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Tender Value
₹1.2 Cr
EMD Value
₹2.1 L
Closing Date
27 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WEST
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 Bridge work under running line
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.
Note:- 1) The quantities and cost mentioned above are rough and only for guidance and may vary according to needs of the railways and variation there of May extent will not be the basis of any claims against the Railway. 2) The work shall be carried out as per item descriptions/specifications of CPWD DSR-2021 Items & IR USSOR-2021 Items (Amended up to date). 3)The rates should be inclusive of all charges such as tools and plants and all cost of labour & material, taxes, GST etc. Extra payment what so ever on any account will not be payable to the contractor. 4) Contractor/ suppliers/ service providers/ parties shall register their firms under EPFO & GSTIN (GST Identification Number). 5)The contract shall be governed under General Condition of contract and instructions to tenderer-2022 (Amended up to date). 6) The Railway Administration will not be responsible for the safety of contractor's labour engaged for this work. 7) The contractor shall make his own arrangements for men, tools, labour etc .required for the work at his own cost.
Provision of RCC box of size 1.0m x 1.2m in lieu of pipe bridge at Km 243.506 in Lunkaransar Yard over Bikaner Division under jurisdication of ADEN/Line/Bikaner.
296-25-26
296-25-26
Open
Works - General
6 Months
Bikaner, Rajasthan
₹0
₹2.1 L
27 Mar 2026
5 Mar 2026
13 Mar 2026
56 items across 7 schedules · ₹1,72,00,430.87 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 1 | All kinds of soils | cum | 1750.00 | 210.9 | 3,69,075 |
| Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 2 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 42.00 | 2,936.59 | 1,23,336.78 |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | cum | 110.00 | 2,944.12 | 3,23,853.2 |
| 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 for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, 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. | — | — | — | — | |
| 4 | Wing wall and Return wall | cum | 76.00 | 2,999.09 | 2,27,930.84 |
| 5 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 67.00 | 2,988.17 | 2,00,207.39 |
| 6 | 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 | 30.00 | 262.24 | 7,867.2 |
| 7 | 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 | 226.00 | 3,211.55 | 7,25,810.3 |
| 8 | 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- i n - C h a r g e . Note: Payment for cement, reinforcement and shuttering shall be made extra. | cum | 58.00 | 2,919.59 | 1,69,336.22 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 9 | 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 | 1080.00 | 715.17 | 7,72,383.6 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 10 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 134.00 | 7,968.76 | 10,67,813.84 |
| Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | — | — | — | — | |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 33500.00 | 107.01 | 35,84,835 |
| Schedule total | ₹75,72,449.37 | ||||
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details.html
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nit.pdf
NIT
General condition
ATTACHMENT
GCC-2022-uptoACS104.3.25.pdf
ATTACHMENT
Generalcondition05.01.26From271n274-25-26_compressed.pdf
ATTACHMENT
Generalcondition05.01.26From271n274-25-26_compressed.pdf
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