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Tender Value
₹3.4 Cr
EMD Value
₹3.2 L
Closing Date
12 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."
10 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 new 12 unit Type -II ( DIA -4Nos, LAU- 04Nos , SUJH-4Nos,)& 4 unit Type - IV ( DIA -2Nos, LAU- 02Nos ,) staff qtrs at various station under ADEN/DNA
167of2025-26
167of2025-26
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹3.2 L
12 Mar 2026
15 Feb 2026
86 items across 1 schedule · ₹5,52,95,373.42 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 800 | 205.45 | 1,64,360 |
| 2 | All kinds of soil. | cum | 1840 | 286.85 | 5,27,804 |
| 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 | 1140 | 253.95 | 2,89,503 |
| 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 | 560 | 368.65 | 2,06,444 |
| 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 | 612 | 6,326.05 | 38,71,542.6 |
| 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 | 16 | 9,375.2 | 1,50,003.2 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 680 | 307.95 | 2,09,406 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2252 | 766.55 | 17,26,270.6 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1140 | 608.35 | 6,93,519 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1160 | 804.25 | 9,32,930 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 24240 | 89.65 | 21,73,116 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 49980 | 89.65 | 44,80,707 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 236 | 8,683.8 | 20,49,376.8 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 312 | 10,306.2 | 32,15,534.4 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 260 | 6,658.25 | 17,31,145 |
| 16 | With F.P.S.(non modular) bricks | cum | 340 | 8,030.6 | 27,30,404 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1024 | 6,653.45 | 68,13,132.8 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1156 | 8,275.7 | 95,66,709.2 |
| 19 | Sal wood | cum | 5.2 | 1,06,720.85 | 5,54,948.42 |
| 20 | 30 mm thick shutters | Sqm | 60 | 3,360.7 | 2,01,642 |
| 21 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 160 | 2,512.35 | 4,01,976 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 264 | 1,881.95 | 4,96,834.8 |
| 23 | Second class teak wood | Sqm | 60 | 4,342.3 | 2,60,538 |
| 24 | With 2nd class teak wood beading 62X19 mm | Sqm | 172 | 1,164.9 | 2,00,362.8 |
| 25 | 100x58x1.90 mm | Each | 240 | 39.05 | 9,372 |
| 26 | 75x47x1.70 mm | Each | 184 | 32.75 | 6,026 |
| 27 | 250x16 mm | Each | 232 | 165.9 | 38,488.8 |
| 28 | 200x10 mm | Each | 160 | 61.05 | 9,768 |
| 29 | 100x10 mm | Each | 96 | 39.1 | 3,753.6 |
| 30 | 100 mm | Each | 320 | 28.25 | 9,040 |
| 31 | 75 mm | Each | 96 | 24.25 | 2,328 |
| 32 | 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 | 7800 | 111.95 | 8,73,210 |
| 33 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 28 | 2,718.9 | 76,129.2 |
| 34 | Providing and fixing ball bearing for rolling shutters. | Each | 8 | 424.2 | 3,393.6 |
| 35 | 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 | 164 | 175.65 | 28,806.6 |
| 36 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 504 | 444.5 | 2,24,028 |
| 37 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 380 | 545 | 2,07,100 |
| 38 | 25 mm thick | Sqm | 200 | 1,706.6 | 3,41,320 |
| 39 | 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 | 112 | 935.6 | 1,04,787.2 |
| 40 | 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 | 160 | 938.5 | 1,50,160 |
| 41 | Size of Tile 600x600 mm | Sqm | 740 | 1,416.65 | 10,48,321 |
| 42 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 136 | 3,908.8 | 5,31,596.8 |
| 43 | 110 mm diameter | Metre | 224 | 319.75 | 71,624 |
| 44 | 110 mm bend | Each | 64 | 132 | 8,448 |
| 45 | 110 mm Shoe | Each | 64 | 115.95 | 7,420.8 |
| 46 | 110 mm | Each | 128 | 309.5 | 39,616 |
| 47 | 1:6 (1 cement: 6 fine sand) | Sqm | 1220 | 282 | 3,44,040 |
| 48 | 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 | 3940 | 442.75 | 17,44,435 |
| 49 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 48 | 461.85 | 22,168.8 |
| 50 | Neat cement punning. | Sqm | 160 | 67.8 | 10,848 |
| 51 | Flush/ Ruled pointing | Sqm | 2360 | 319.35 | 7,53,666 |
| 52 | Raised and cut pointing | Sqm | 520 | 580.25 | 3,01,730 |
| 53 | New work (three or more coats) | Sqm | 1600 | 32.45 | 51,920 |
| 54 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 4900 | 162.55 | 7,96,495 |
| 55 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2800 | 97.6 | 2,73,280 |
| 56 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 880 | 144.9 | 1,27,512 |
| 57 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 640 | 61.45 | 39,328 |
| 58 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 120 | 55.5 | 6,660 |
| 59 | Two or more coats on new work | Sqm | 120 | 131.45 | 15,774 |
| 60 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1600 | 5.05 | 8,080 |
| 61 | 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 | 1300 | 123.85 | 1,61,005 |
| 62 | 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 | 180 | 7,399.2 | 13,31,856 |
| 63 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 16 | 5,781.35 | 92,501.6 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 16 | 5,540.55 | 88,648.8 |
| 65 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,040.85 | 40,817 |
| 66 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 16 | 3,302.95 | 52,847.2 |
| 67 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 128 | 1,018.05 | 1,30,310.4 |
| 68 | Sand cast iron S&S as per IS - 1729 | Each | 36 | 530.7 | 19,105.2 |
| 69 | Sand cast iron S&S as per iron 1729 | Each | 28 | 620.35 | 17,369.8 |
| 70 | Sand cast iron S&S as per IS - 1729 | Each | 32 | 392.9 | 12,572.8 |
| 71 | 15 mm nominal dia Pipes | Metre | 380 | 441.15 | 1,67,637 |
| 72 | 25 mm nominal dia Pipes | Metre | 248 | 626.05 | 1,55,260.4 |
| 73 | 15 mm nominal dia Pipes | Metre | 320 | 221.35 | 70,832 |
| 74 | 25 mm nominal dia Pipes | Metre | 520 | 370.65 | 1,92,738 |
| 75 | 50 to 80 mm nominal bore | Each | 4 | 1,513.7 | 6,054.8 |
| 76 | 15 mm nominal bore | Each | 64 | 303.85 | 19,446.4 |
| 77 | 15 mm nominal bore | Each | 48 | 303.85 | 14,584.8 |
| 78 | 25 mm nominal bore | Each | 20 | 532.35 | 10,647 |
| 79 | 100 mm diameter | Each | 8 | 166.35 | 1,330.8 |
| 80 | 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 | 20000 | 9.7 | 1,94,000 |
| 81 | 15 mm nominal bore | Each | 28 | 715.05 | 20,021.4 |
| 82 | 15 mm nominal bore | Each | 8 | 594.75 | 4,758 |
| 83 | 100 mm diameter | Metre | 260 | 375.75 | 97,695 |
| 84 | 250 mm diameter | Metre | 80 | 1,293.9 | 1,03,512 |
| 85 | 100 mm diameter S.W. pipe | Metre | 260 | 895.5 | 2,32,830 |
| 86 | 250 mm diameter S.W. pipe | Metre | 80 | 1,476.35 | 1,18,108 |
| Schedule total | ₹5,52,95,373.42 | ||||
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