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Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
5 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ADEN LUNI
13 conditions · 1 needing a document upload
(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.
I/we the tenderer (s) am/are signing this document after carefully reading the contents.
I/We the tenderer(s) also accept all the conditions of the tender and have signed all the pages in confirmation thereof.
I/we hereby declare that I/we have downloaded the tender documents from Indian Railway website www.ireps.gov.in . I/we have verified the content of the document from the website and there is no addition, no deletion or no alteration to the content of the tender document. In case of any discrepancy noticed at any stage i.e. evaluation of tenders, execution of work or final payment of the contract, the master copy available with the railway Administration shall be final and binding upon me/us.
I/we declare and certify that I/we have not made any misleading or false representation in the forms, statements and attachments in proof of the qualification requirements.
I/We also understand that my/our offer will be evaluated based on the documents/credentials submitted along with the offer and same shall be binding upon me/us.
I/We declare that the information and documents submitted along with the tender by me/us are correct and I/we are fully responsible for the correctness of the information and documents, submitted by us.
I/we certify that I/we the tenderer(s) is/are not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of submission of bids, either in individual capacity or as a HUF/ member of the partnership firm/LLP/JV/Society/Trust.
I/we understand that if the contents of the certificate submitted by us are found to be forged/false at any time during process for evaluation of tenders, it shall lead to forfeiture of the Bid Security and may also lead to any other action provided in the contract including banning of business for a period of upto two year. Further, I/we and all my/our constituents understand that my/our offer shall be summarily rejected.
I/we also understand that if the contents of the certificate submitted by us are found to be false/forged at any time after the award of the contract, it will lead to termination of the contract, along with forfeiture of Bid Security/Security Deposit and Performance guarantee and may also lead to any other action provided in the contract including banning of business for a period of upto two year.
I/We have read the clause regarding restriction on procurement from a bidder of a country which shares a land border with India and certify that I am/We are not from such a country or, if from such a country, have been registered with the competent Authority. I/We hereby certify that I/we fulfil all the requirements in this regard and am/are eligible to be considered (evidence of valid registration by the competent authority is enclosed)
20 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.
Construction of 6 Nos RCC box bridges at Km 696/7-8, 699/0-1,704/7-8, 708/9- 709/0, 715/5-6, 722/5-6 along with Drainage Improvement work and Protection work such as protection wall, Stone Pitching and other protection work at breaches locations in PMY-MJ section
110of2026-27
110of2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹9.8 L
5 Aug 2026
14 Jul 2026
22 Jul 2026
66 items across 2 schedules · ₹4,71,57,055.58 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum | 7700.00 | 215.53 | 16,59,581 |
| 2 | In all conditions and classifications of except rock | soil cum | 480.00 | 107.39 | 51,547.2 |
| 3 | Manufacturing and supply of blanketing material by wet mixing of different types naturally available suitable soil including additional blending with naturally available or manufactured material as required achieve specified gradation, in designed proportion in Pug mill or wet mix plant have uniform gradation as per RDSO Specification No. RDSO/2020/GE: IRS-0004 w i t h latest correction slips including incidental transportation and stacking at in Stacks. Note: Measurement shall be done in as per Stack measurement. | cum of to to all site | 1080.00 | 540.36 | 5,83,588.8 |
| 4 | 0m to 10m | Metre | 20.00 | 1,300.48 | 26,009.6 |
| 5 | Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore holes, including provision of air tight containers packing and, labeling incl. transporting samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720. | Each for the | 12.00 | 152.52 | 1,830.24 |
| 6 | Conducting standard penetration test as IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | per Each | 12.00 | 852.27 | 10,227.24 |
| 7 | Collection of water samples at required intervals | Each | 12.00 | 234.14 | 2,809.68 |
| 8 | Moisture Content/Dry Density | Each | 12.00 | 287.66 | 3,451.92 |
| 9 | Atterberg Limits | Each | 12.00 | 586.02 | 7,032.24 |
| 10 | Specific Gravity | Each | 12.00 | 631.51 | 7,578.12 |
| 11 | Grain size analysis including Hydrometer analysis | Each | 12.00 | 727.84 | 8,734.08 |
| 12 | Direct Shear Test | Each | 12.00 | 2,330.69 | 27,968.28 |
| 13 | Natural Density | Each | 12.00 | 674.32 | 8,091.84 |
| 14 | Consolidation Test | Each | 12.00 | 6,886.37 | 82,636.44 |
| 15 | Unconfined Compression Test | Each | 12.00 | 2,006.91 | 24,082.92 |
| 16 | Tri-axial Test | Each | 12.00 | 2,158.09 | 25,897.08 |
