Karnataka Neeravari Nigam Limited Tender

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The KNNL has issued a formal invitation for competitive bids for the Karnataka Neeravari Nigam Limited project, for Earthwork Excavation,formation Of Embankment,providing Lining To Canal Damaged Portion Due To Rain Flooding & Control Of Seepage To Adjacent Affected Land,improvements To Sr And Ip Side Of Canal,repairs And Improvements To The Damaged Canal Structures From Ch0.100 Km To Ch0.300km, Ch1.100 Km To Ch1.400 Km Of Direct Minor25, Ch2.600km To Ch2.800km,ch3.500km To Ch4.500 Km Of Direct Minor26 And Ch2.500km To Ch3.00km,ch5.100km To Ch5.300km,ch8.300km To Ch8.600km Of Direct Minor28 in Haveri, Karnataka, with an estimated contract value of Rs. 4,21,82,036. The bid opening date for this tender is 21-12-2024 and the last date for bid submission is 04-01-2025. Interested bidders for Karnataka Neeravari Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Karnataka Neeravari Nigam Limited - KNNL Tender

Opening Date21 Dec 2024
Closing Date4 Jan 2025
Tender Amount₹ 4,21,82,036.33 
Notes
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Costs

Summary

Earthwork Excavation,formation Of Embankment,providing Lining To Canal Damaged Portion Due To Rain Flooding & Control Of Seepage To Adjacent Affected Land,improvements To Sr And Ip Side Of Canal,repairs And Improvements To The Damaged Canal Structures From Ch0.100 Km To Ch0.300km, Ch1.100 Km To Ch1.400 Km Of Direct Minor25, Ch2.600km To Ch2.800km,ch3.500km To Ch4.500 Km Of Direct Minor26 And Ch2.500km To Ch3.00km,ch5.100km To Ch5.300km,ch8.300km To Ch8.600km Of Direct Minor28

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BOQ Items

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001 - Clearing & grubbing road land including vegetation, bushes,shrubs, saplings by using weed cutter / minor equipment. complete with all lead and lift as per direction of Engineer incharge of the work.

291.38

357

104022.66

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010 - Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials, labour, laying and joining as per specifications and all other ancillary operations complete.Using 750 micron thick LDPE sheet with all lead and lifts as per direction of Engineer incharge of the work.

3622.05

275

996425.955

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019 - 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

2208.24

279

616761.432

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018 - Providing and constructing 300 mm thick rubble stone pitching set in CM 1: 5 proportion by volume with pin headers at 2 per m2 including cost of all materials from approved source, labour, packing stone chips and mortar into joints, finishing, curing and all other ancillary operations complete with all lead and lifts as per direction of Engineer incharge of the work.

3014

1000

3015959.1

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007 - Providing casing embankment using semi-pervious / pervious soil from collected in embankment areas in heaps as part of disposal of gravels soil from canal in layer of 250 to 300 mm (before compaction) including cost of all materials,machinery, labour,all other operations such as 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 by power roller and all other ancillary operations complete with all lead and lift as per direction of Engineer incharge of the work.

4344.01

138

602079.786

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012 - Providing and laying insitu vibrated M-20 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, supports, placing in position, levelling, vibrating, finishing junction of bed and sidesto required curvature, finishing side slopes, curing with all other ancillary operations complete with all lead and lifts as per direction of Engineer incharge of the work.

1527.35

9509

14524869.3975

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017 - 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 ) with all lead and lifts as per direction of Engineer incharge of the work.

696.51

7170

4994171.7228

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002 - Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete with all lead and lift as per direction of Engineer incharge of the work.

60

26

1606.8

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013 - 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 with all lead and lifts as per direction of Engineer incharge of the work. CANAL AND ALLIED WORKS

37.94

94510

3585728.37

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014 - Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour and all other ancillary operations complete with all lead and lifts as per direction of Engineer incharge of the work.

2527.45

90

228228.735

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008 - Providing hearting embankment using selected impervious 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 with all lead and lift as per direction of Engineer incharge of the work.

4221.6

538

2273964.84

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003 - Excavation and removal of silt and silt mixed with sand from canal bed in dry condition 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 with all lead and lift as per direction of Engineer incharge of the work.

1766.45

299

528610.1625

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005 - 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.

7902.25

110

871223.0625

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016 - 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 with all lead and lifts as per direction of Engineer incharge of the work.

213.3

6288

1341326.385

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004 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete Grade M-15 and M-20 , wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material By Mechanical Means of MORTH Specification 202 with all lifts and lead.

1864.59

754

1407672.2205

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011 - Providing and laying insitu vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete.

444.79

6486

2885308.251

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020 - 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. 1200mm dia

35

8846

309618.75



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