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 Package Of 1)construction Of Road And Drain In Guddenally Village In Manachanahalli Gramapanchayath 2) Construction Of Road And Drain In Guddenallykoppalu Village Manachanahalli Gramapanchayath in Hassan, Karnataka, with an estimated contract value of Rs. 4,04,89,326. The bid opening date for this tender is 22-09-2021 and the last date for bid submission is 30-09-2021. 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 Date22 Sep 2021
Closing Date30 Sep 2021
Tender Amount₹ 4,04,89,326 
This is an estimated amount, exact amount may vary.
Notes
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KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85 cum and fine aggregates @ 0.57 cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2. Complete with all lead and lift, loading and unloading charges and as directed by the Engineer-in-Charge of work.

584.25

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3152028.75

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Providing laying plain / reinforced cement concrete for side drains using M15 nominal mix concrete with OPC at 240kgs, with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43cum machine mixed, well compacted for walls and bottom including centering shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200, including cost of materials, labour, HOM complete as per specifications. Complete with all lead and lift, loading and unloading charges and as directed by the Engineer-in-Charge of work.

1730.16

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11707992.72

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KSRB13-8.5 : Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 63mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9. Complete with all lead and lift, loading and unloading charges and as directed by the Engineer-in-Charge of work.63mm dia

286.5

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85090.5

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KSRRB M600-1. Construction of dry lean cement concrete mix CC1:5:10 with OPC cement @160Kgs, with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @ 0.58cum Sub- base over a prepared sub-grade with (coarse and fine aggregate conforming to IS: 383) aggregate cement ratio not to exceed 15:1. Aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 160 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed by place method, vibrating, finishing and curing complete as per specifications. . MORTH Specification No. 601 Complete with all lead and lift, loading and unloading charges and as directed by the Engineer-in-Charge of work.

1001.02

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3767839.28

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KSRB 2.3 : Filling available excavated earth ( excluding rock) in sides of foundations up to plinth in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with lead up to 50m and lift up to 1.50 m, including cost of all labbour complete as per specifications. Specification. No. KBS .9. Complete with all lead and lift, loading and unloading charges and as directed by the Engineer-in-Charge of work.

731.5

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147031.5

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Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete with all lead and lift including The rate is exclusive of required specials and fittings etc., complete Coils shall be used.-200mm dia( Data rate) with all lead and lift loading and unloading Charges and as directed by the Engineer in charge of work

382

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367369.4

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KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller compaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 . Complete with all lead and lift, loading and unloading charges and as directed by the Engineer-in-Charge of work.

509.62

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184482.44

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Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, complete as per specifications. MORTH V Revision For Grading V Material. Complete with all lead and lift, loading and unloading charges and as directed by the Engineer-in-Charge of work.

1002.33

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1778133.42

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KSRRB 300-2. Earthwork excavation by manual means for roads, drains & similar works in hard soil excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3. Complete with all lead and lift, loading and unloading charges and as directed by the Engineer-in-Charge of work.

7312.63

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1308960.77



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