| 17 | Conducting chemical analysis of ground water samples to determine suitability concreting and aggressiveness in relation attack on concrete / reinforcement including determination of pH value. | Each for to | 12.00 | 1,355.33 | 16,263.96 |
| 18 | Conducting chemical analysis of soil samples to determine aggressiveness in relation attack on concrete / reinforcement including determination of pH value | Each to | 12.00 | 1,438.28 | 17,259.36 |
| 19 | All kinds of soils | cum | 6000.00 | 210.9 | 12,65,400 |
| 20 | Soft rock (not requiring blasting) | cum | 100.00 | 439.13 | 43,913 |
| 21 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : graded stone aggregate 20 mm nominal size) | 6 cum | 680.00 | 3,015.76 | 20,50,716.8 |
| 22 | 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 RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC foundation & Pile cap including finishing, using Plasticiser in approved proportions per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of Engineer in charge. Note: 1. Payment cement, reinforcement and shuttering shall be made extra under relevant item. Plasticiser shall invariably be used approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless is specifically approved citing reasons for using plasticiser at the stage of Mix Design and in that case deduction shall be made per relevant item. | cum or raft (as the for 2. in it not as | 750.00 | 2,919.59 | 21,89,692.5 |
| 23 | Wing wall and Return wall | cum | 600.00 | 2,999.09 | 17,99,454 |
| 24 | Providing and fixing Weep Holes Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as specifications and as directed by Engineer- in-Charge. | in Metre per | 60.00 | 262.24 | 15,734.4 |
| 25 | Providing and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site 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 size including finishing, Plasticiser approved proportions (as per IS:9103), modify workability without impairing strength and durability, complete as drawings and technical specifications directed by Engineer in charge. N o t e : 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 Concrete unless it is specifically approved citing reasons at the stage of Mix Design in that case deduction shall be made as relevant item. | cum per or any in to per as 1. Mix and per | 220.00 | 3,211.55 | 7,06,541 |
| 26 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant site or RMC from approved plants, specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings technical specifications to the satisfaction Engineer-in-Charge. Note: Payment cement, reinforcement and shuttering shall be made extra. | cum at of and of for | 40.00 | 2,919.59 | 1,16,783.6 |
| 27 | Providing and applying two coats of coal or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning surface with all labour and materials complete job as directed by the Engineer. | tar Sqm the | 300.00 | 178.84 | 53,652 |
| 28 | 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 above ground level | Sqm 5m | 4800.00 | 715.17 | 34,32,816 |
| 29 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 895.00 | 7,801.51 | 69,82,351.45 |
| 30 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 165000.00 | 107.01 | 1,76,56,650 |
| 31 | Providing and launching 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 RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the Precast Prestressed (Post-tensioned) Concrete Girder/Box Girders/Slabs in contactor's casting yard in the vicinity of worksite, including finishing, using Plasticiser approved proportions (as per IS:9103), modify workability without impairing strength and durability, complete as drawings, specifications and direction of Engineer. Note: 1. Payment for Shuttering, Cement, Reinforcement, HTS cables, Sheathing, Anchorage Cones, stressing cables, grouting of the ducts and launching of girder/slab in position shall be made extra under relevant items. However, deduction shall be made in case of slab as per relevant item. 2. For pre-cast item, loading transport vehicle in casting yard is included and shall not be paid extra. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for grade of Design Mix Concrete unless it specifically approved citing reasons at stage of Mix Design and in that case deduction shall be made as per relevant item. | cum or in to per the of in all is the | 55.00 | 2,919.59 | 1,60,577.45 |
| 32 | Providing, fabricating & fixing in position exact design profiles, H.T.S. cables of classification made from Low Relaxation strands conforming to IS:14268- latest version in Prestressed (Post-tensioned) Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, anchoring of cables, supplying and placing spiral corrugated type galvanized metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming IS:513 of required diameter/ thickness, vent pipe, placing, bending, routing, fixing, stressing & grouting of cable ducts with cement grout, Anchorage sets in required number with provision for future prestressing if any including all lead and lift with contractor's own materials, labour, equipments etc. complete as per drawings specifications. Rate also includes covering anchorage pads with epoxy mortar approved quality to avoid corrosion. Cement for grouting to be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing. | to MT all to & of | 2.60 | 2,01,861.72 | 5,24,840.47 |
