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Tender Value
₹6.6 Cr
EMD Value
₹4.8 L
Closing Date
17 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 DNA
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 :- Construction of buildings/quarters work. Note:- Zone works for repair maintenance of service building/residential quarter will not be considered similar work as "Construction of building/quarters work."
20 conditions · 1 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.
Construction of track machine rest houses and improvement of facilities over Existing TMC sidings - 11 Nos. over jodhpur division
172OF2025-26
172OF2025-26
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹4.8 L
17 Mar 2026
15 Feb 2026
103 items across 1 schedule · ₹10,61,47,783.85 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 4103 | 205.45 | 8,42,961.35 |
| 2 | All kinds of soil. | cum | 2623 | 286.85 | 7,52,407.55 |
| 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 | 2920 | 253.95 | 7,41,534 |
| 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 | 11110 | 368.65 | 40,95,701.5 |
| 5 | 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) | cum | 534 | 6,833.4 | 36,49,035.6 |
| 6 | 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 | 2559 | 6,326.05 | 1,61,88,361.95 |
| 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 | 42.5 | 9,375.2 | 3,98,446 |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 1415 | 669.55 | 9,47,413.25 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 220 | 307.95 | 67,749 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1827 | 766.55 | 14,00,486.85 |
| 11 | Shelves (Cast in situ) | Sqm | 350 | 766.55 | 2,68,292.5 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 945 | 608.35 | 5,74,890.75 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 825 | 804.25 | 6,63,506.25 |
| 14 | Under 20 cm wide | Metre | 595 | 181.9 | 1,08,230.5 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 140 | 814.95 | 1,14,093 |
| 16 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1827 | 319.25 | 5,83,269.75 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 21650 | 89.65 | 19,40,922.5 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 35745 | 89.65 | 32,04,539.25 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 166 | 8,683.8 | 14,41,510.8 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 277 | 10,306.2 | 28,54,817.4 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 119 | 688.45 | 81,925.55 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 770 | 8,288.35 | 63,82,029.5 |
| 23 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 350 | 837.85 | 2,93,247.5 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1337 | 6,653.45 | 88,95,662.65 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 22 | 8,275.7 | 1,82,065.4 |
| 26 | 30 mm red sand stone sun-shade (chisel- dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete. | Sqm | 70 | 1,703 | 1,19,210 |
| 27 | Red sand stone | Sqm | 35 | 12,241.7 | 4,28,459.5 |
| 28 | Area of slab upto 0.50 sqm | Sqm | 35 | 4,679.35 | 1,63,777.25 |
| 29 | Area of slab over 0.50 sqm | Sqm | 70 | 4,425.35 | 3,09,774.5 |
| 30 | Granite work | Metre | 195 | 418.85 | 81,675.75 |
| 31 | Metre | 35 | 475.55 | 16,644.25 | |
| 32 | Each | 36 | 808.15 | 29,093.4 | |
| 33 | Granite Stone of approved shade | Sqm | 7 | 3,542.85 | 24,799.95 |
| 34 | 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 | 350 | 1,063.45 | 3,72,207.5 |
| 35 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 154 | 3,086.1 | 4,75,259.4 |
| 36 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 140 | 2,512.35 | 3,51,729 |
| 37 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 154 | 401.4 | 61,815.6 |
| 38 | Second class teak wood | Sqm | 154 | 4,489.45 | 6,91,375.3 |
| 39 | 300x16 mm | Each | 140 | 260.3 | 36,442 |
| 40 | 200x10 mm | Each | 70 | 90.8 | 6,356 |
| 41 | 125 mm | Each | 140 | 60.05 | 8,407 |
| 42 | Single rubber stopper | Each | 70 | 35.5 | 2,485 |
| 43 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 147 | 408.25 | 60,012.75 |
| 44 | 30 mm thick plain PVC door shutters | Sqm | 56 | 2,455.1 | 1,37,485.6 |
| 45 | 1.5 mm thick | Sqm | 308 | 890.55 | 2,74,289.4 |
| 46 | With 2nd class teak wood beading 62X19 mm | Sqm | 175 | 1,404.25 | 2,45,743.75 |
