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Tender Value
₹29.6 L
EMD Value
₹59,215
Closing Date
18 Sept 2026, 4:30 pm
Karnataka Neeravari Nigam Limited
VISHWANATH
Reconstruction of road bridge at CH 364 of Dy-31 and TLBC CH 246 of 31/3 and CH 140 of 31/3/2 in Dy-31 of TLBC
KNNL/2025-26/BG/WORK_INDENT4134/CALL-3
KNNL/2025-26/BG/WORK_INDENT4134/CALL-3
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Two Tender Document System(Two Cover)
KNNL Division Canal Div No 2 Odderahatti
8 documents required · 8 mandatory
Contractors Registration certificate enrolled under KPWD class III and above Active in the period
Latest copy of the Income tax returns mentioning the PAN or TAN.No.FY-2024-25 Assessment year 2025-26
Employees provident fund (EPF) registration certificate
A copy of the GST Certificate or Provisional GST Certificate
The intending bidder in the last five years (from 2021-22 to 2025-26) should have Satisfactorily completed at least one similar nature of work such as Constructions of bridges or Barrage or Anicut or Aqueduct the value not less than 17.46 lakhs (50per) of the amount put to tenderwork no 1, in the last five years (from 2021-22 to 2025-26) should have Satisfactory completed the work done certificate issued by the officer not below the rank of Executive Engineer.( Additional Weightage of 10per for each year will be given for cost of work to bring it to 2026-27 level)
To qualify for award of this contract each tenderer in his name should have achieved average Financial Turnover equals to the amount put tender i.e.34.93 Lakhs in at least two financial years from Last 5 years i.e., 2021-22 to 2025-26. Audited profit and Loss account certified by a practicing Chartered Accountant duly mentioning the UDIN along with copy of income tax returns filed for the years indicated above should be furnished. The annual turnover of previous years shall be updated to 2026-27 at 10% per annum
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The contractor should attach their recent correct portal address, Phone No. & mail address.
Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will calculated as under For General Category Others Works Assessed available tender capacity AXNX2.5 -B
₹750
₹59,215
4 Sept 2026
2 Sept 2026
19 Sept 2026
17 Sept 2026
Dismantling of existing structures like culverts,bridges,retaining walls and other structures comprising of masonry,cement concrete ,wood work ,steel work including T & p Scaffolding whereever necessary,sorting the dismantled material disposal of unservicable materials and stacking of servicable materials with all lifts and lead complete as per specifications and directions of the Engineer in charge of work.Morth Specification No 202 Rubble masonry by Mechanical means
Dismantling of existing structures like culverts,bridges,retaining walls and other structures comprising of masonry,cement concrete ,wood work ,steel work including T & p Scaffolding whereever necessary,sorting the dismantled material disposal of unservicable materials and stacking of servicable materials with all lifts and lead complete as per specifications and directions of the Engineer in charge of work Morth Specification No 202 cement concrete grade M-15& M-20
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification
Providing casing embankment for breached / damaged portion of canal using approved pervious /semi-pervious soil in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, sectioning sides / edges, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller or pneumatic /vibrating plate compactors with all other ancillary operations complete.from borrow areas
Total=
Add 18%GST=
Miscellenious rounding off=
Grand total=
Contractor
KNNL No-2 Canal division
Oddaratti Camp
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4134.xlsx
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