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Tender Value
₹4.9 Cr
EMD Value
₹9.7 L
Closing Date
25 May 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 JSM
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.
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 RCC box culvert bridge at km 151/0-2 , 155/9-156/1 , 152/4-5 , 153/0-1,99/9-100/0, 154/5-6 , 186/4-9 and pitching and other protection work in RKB-JSM section.
26of2026-27
26of2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹9.7 L
25 May 2026
29 Apr 2026
11 May 2026
71 items across 2 schedules · ₹4,68,57,804.92 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum | 600.00 | 215.53 | 1,29,318 |
| 2 | In all conditions and classifications of soil except rock | cum | 480.00 | 107.39 | 51,547.2 |
| 3 | In hard rock with hammer / chisel / pavement breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. | cum | 100.00 | 987.64 | 98,764 |
| 4 | Manufacturing and supply of blanketing material by wet mixing of different types of naturally available suitable soil including additional blending with naturally available or manufactured material as required to achieve specified gradation, in designed proportion in Pug mill or wet mix plant to have uniform gradation as per RDSO Specification No. RDSO/2020/GE: IRS-0004 w i t h latest correction slips including all incidental transportation and stacking at site in Stacks. Note: Measurement shall be done in as per Stack measurement. | cum | 1000.00 | 540.36 | 5,40,360 |
| 5 | 0m to 10m | Metre | 20.00 | 1,300.48 | 26,009.6 |
| 6 | Extra for 150mm dia. bore in hard Rock/large Boulder at all levels | Metre | 12.00 | 2,282.52 | 27,390.24 |
| 7 | Erection of temporary working platform to drill bore hole through flowing/standing water through river bed up to water depth of 1.5m, and dismantling after completing work and removing from the site to clear the water way. | cum | 12.00 | 2,877.8 | 34,533.6 |
| 8 | 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 | 12.00 | 152.52 | 1,830.24 |
| 9 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 12.00 | 852.27 | 10,227.24 |
| 10 | Collection of water samples at required intervals | Each | 12.00 | 234.14 | 2,809.68 |
| 11 | Moisture Content/Dry Density | Each | 12.00 | 287.66 | 3,451.92 |
| 12 | Atterberg Limits | Each | 12.00 | 586.02 | 7,032.24 |
| 13 | Specific Gravity | Each | 12.00 | 631.51 | 7,578.12 |
| 14 | Grain size analysis including Hydrometer analysis | Each | 12.00 | 727.84 | 8,734.08 |
| 15 | Direct Shear Test | Each | 12.00 | 2,330.69 | 27,968.28 |
| 16 | Natural Density | Each | 12.00 | 674.32 | 8,091.84 |
| 17 | Consolidation Test | Each | 12.00 | 6,886.37 | 82,636.44 |
| 18 | Unconfined Compression Test | Each | 12.00 | 2,006.91 | 24,082.92 |
| 19 | Tri-axial Test | Each | 12.00 | 2,158.09 | 25,897.08 |
| 20 | Conducting chemical analysis of ground water samples to determine suitability for concreting and aggressiveness in relation to attack on concrete / reinforcement including determination of pH value. | Each | 12.00 | 1,355.33 | 16,263.96 |
| 21 | Conducting chemical analysis of soil samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value | Each | 12.00 | 1,438.28 | 17,259.36 |
| 22 | All kinds of soils | cum | 5000.00 | 210.9 | 10,54,500 |
| 23 | Soft rock (not requiring blasting) | cum | 100.00 | 439.13 | 43,913 |
| 24 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 520.00 | 3,015.76 | 15,68,195.2 |
| 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 | 520.00 | 2,919.59 | 15,18,186.8 |
| 26 | Wing wall and Return wall | cum | 500.00 | 2,999.09 | 14,99,545 |
| 27 | Providing and fixing Weep Holes in 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 per specifications and as directed by Engineer- in-Charge. | Metre | 60.00 | 262.24 | 15,734.4 |
| 28 | Providing 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 | 480.00 | 3,211.55 | 15,41,544 |
| 29 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of 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 and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. | cum | 40.00 | 2,919.59 | 1,16,783.6 |
| 30 | 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 | 300.00 | 178.84 | 53,652 |
| 31 | 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 |
| 32 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 815.00 | 7,801.51 | 63,58,230.65 |
| 33 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 168000.00 | 107.01 | 1,79,77,680 |
| 34 | 12 MT capacity | Day | 50.00 | 9,646.53 | 4,82,326.5 |
| 35 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 300.00 | 1,202.81 | 3,60,843 |
| 36 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid 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 | 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 the voids filled with CC 1:2:4 complete with the 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 | 30.00 | 2,887.37 | 86,621.1 |
| 38 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. | Each | 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 and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each | 12.00 | 869.26 | 10,431.12 |
| 40 | 600mm dia. | Metre | 50.00 | 3,207.91 | 1,60,395.5 |
| 41 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. | cum | 200.00 | 411.68 | 82,336 |
| 42 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 500.00 | 44.73 | 22,365 |
| 43 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the 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 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge. | TRM | 3000.00 | 191.51 | 5,74,530 |
| 44 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 2000.00 | 29.7 | 59,400 |
| 45 | Regrading the existing track by lowering up to required depth in stages by cutting the formation top maintaining the depth of 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 per procedure prescribed in latest edition of 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 for safe passage of trains, including cutting trenches across track at every 30m interval to the required final formation level complete, and fixing, marking, painting rail level posts, tie bars at every 30m interval as directed by engineer in-charge. Note: The item shall be only operated only when formation is required to be cut for lowering of existing track. | TRM | 3000.00 | 665.08 | 19,95,240 |
| 46 | Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. | TRM | 3000.00 | 28.14 | 84,420 |
| 47 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 3000.00 | 147.4 | 4,42,200 |
| 48 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 3000.00 | 113.38 | 3,40,140 |
| 49 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 120.00 | 124.5 | 14,940 |
| 50 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 120.00 | 92.69 | 11,122.8 |
| 51 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 100.00 | 95.87 | 9,587 |
| 52 | Lead beyond 100 Km and up to 150 Km | MT | 220.00 | 867.28 | 1,90,801.6 |
| 53 | From Truck / Trailer | MT | 100.00 | 91.41 | 9,141 |
| 54 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each | 6.00 | 1,30,491.53 | 7,82,949.18 |
| 55 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each | 6.00 | 1,44,743.58 | 8,68,461.48 |
| 56 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 100.00 | 864.02 | 86,402 |
| 57 | Loading of sand/quarry dust filled bags from Railway stacks in to Railway Wagons with all contractor's empty polythene cement bag, tools & plants, machinery, labour, lead and lift, crossing of track wherever necessary etc., complete as directed by the Engineer In charge. | Each | 8000.00 | 12.13 | 97,040 |
| Schedule total | ₹4,34,78,930.17 | ||||
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nit.pdf
NIT
FinalSTDWorks12.2.20191.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.221.pdf
ATTACHMENT
CorrigendumintenderdocumentJU01052023.pdf
ATTACHMENT
ACSno1to6inGCC20221.pdf
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ACSno7to10inGCC20222.pdf
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ClarificationregardingsubmissionofAnnexure-VofGCC90024.pdf
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SeekingclarificationonapplicabilityofGCCCorrectionSlipNo1024-06-20258.pdf
ATTACHMENT
ACSno11dated13.03.26toIRGCCApril-2022.pdf
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