Cauvery Neeravari Nigam Limited Tender

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The Cauvery Neeravari Nigam Limited has issued a formal invitation for competitive bids for Improvements To Joganahallikumbarakatte,karalakatte,hullurkatte,hosahallimogekere,kanuralakanakatte,komalapuramasanikere,basavanahallimunigundikatte,kanurhosakere,shattekere,aladkatte,nenakikatte,teluginakuppenigaiahnakatte,bilalisiddappanakatte,komalapurakanurkenipaiyankere,komalpuraballekere,ningappankatte,hammigekere,mellahalliarasinakere,hitnehebbagilubasavanakere,chickere,neralakatte,shingarekatte,holankatte,telagankuppematadakere,neralakuppeshattekere Under Mmlis In Periyapatna Tq in Kodagu, Karnataka, with an estimated contract value of Rs. 4,97,18,497. The bid opening date for this tender is 07-03-2024 and the last date for bid submission is 14-03-2024. Interested bidders for Cauvery Neeravari Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Cauvery Neeravari Nigam Limited Tender

Civil And Construction
Civil Works Others
Opening Date7 Mar 2024
Closing Date14 Mar 2024
Tender Amount₹ 4,97,18,497.28 
Notes
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Costs

Summary

Improvements To Joganahallikumbarakatte,karalakatte,hullurkatte,hosahallimogekere,kanuralakanakatte,komalapuramasanikere,basavanahallimunigundikatte,kanurhosakere,shattekere,aladkatte,nenakikatte,teluginakuppenigaiahnakatte,bilalisiddappanakatte,komalapurakanurkenipaiyankere,komalpuraballekere,ningappankatte,hammigekere,mellahalliarasinakere,hitnehebbagilubasavanakere,chickere,neralakatte,shingarekatte,holankatte,telagankuppematadakere,neralakuppeshattekere Under Mmlis In Periyapatna Tq

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002 - 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.Complete with all lead and lift and as directed by engineer incharge of the work.

86879.23

98

8574980.001

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003 - Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification.Complete with all lead and lift and as directed by engineer incharge of the work.

9289.86

476

4428476.262

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005 - Providing and fixing 200 x 200 x 750 mm roughly dressed boundary / demarcation / chainage/ arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling with all other ancillary operations complete.Complete with all lead and lift and as directed by engineer incharge of the work.

1230

283

348705

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001 - 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.Complete with all lead and lift and as directed by engineer incharge of the work.

1267.61

508

644199.402

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009 - 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. 2.4.1 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.Complete with all lead and lift and as directed by engineer incharge of the work.

1430.46

7044

10076732.424

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010 - Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification.Complete with all lead and lift and as directed by engineer incharge of the work.

523.2

1341

702082.08

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012 - Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals with all accessories for canal escape / regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings.Complete with all lead and lift and as directed by engineer incharge of the work.

3.5

185325

648637.5

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006 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting &stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m. Complete with all lead and lift and as directed by engineer incharge of the work.

1515.99

107

162362.529

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008 - Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 with latest amentmentsusing ordinary portland cement, for sanitary works and conveyingto work site, rolling and lowering into trenches, laying true to lineand level including loading and unloading at both destinations andjointing of pipes and specials, perfect linking of joints with jack tocorrect position including cost of jointing materials, i.e, rubber ringsconforming to IS: 5382 for S&S RCC pipes, with all leads and lifts asdirected and giving necessary hydraulic test as per ISS to the requiredpressure and commissioning etc. complete. (Contractor will make hisown arrangements for procuring water for testing). Before the executionof the work, the contractor shall carry out the survey.Complete with all lead and lift and as directed by engineer incharge of the work.

300

1398

419580



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