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Tender Value
₹2.9 Cr
EMD Value
₹3.0 L
Closing Date
20 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SOUTH
14 conditions · 2 needing a document upload
Financial Eligibility Criteria: 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 as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Note :- (i) For Joint Venture (JV): The tenderer shall submit credentials as mentioned in Clause 17 of GCC April 2022 (Ammended upto date). (ii) In case, date of tender inviting is on or after date of statutory deadline for audit of balance sheet of previous Financial Year (i.e. 30th Sept. or as further extended for this FY), audited balance sheet of 4th previous year shall not be considered unless concerned CA certifies that balance sheet is not audited yet as on date of invitation of this tender.
The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (a) Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or (b) Two similar works costing not less than the amount equal to 40% of advertised value of the tender, or (c) One similar work costing not less than the amount equal to 60% of advertised value of the tender. Note :- For Joint Venture (JV): The tenderer shall submit credentials as mentioned in Clause 17 of GCC April 2022 (Ammended upto date).
Defination of Similar Work :- Any Civil Engineering work
7 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.
1.The quantities/amount mentioned above are rough and for guidance only and are subject to change according to the needs of the railway & variation there of to any extent will not be the basis of any claim against the Railway. 2.The work shall be carried out as per standard specifications (Amended up to date). 3.The contract shall be governed by General Condition of Contract and Instructions to the Tenders -2022 (Amended up to date). 4.All tools & plants and mechanical equipment as required to execute the work shall be arranged by the contractor. 5.Contractor/ suppliers/ service providers/ parties shall register their firms under EPFO & GSTIN (GST Identification Number).
Provision of box culvert of size 1.0m x 1.2m at km 342.023 alongwith RCC yard drain in Rajaldesar Yard under ADEN/Ratangarh.
293-25-26
293-25-26
Open
Works - General
9 Months
Bikaner, Rajasthan
₹0
₹3.0 L
20 Mar 2026
26 Feb 2026
6 Mar 2026
64 items across 7 schedules · ₹2,18,23,141.84 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| drilling of boreholes down to depth, drilling of 150mm dia. in all type of soils except hard rock & (boulder core more than 30cm) refilling, reinstating surface and off surplus material including use of rigs with power operated winches as percussion/chiselling tool for through occasional seams of hard employed, where necessary in Dry | — | — | — | — | |
| 1 | 0m to 10m | Metre | 4.00 | 1,300.48 | 5,201.92 |
| 2 | 10m to 20m | Metre | 4.00 | 1,343.29 | 5,373.16 |
| 3 | 100mm dia. & 450mm long samples of soil from bore holes, provision of air tight containers for labeling and transporting the samples Samples shall be collected as per | Each | 6.00 | 164.57 | 987.42 |
| 4 | standard penetration test as per approximate1.5m intervals in bore directed by the Engineer in charge | Each | 6.00 | 852.27 | 5,113.62 |
| in excavation by mechanical means Excavator)/Manual Means for and floors of the bridges, retaining including setting out, dressing of ramming of bottom, getting out the material, back filling in layers with material and consolidation of the ramming and watering etc. including disposal of surplus soil up to a lead of types of shoring and strutting with all material complete as per drawing specification as directed by charge. Note: This item will be used work in connection with other works also like side drains, for OHE masts and other structures in connection with Conversion, Doubling, New lines. | — | — | — | — | |
| 5 | soils | cum | 150.00 | 210.9 | 31,635 |
| and laying in position Plain cement of specified Nominal Mix for works like side drains, for OHE masts and other structures excluding the cost of centering and shuttering - All work up level : | — | — | — | — | |
| 6 | cement : 2 coarse sand (zone-III) : 4 aggregate 20 mm nominal size) | cum | 15.00 | 2,936.59 | 44,048.85 |
| 7 | and laying in position machine machine mixed and machine vibrated Concrete of specified grade as per Design Mix (mixed in Mobile Batching/Mixing Plant at site or RMC approved plants) using 20mm graded stone aggregate and coarse sand of quality in RCC raft foundation & Pile finishing, using Plasticiser in proportions (as per IS:9103), to workability without impairing strength complete as per specifications of the Engineer in charge. Note: for cement, reinforcement and shall be made extra under relevant Plasticiser shall invariably be used in proportion to increase workability possible quantity of cement for of Design Mix Concrete unless it is approved citing reasons for not at the stage of Mix Design and deduction shall be made as per item. | cum | 60.00 | 2,919.59 | 1,75,175.4 |
| and laying in position machine machine mixed and machine vibrated Concrete of specified grade as per Design Mix (mixed in Mobile Batching/Mixing Plant at site or RMC plants) using 20mm graded stone aggregate and coarse sand of quality for the following Reinforced concrete structural elements up to 9.0 m from foundation top level, finishing, using Plasticiser in proportions (as per IS:9103), to workability without impairing strength complete as per specifications of the Engineer in charge. Note: for cement, reinforcement and shall be made extra under relevant Plasticiser shall invariably be used in proportion to increase workability possible quantity of cement for of Design Mix Concrete unless it is approved citing reasons for not at the stage of Mix Design and deduction shall be made as per item. | — | — | — | — | |
| 8 | and Return wall | cum | 55.00 | 2,999.09 | 1,64,949.95 |
| 9 | slab at formation level, Dirt wall/ at formation level | cum | 6.00 | 2,959.34 | 17,756.04 |
| 10 | and casting machine batched, mixed and machine vibrated Cement of specified grade as per approved Mix, mixed in Mobile Concrete Plant at site or RMC from plants, (Cast in-Situ/Pre-cast) in slab, side walls, toe wall and sumps filling head walls, thrust bed or any component using 20mm graded crushed aggregate and coarse sand of approved RCC box of any size including Plasticiser in approved proportions IS:9103), to modify workability without strength and durability, complete as and technical specifications as by Engineer in charge. N o t e : 1. for cement, reinforcement and shall be made extra under relevant Plasticiser shall invariably be used in proportion to increase workability possible quantity of cement for of Design Mix Concrete unless it is approved citing reasons at the Design and in that case deduction made as per relevant item. | cum | 29.00 | 3,211.55 | 93,134.95 |
| 11 | and applying two coats of coal tar or confirming to IS:3117- latest version and sides of RCC box/slabs @ 1.70 after cleaning the surface with all materials complete job as directed Engineer. | Sqm | 78.00 | 178.84 | 13,949.52 |
| and shuttering including strutting, etc. and removal of form for : | — | — | — | — | |
| 12 | of bridge sub-structures, e.g. pier, wing wall, retaining wall, RCC box foundations, Abutment cap, Pier Cap, Platform & Pedestal over Pier cap, Diaphragm wall etc. up to 5m level | Sqm | 145.00 | 715.17 | 1,03,699.65 |
| using Cement at Worksite | — | — | — | — | |
| 13 | Portland Cement 43 grade approved | MT | 66.00 | 7,801.51 | 5,14,899.66 |
| steel reinforcement of approved for R.C.C. work including cutting, bending, placing in binding all complete. | — | — | — | — | |
| 14 | Treated bars of grade Fe- more of approved brands/makes. | Kg | 13170.00 | 107.01 | 14,09,321.7 |
| Schedule total | ₹25,85,246.84 | ||||
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nit.pdf
NIT
GCC-2022-uptoACS104.3.25.pdf
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General condition
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CableCutJPOBikanerDivision.pdf
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Generalcondition05.01.26From271n274-25-26_compressed.pdf
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