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Tender Value
₹2.1 Cr
EMD Value
₹4.1 L
Closing Date
28 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
BSB JNU
13 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 as per Annexure-VIIB, 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 costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works 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. Similar nature for this work is "Construction of any bridge work" is for technical experience/competence of advertised work in terms of Pr. Chief Engineer Circular No. 610 (Revised-3). As per the HQ/NDLS letter No. 74- W/0/Pt.XXV/Similar nature of work/WA dated 22-01-2020.
17 conditions · 9 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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
Replacement of girder of bridge no. 151 (span 7x9.14m) at Km. 869.74 between SHG-ABP stations with PSC slabs along with jacketing of sub-structure under ADEN JNU in the jurisdiction of Sr.DEN-III/LKO.
12-Sr-DEN-III-LKO-2026-27
12-Sr-DEN-III-LKO-2026-27
Open
Works - General
6 Months
Lucknow, Uttar Pradesh
₹0
₹4.1 L
28 Aug 2026
29 Jul 2026
14 Aug 2026
54 items across 12 schedules · ₹1,99,66,457.77 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 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. | — | — | — | — | |
| 1 | soils | cum | 500.00 216.57 | — | 1,08,285 |
| and laying in position Plain cement of specified Nominal Mix for works like side drains, foundation masts and other miscellaneous excluding the cost of Cement, and shuttering - All work up to plinth | — | — | — | — | |
| 2 | cement : 2 coarse sand (zone-III) : 4 aggregate 20 mm nominal size) | cum | 350.00 3728.77 | — | 13,05,069.5 |
| and shuttering including strutting, and removal of form for : | — | — | — | — | |
| 3 | 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 above | Sqm | 1500.00 697.36 | — | 10,46,040 |
| 4 | additional height over item no. 025031 wherever required with adequate propping etc. over initial height of 5 every additional height of 1 metre or | Sqm | 300.00 117.73 | — | 35,319 |
| 5 | and laying in position machine machine mixed and machine vibrated Concrete of specified grade as per Design Mix (mixed in Mobile Concrete Plant at site using 20mm crushed stone aggregate and coarse approved quality in jacketing of piers from bottom of foundation up to of 10m for designed thickness of including finishing, using Plasticiser in proportions (as per IS:9103), to modify without impairing strength and complete as per specifications and the Engineer in charge. N o t e : 1. for cement, reinforcement and shall be paid extra under relevant Plasticizer shall invariably be used in proportion to increase workability with possible quantity of cement for all Design Mix Concrete unless it is approved citing reasons for not using at the stage of Mix Design and in deduction shall be made as per | cum | 200.00 6115.16 | — | 12,23,032 |
| 025040 for drilling of holes and dowel bars in case of Jacketing | — | — | — | — | |
| 6 | drilling 32mm dia. holes for jacketing / | Metre | 1750.00 144.71 | — | 2,53,242.5 |
| 7 | inserting of dowel bars of specified dia. to be paid extra) | Metre | 1750.00 17.07 | — | 29,872.5 |
| using Cement at Worksite | — | — | — | — | |
| 8 | Portland Cement 43 grade approved | MT | 311.00 6689.69 | — | 20,80,493.59 |
| steel reinforcement of approved for R.C.C. work including cutting, bending, placing in binding all complete. | — | — | — | — | |
| 9 | Treated bars of grade Fe- of approved brands/makes. | Kg | 20000.00 88.85 | — | 17,77,000 |
| Schedule total | ₹78,58,354.09 | ||||
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