| 47 | 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 | 22000 | 111.95 | 24,62,900 |
| 48 | 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 | 2975 | 175.65 | 5,22,558.75 |
| 49 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 189 | 444.5 | 84,010.5 |
| 50 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 37.8 | 471.25 | 17,813.25 |
| 51 | Hot finished welded type tubes | Kg | 22000 | 154.9 | 34,07,800 |
| 52 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 70 | 185.95 | 13,016.5 |
| 53 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 2915 | 88.5 | 2,57,977.5 |
| 54 | Providing and fixing bolts including nuts and washers complete. | Kg | 3300 | 140.15 | 4,62,495 |
| 55 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 700 | 142.3 | 99,610 |
| 56 | Ordinary cement without any pigment | Sqm | 700 | 1,163.2 | 8,14,240 |
| 57 | Light shade pigment using white cement | Sqm | 22 | 1,233.05 | 27,127.1 |
| 58 | 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 | 350 | 935.6 | 3,27,460 |
| 59 | Size of Tile 600x600 mm | Sqm | 1540 | 1,416.65 | 21,81,641 |
| 60 | In 75x75 mm deep chase | Metre | 525 | 260.2 | 1,36,605 |
| 61 | 100 mm diameter | Each | 70 | 308.45 | 21,591.5 |
| 62 | 110 mm diameter | Metre | 840 | 319.75 | 2,68,590 |
| 63 | 110 mm | Each | 70 | 119.95 | 8,396.5 |
| 64 | 110 mm bend | Each | 70 | 132 | 9,240 |
| 65 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 1100 | 671.55 | 7,38,705 |
| 66 | Ridges plain (500 - 600mm) | Metre | 165 | 450.6 | 74,349 |
| 67 | 1:6 (1 cement: 6 fine sand) | Sqm | 165 | 382.1 | 63,046.5 |
| 68 | 1:6 (1 cement: 6 coarse sand) | Sqm | 10150 | 294.35 | 29,87,652.5 |
| 69 | 1:6 (1 cement: 6 coarse sand) | Sqm | 4060 | 401.35 | 16,29,481 |
| 70 | 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 | 55 | 442.75 | 24,351.25 |
| 71 | 1:3 (1 cement : 3 fine sand) | Sqm | 1260 | 253.05 | 3,18,843 |
| 72 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 11410 | 162.55 | 18,54,695.5 |
| 73 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1750 | 97.6 | 1,70,800 |
| 74 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 3640 | 166.85 | 6,07,334 |
| 75 | Two or more coats on new work | Sqm | 5710 | 131.45 | 7,50,579.5 |
| 76 | Cement concrete prepared with batch mixing machine | cum | 1243 | 9,492.9 | 1,17,99,674.7 |
| 77 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 4950 | 951 | 47,07,450 |
| 78 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 594 | 8,613.55 | 51,16,448.7 |
| 79 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 14 | 5,781.35 | 80,938.9 |
| 80 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 14 | 5,540.55 | 77,567.7 |
| 81 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 14 | 5,268.85 | 73,763.9 |
| 82 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 21 | 1,318.35 | 27,685.35 |
| 83 | 610x460 mm bowl depth 200 mm | Each | 7 | 3,337.85 | 23,364.95 |
| 84 | 40 mm dia | Each | 22 | 101.65 | 2,236.3 |
| 85 | 40 mm dia | Each | 70 | 104.35 | 7,304.5 |
| 86 | 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 | 21 | 1,411.15 | 29,634.15 |
| 87 | 15 mm nominal dia Pipes | Metre | 55 | 441.15 | 24,263.25 |
| 88 | 25 mm nominal dia Pipes | Metre | 420 | 626.05 | 2,62,941 |
| 89 | 25 mm nominal dia Pipes | Metre | 265 | 370.65 | 98,222.25 |
| 90 | 50 mm nominal dia Pipes | Metre | 405 | 811.85 | 3,28,799.25 |
| 91 | 80 mm nominal dia Pipes | Metre | 525 | 1,990.4 | 10,44,960 |
| 92 | 25 to 40 mm nominal bore | Each | 92 | 757.1 | 69,653.2 |
| 93 | 15 mm nominal bore | Each | 22 | 303.85 | 6,684.7 |
| 94 | 25 mm nominal bore | Each | 35 | 532.35 | 18,632.25 |
| 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. | Litre | 19500 | 9.7 | 1,89,150 |
| 96 | 15 mm nominal bore | Each | 105 | 434.2 | 45,591 |
| 97 | 15 mm nominal bore | Each | 14 | 715.05 | 10,010.7 |
| 98 | 15 mm nominal bore | Each | 70 | 594.75 | 41,632.5 |
| 99 | 15mm nominal bore | Each | 70 | 500.35 | 35,024.5 |
| 100 | 150 mm diameter | Metre | 250 | 591.4 | 1,47,850 |
| 101 | 150 mm diameter S.W. pipe | Metre | 140 | 1,095.15 | 1,53,321 |
| 102 | 150 mm diameter S.W. pipe | Metre | 110 | 689.75 | 75,872.5 |
| 103 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 98 | 7,510.75 | 7,36,053.5 |
| Schedule total | ₹10,61,47,783.85 | ||||
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