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Tender ID
Tender Value
₹1.3 Cr
EMD Value
₹2 L
Closing Date
8 Jun 2026, 10:00 pmClosed
Karnataka Neeravari Nigam Limited
GURURAJ C
Reconstruction of Super passage at Km 10.37 connecting kappagal to Ballari and improvements to service road in between km 9.50 to 10.50 of Distry-14 under RBHLC.
KNNL/2025-26/IW/WORK_INDENT3090/CALL-2
KNNL/2025-26/IW/WORK_INDENT3090/CALL-2
Open
Irrigation and Other Works
Two Tender Document System(Two Cover)
KNNL Division Canal Div No 6 Bellary
9 documents required · 9 mandatory
Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx)
Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded
List of Financial Resources with Certificates
The bidder should have satisfactorily completed not less than 90 percent of contract value, atleast one similar nature of work as construction Road Bridge/Super passage/Deck slab CTC not less than Rs.74.85 Lakhs during last 05 years 2020-21 to2024-25.Work done certificate should be obtained signed from officer not below rank of EE of concerned division and countersigned by SE of same circle should be uploaded.Cost of work executed in previous yearswill be updated to 2025-26 at 10percent/annum.
The intending bidder should have executed in any one financial year the following minimum quantities of work usually 80 percent of the peak annual rate of construction during the last five years 2020-21 to 2024-25 work done certificate should be obtained duly signed from an officer not below the rank of EE,Concrete M15 and Above-578.56 cum, Steel-11.88 Tonne, Embankment (CNS/ Gravel)-2078.83cum
A copy of the KPWD Class-III & above Contractor Registration Certificate with validity. (Active in period)
Liquid asset and/or availability of credit facilities of not less than for Rs.44.92 lakhs unconditional credit lines/ letters of credits / certificates from nationalized banks for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalized banks in prescribed format
The annual turnover from all classes of civil works should be costing not less than Rs.299.42 Lakhs in any of Two financial years during last five years,2020-21 to 2024-25. Audited profit and loss account certified by a practicing Chartered Accountant along with copy of income tax returns filed for years indicated above should be furnished, duly mentioning UDIN on Turnover certificate from CA. Annual turnover of Pervious Year shall be updated to 2025-26 at 10percent/annum
Latest copy of the Income tax returns (ITR-V) filed duly mentioning PAN number for the Financial year 2024-25 (Assessment Year 2025-26
Bid Capacity -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 be calculated as under - Assessed available tender capacity- AxNx1.5-B
Copy of Valid Employees Provident Fund Registration Certificate
Copy of Valid GST Registration Certificate
₹3,180
₹2 L
21 May 2026
21 May 2026
9 Jun 2026
29 May 2026
3 Jun 2026
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness, By Mechanical Means using Dozer In area of light jungle complete as per specifications and as per directions of Engineer-in-charge.
Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. (In Dry condition). complete as per specifications and as per directions of Engineer-in-charge.
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, complete as per specifications and as per directions of Engineer-in-charge.
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 , complete as per specifications and as per directions of Engineer-in-charge.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. complete as per specifications and as per directions of Engineer-in-charge.
Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm (before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. complete as per specifications and as per directions of Engineer-in-charge.
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates, complete as per specifications and as per directions of Engineer-in-charge.
Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) complete as per specifications and as per directions of Engineer-in-charge.
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.. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, complete as per specifications and as per directions of Engineer-in-charge.
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.. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, complete as per specifications and as per directions of Engineer-in-charge.
Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. complete as per specifications and as per directions of Engineer-in-charge.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. complete as per specifications and as per directions of Engineer-in-charge.
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. complete as per specifications and as per directions of Engineer-in-charge
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 2.11.f (Canal & Allied Works). complete as per specifications and as per directions of Engineer-in-charge.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. (1000mm dia), complete as per specifications and as per directions of Engineer-in-charge.
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. complete as per specifications and as per directions of Engineer-in-charge.
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 complete with all lead and lifts,,Complete as per the direction of Engineer incharge to the work. complete as per specifications and as per directions of Engineer-in-charge.
Providing and erecting a "Thrie" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810, complete as per specifications and as per directions of Engineer-in-charge.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (ix) Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works (Above 900 mm), complete as per specifications and as per directions of Engineer-in-charge.
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