |
| 62 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 63 | In cement mortar | cum | 5 | 2,027.1 | 10,135.5 |
| 64 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 13000 | 180.5 | 23,46,500 |
| 65 | 63 mm to 45 mm size stone aggregate | cum | 1890 | 1,624.5 | 30,70,305 |
| 66 | 53 mm to 22.4 mm size stone aggregate | cum | 1594 | 1,837.25 | 29,28,576.5 |
| 67 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 3480 | 865.8 | 30,12,984 |
| 68 | 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 | 100 | 7,399.2 | 7,39,920 |
| 69 | Cement concrete prepared with batch mixing machine | cum | 2830 | 9,492.9 | 2,68,64,907 |
| 70 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 1260 | 623.8 | 7,85,988 |
| 71 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 800 | 1,011.2 | 8,08,960 |
| 72 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 5,781.35 | 11,562.7 |
| 73 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3 | 2,040.85 | 6,122.55 |
| 74 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 3 | 1,500.05 | 4,500.15 |
| 75 | Providing and fixing 600x450 mm beveled 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 | 2 | 1,411.15 | 2,822.3 |
| 76 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 2 | 146.3 | 292.6 |
| 77 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 2 | 204.7 | 409.4 |
| 78 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 2 | 600.35 | 1,200.7 |
| 79 | 15 mm nominal dia Pipes | Metre | 50 | 441.15 | 22,057.5 |
| 80 | 25 mm nominal dia Pipes | Metre | 50 | 626.05 | 31,302.5 |
| 81 | 15 mm nominal dia Pipes | Metre | 35 | 221.35 | 7,747.25 |
| 82 | 25 mm nominal dia Pipes | Metre | 60 | 370.65 | 22,239 |
| 83 | 40 mm nominal dia Pipes | Metre | 10 | 559.2 | 5,592 |
| 84 | 50 mm nominal dia Pipes | Metre | 100 | 811.85 | 81,185 |
| 85 | 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 | 1000 | 9.7 | 9,700 |
| 86 | 15 mm nominal bore | Each | 6 | 434.2 | 2,605.2 |
| 87 | 15 mm nominal bore | Each | 5 | 715.05 | 3,575.25 |
| 88 | 15 mm nominal bore | Each | 5 | 594.75 | 2,973.75 |
| 89 | 15mm nominal bore | Each | 2 | 500.35 | 1,000.7 |
| 90 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 433.95 | 43,395 |
| 91 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 531.8 | 53,180 |
| 92 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 10 | 965.1 | 9,651 |
| 93 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 10 | 1,019.8 | 10,198 |
| Schedule total | ₹7,10,11,819.12 | ||||
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