Loading…
Loading…
Tender Value
₹8.6 Cr
EMD Value
₹17.3 L
Closing Date
23 Jul 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 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 Bridge work under running line.
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.
Replacement of 1x0.1, 1x0.15, 1x0.23 mt. ), ---- pipe bridge by RCC BOX in the jurisdiction of DEN/East of JU Div.28 no.
99of2026-27
99of2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹17.3 L
23 Jul 2026
30 Jun 2026
9 Jul 2026
56 items across 7 schedules · ₹6,96,45,066.09 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 0m to 10m | Metre | 560.00 | 1,300.48 | 7,28,268.8 |
| 2 | 10m to 20m | Metre | 560.00 | 1,343.29 | 7,52,242.4 |
| 3 | Extra for 150mm dia. bore in hard Rock/large Boulder at all levels | Metre | 252.00 | 2,282.52 | 5,75,195.04 |
| 4 | 0m to 10m | Metre | 84.00 | 3,189.64 | 2,67,929.76 |
| 5 | 10m to 20m | Metre | 84.00 | 3,418.43 | 2,87,148.12 |
| 6 | Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720. | Each | 168.00 | 152.52 | 25,623.36 |
| 7 | Taking out 100mm dia. & 450mm long disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720. | Each | 168.00 | 164.57 | 27,647.76 |
| 8 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 84.00 | 852.27 | 71,590.68 |
| 9 | Collection water samples at required intervals | Each | 84.00 | 234.14 | 19,667.76 |
| 10 | Moisture Content/Dry Density | Each | 84.00 | 287.66 | 24,163.44 |
| 11 | Atterberg Limits | Each | 84.00 | 586.02 | 49,225.68 |
| 12 | Specific Gravity | Each | 84.00 | 631.51 | 53,046.84 |
| 13 | Grain size analysis including Hydrometer analysis | Each | 84.00 | 727.84 | 61,138.56 |
| 14 | Direct Shear Test | Each | 84.00 | 2,330.69 | 1,95,777.96 |
| 15 | Natural Density | Each | 84.00 | 674.32 | 56,642.88 |
| 16 | Consolidation Test | Each | 84.00 | 6,886.37 | 5,78,455.08 |
| 17 | Unconfined Compression Test | Each | 84.00 | 2,006.91 | 1,68,580.44 |
| 18 | Tri-axial Test | Each | 84.00 | 2,158.09 | 1,81,279.56 |
| 19 | Density Test | Each | 84.00 | 301.04 | 25,287.36 |
| 20 | Water Absorption & Porosity | Each | 84.00 | 301.04 | 25,287.36 |
| 21 | Hardness | Each | 84.00 | 167.24 | 14,048.16 |
| 22 | Unconfined Compression Test | Each | 84.00 | 2,144.71 | 1,80,155.64 |
| 23 | Point Load Test | Each | 84.00 | 1,150.63 | 96,652.92 |
| 24 | All kinds of soils | cum | 750.00 | 210.9 | 1,58,175 |
| 25 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 680.00 | 2,919.59 | 19,85,321.2 |
| 26 | Wing wall and Return wall | cum | 550.00 | 2,999.09 | 16,49,499.5 |
| 27 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 150.00 | 2,959.34 | 4,43,901 |
| 28 | P r o v id in g and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 750.00 | 3,211.55 | 24,08,662.5 |
| 29 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm | 1900.00 | 178.84 | 3,39,796 |
| 30 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 4800.00 | 715.17 | 34,32,816 |
| 31 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 770.00 | 7,801.51 | 60,07,162.7 |
| 32 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 289000.00 | 107.01 | 3,09,25,890 |
| Schedule total | ₹5,18,16,279.46 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
FinalSTDWorks12.2.20191.pdf
ATTACHMENT
GCC 2022
ATTACHMENT
CorrigendumintenderdocumentJU01052023.pdf
ATTACHMENT
ACSno1to6inGCC2022_compressed.pdf
ATTACHMENT
ACS07to10inGCC2022.pdf
ATTACHMENT
ACS1113032026GCC2022.pdf
ATTACHMENT
ClarificationregardingsubmissionofAnnexure-VofGCC.pdf
ATTACHMENT
Seekingclarificationonapplicability
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.221.pdf
ATTACHMENT
SeekingclarificationonapplicabilityofGCCCorrectionSlipNo1024-06-20258.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .