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Tender Value
₹6.6 L
EMD Value
₹8,240
Closing Date
18 Sept 2026, 4:30 pm
Karnataka Neeravari Nigam Limited
Basanagouda Patil
maintenance work
KNNL/2025-26/IW/WORK_INDENT4126/CALL-3
KNNL/2025-26/IW/WORK_INDENT4126/CALL-3
Open
Irrigation and Other Works
Two Tender Document System(Two Cover)
KNNL Division Canal Div No 2 Odderahatti
6 documents required · 6 mandatory
Department Registration Details
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing work
List of works for which tenders already submitted
Banker Details
Contractors Registration certificate enrolled under KPWD class IV 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
A copy of the GST Certificate or Provisional GST Certificate
Employees provident fund (EPF) registration certificate
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 Works Assessed available tender capacity is equals toAxNx2.5-B
The contractor should attach their recent correct portal address, Phone No. & mail address.
₹500
₹8,240
4 Sept 2026
2 Sept 2026
19 Sept 2026
17 Sept 2026
In figures
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. (ii) By Mechanical Means using Dozer a. In area of light jungle
De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification.
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 (ii) By Mechanical Means a) Cement Concrete Grade M-15 & M-20
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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, blocks, teflon claded rubber seals with all accessories for river sluice /canal sluice vent including cost of all materials,machinery,labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings.
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.
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 S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing).Before the execution of the work,the contractor shall carry out the survey. RCC NP3 class pipe of 250mm dia
Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing).Before the execution of the work,the contractor shall carry out the survey. RCC NP3 class pipe of 300mm dia
Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification.
Total =
No. of Corrections:
No. of Over Writings:
Contarctor
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Call-3 tender Notification.pdf
Others - Tender Notofication • 3.69 MB
4126 Schedule B.xlsx
Others - Schedule B • 0.02 MB
KW1 bid_document Final.docx
Tender Document • 6.39 MB
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