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Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
28 Aug 2026, 3:00 pmDue today
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
6 days
Expenditure
Capital (Works)
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 :- 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 · 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.
Provision of Tool cum Resting facilities for Gangs in the section of ADEN/MTD (NGO, NOK & DNA) and other related Ancillary works.
129of2026-27~NWR
129of2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹4.8 L
4 Aug 2026
4 Aug 2026
14 Aug 2026
60 items across 1 schedule · ₹3,43,26,750.38 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 1050 | 260.3 | 2,73,315 |
| 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 | 300 | 196 | 58,800 |
| 3 | 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 | 525 | 700.5 | 3,67,762.5 |
| 4 | 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 | 180 | 7,178.75 | 12,92,175 |
| 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 | 120 | 6,812 | 8,17,440 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 150 | 392.15 | 58,822.5 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1050 | 927.25 | 9,73,612.5 |
| 8 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 225 | 736.4 | 1,65,690 |
| 9 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 11.25 | 10,585.9 | 1,19,091.38 |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 6450 | 107.85 | 6,95,632.5 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 28050 | 107.85 | 30,25,192.5 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 60 | 9,504.75 | 5,70,285 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 225 | 9,860.4 | 22,18,590 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 9,105.95 | 1,36,589.25 |
| 15 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 75 | 905.05 | 67,878.75 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 600 | 7,311.25 | 43,86,750 |
| 17 | Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 825 | 10,741.6 | 88,61,820 |
| 18 | Square or rectangular pillars | cum | 15 | 1,060.5 | 15,907.5 |
| 19 | 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 | 17850 | 133.7 | 23,86,545 |
| 20 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 45 | 220.65 | 9,929.25 |
| 21 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 75 | 614.2 | 46,065 |
| 22 | Ordinary cement without any pigment | Sqm | 150 | 1,056.35 | 1,58,452.5 |
| 23 | 25 mm thick | Sqm | 975 | 1,948.25 | 18,99,543.75 |
| 24 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 45 | 2,354.7 | 1,05,961.5 |
| 25 | 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 | 75 | 1,096.55 | 82,241.25 |
| 26 | 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 | 120 | 1,112.7 | 1,33,524 |
| 27 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 30 | 4,481.3 | 1,34,439 |
| 28 | 110 mm diameter | Metre | 120 | 377.4 | 45,288 |
| 29 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 30 | 110 mm Shoe | Each | 30 | 131.85 | 3,955.5 |
| 31 | 110 mm | Each | 90 | 371.3 | 33,417 |
| 32 | 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 | 2400 | 518.55 | 12,44,520 |
| 33 | 1:3 (1 cement : 3 fine sand) | Sqm | 900 | 300.45 | 2,70,405 |
| 34 | Neat cement punning. | Sqm | 225 | 79.95 | 17,988.75 |
| 35 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2400 | 262.7 | 6,30,480 |
| 36 | Flush/ Ruled pointing | Sqm | 1200 | 385.4 | 4,62,480 |
| 37 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 2400 | 185.65 | 4,45,560 |
| 38 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 11400 | 6.15 | 70,110 |
| 39 | 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 | 75 | 7,993.8 | 5,99,535 |
| 40 | 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 | 300 | 972 | 2,91,600 |
| 41 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 42 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 15 | 6,258.75 | 93,881.25 |
| 43 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 15 | 2,301.75 | 34,526.25 |
| 44 | 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 | 15 | 349.15 | 5,237.25 |
| 45 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 15 | 53.25 | 798.75 |
| 46 | Providing and fixing 600x450 mm bevelled 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 | 15 | 1,607.95 | 24,119.25 |
| 47 | 15 mm nominal dia Pipes | Metre | 300 | 286.8 | 86,040 |
| 48 | 25 mm nominal dia Pipes | Metre | 150 | 401.55 | 60,232.5 |
| 49 | 25 mm nominal dia Pipes | Metre | 225 | 355.4 | 79,965 |
| 50 | 50 mm nominal dia Pipes | Metre | 300 | 794.25 | 2,38,275 |
| 51 | 25 mm nominal bore | Each | 15 | 622.4 | 9,336 |
| 52 | 50 mm nominal bore | Each | 15 | 1,026.65 | 15,399.75 |
| 53 | 15 mm nominal bore | Each | 15 | 318.35 | 4,775.25 |
| 54 | 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 | 5250 | 11 | 57,750 |
| 55 | 15 mm nominal bore | Each | 30 | 798.95 | 23,968.5 |
| 56 | 15 mm nominal bore | Each | 30 | 670.45 | 20,113.5 |
| 57 | 15mm nominal bore | Each | 15 | 574.3 | 8,614.5 |
| 58 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 15 | 182.1 | 2,731.5 |
| 59 | 150 mm diameter | Metre | 150 | 695.8 | 1,04,370 |
| 60 | 150 mm diameter S.W. pipe | Metre | 150 | 1,179.85 | 1,76,977.5 |
| Schedule total | ₹3,43,26,750.38 | ||||
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nit.pdf
NIT
FinalSTDWorks12.2.20191.pdf
ATTACHMENT
GCC 2022
ATTACHMENT
CorrigendumintenderdocumentJU01052023.pdf
ATTACHMENT
Acs01to06GCC2022.pdf
ATTACHMENT
ACS07to10inGCC2022.pdf
ATTACHMENT
ClarificationregardingsubmissionofAnnexure-VofGCC.pdf
ATTACHMENT
ACS1113032026GCC20221_compressed.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.221.pdf
ATTACHMENT
SeekingclarificationonapplicabilityofGCCCorrectionSlipNo1024-06-2025.pdf
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