| 33 | Supplying and laying in position specified grade precast prestressed cement concrete ballast retainers of size, as directed Engineer In-charge. Payment for Shuttering, Cement, reinforcement, HTS cables, anchorage cones, stressing of cables grouting of the ducts will be done extra. | cum by and | 21.00 | 2,919.59 | 61,311.39 |
| 34 | PSC girders / slabs | MT | 190.00 | 1,661.73 | 3,15,728.7 |
| 35 | Supplying of stone boulders weighing less than 35 kg each at specified bridge locations. | not cum | 200.00 | 1,202.81 | 2,40,562 |
| 36 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). | cum laid | 200.00 | 1,855.12 | 3,71,024 |
| 37 | Providing and laying flooring with rubble stone, laid over 15cm thick CC 1:2:4 and voids filled with CC 1:2:4 complete with joints pointed with 1:2 Cement Sand mortar as per drawing and Technical specifications. Payment for cement to be done separately. Voids in the rubble stone to be taken as 35% of the gross volume of the stone layer. Note: Base concrete shall be paid extra under relevant item. | cum the the | 30.00 | 2,887.37 | 86,621.1 |
| 38 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments piers with ready mixed paint as per standard in two coats over one coat of primer with materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. | Each and all | 12.00 | 303.85 | 3,646.2 |
| 39 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters figures with two coats of black enamel paint on two coats of white background with labour, tools, cement, paint etc. with leads and lifts. | Each and all all | 12.00 | 869.26 | 10,431.12 |
| 40 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller boulders toward the back including all lead, lift, labour & other incidental charges complete work in all respect. Payment boulder/cobbles will be done extra. | cum size as for | 200.00 | 411.68 | 82,336 |
| 41 | 1 in 12 Turnouts | Set | 2.00 | 71,559.81 | 1,43,119.62 |
| 42 | Lifting and packing for regrading the existing PSC sleeper track to required height / level stages not exceeding 75mm or part thereof at a time, providing permissible ramp for track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of kmph for a specified length with all leads lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting track shall be done in stages as procedure prescribed in latest edition IRPWM to get the proposed final level as approved working profile, as directed Engineer in-charge. | TRM in the 30 & of per of per by | 1000.00 | 191.51 | 1,91,510 |
| 43 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm item nos. 083010 for each TRM. | TRM for | 2000.00 | 29.7 | 59,400 |
| 44 | Regrading the existing track by lowering to required depth in stages by cutting formation top maintaining the depth existing cushion finally, not exceeding 75mm in one stage including one round of through packing and making track fit for 30kmph speed at each stage of lowering as procedure prescribed in latest edition IRPWM and subsequent picking up of sags slacks and attending to misalignment / cross level defects during train operation, providing required ramp-in and ramp-out safe passage of trains, including cutting trenches across track at every 30m interval to the required final formation level complete, and fixing, marking, painting level posts, tie bars at every 30m interval directed by engineer in-charge. Note: item shall be only operated only when formation is required to be cut for lowering of existing track. | up TRM the of per of / for rail as The | 1000.00 | 665.08 | 6,65,080 |
| 45 | Boxing and profiling of ballast as procedure prescribed in latest edition IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting same in crib and shoulder by leading to maximum of 50m including crossing of track, deweeding on ballast section etc and directed by Engineer-In charge. | per TRM of the a as | 1000.00 | 28.14 | 28,140 |
| 46 | Dismantling of existing LWR/SWR track any structure, removing rails, sleepers, plates, cutting of rails, segregation stacking of released Rails, Sleepers fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer- in-Charge. | of TRM fish and and | 1000.00 | 189.77 | 1,89,770 |
| 47 | For sleeper density of 1660 sleepers per km | TRM | 800.00 | 299.09 | 2,39,272 |
| 48 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1000.00 | 147.4 | 1,47,400 |
| 49 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 100.00 | 113.38 | 11,338 |
| 50 | I n Wagon where mechanical handling possible and traffic block is not required or Truck/trailer. | is MT in | 132.00 | 124.5 | 16,434 |
| 51 | From Wagon where mechanical handling possible and traffic block is not required or Truck / trailer. | is MT in | 132.00 | 92.69 | 12,235.08 |
| 52 | I n Wagon where mechanical handling possible and traffic block is not required or Truck / trailer | is MT in | 78.00 | 95.87 | 7,477.86 |
| 53 | Lead beyond 100 Km and up to 150 Km | MT | 210.00 | 867.28 | 1,82,128.8 |
| 54 | From Truck / Trailer | MT | 78.00 | 91.41 | 7,129.98 |
| 55 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity 80 MT | Each of | 6.00 | 1,30,491.53 | 7,82,949.18 |
| 56 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity 80 MT | Each of | 6.00 | 1,44,743.58 | 8,68,461.48 |
| 57 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 120.00 | 864.02 | 1,03,682.4 |
| Schedule total | ₹4,43,90,901.58 | ||||
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