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 Construction Of Road To Hosayragudri Road To Kulgod-yadwad Main Road in Belagavi, Karnataka, with an estimated contract value of Rs. 41,32,005. The bid opening date for this tender is 22-10-2024 and the last date for bid submission is 06-11-2024. 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.
Costs
EMD
₹ 83,000Document Cost
Refer DocumentsTender Fee
₹ 1,040
Summary
Construction Of Road To Hosayragudri Road To Kulgod-yadwad Main Road
Description
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Contact
Tender Id
KNNL/2024-25/RD/WORK_INDENT1862Bid Award Id
ViewTender No
KNNL/2024-25/RD/WORK_INDENT1862Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
Instructions to Tenderers
BOQ Items
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010 - Providing and laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (type B) aggregates using VG-30 required line, grade and level to serve as wearing course on a Previous Prepared base, including mixing in a suitable hot plant,of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller finishing to required level and grade.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
3750
176
661500
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013 - Providing and laying in position Reinforced cement concrete for all super structures of building,road works, water works,Irrigation works & super strucures works of bridges up to 3.50 m height. The granite/ trap/basalt crushed gre\aded coarse aggregates and fine aggregates as per relevent is codes machine mixed with suoer plasticisers laid in layers, well compacted using needle vibratores. The cost includinges all lead & Lifts, cost of all materials, quality chrages of machinery, curing and all other appurtenances required to complete the work as per techanical specifications. ( The cost of steel reinforcement, dowel bars & form work.to be paid separately ).( 20 m 20 Concrete). complete with all lead and lifts as per Direction of the Engineer. In -Charge.
25.73
6491
167016.003
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005 - construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions.exavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per technical specification clause 307.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
1000
19
19010
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012 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crused graded coarse aggregates and fine aggregates as per relvent 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 machineries,curing,and all others appurtences required to complete the work as per techanical specifications ( the cost of Steel reinforcement & form work shall be paid separately) complete with all lead and lifts as per Direction of the Engineer. In -Charge.
2.71
6014
16299.024
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009 - providing and applying tack coat, with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg/sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
3750
14
55125
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003 - Construction of embankment by excavating the availble approved Gravel/Murrum deposited at a place or borrow pits during or prior with all leads and lifts and load, transporting to site, spreading, grading to required slope and compacting to meet requirement complete as per specifications,including cost of labour,rolling,water all materials, usage & all other appurtences required to complete the work.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
1746.96
422
737391.816
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004 - Construction of Embankment with Using naturally occuring gravel Granular sub-base/base/surface course with local material(Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surfase,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.with all lead and lifts.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
800
433
346920
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006 - Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3- wheeled steel/vibratory roller 8-10 tonnes static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per Specification Clause 405). Grading II . By mechanical meanscomplete with all lead and lifts as per Direction of the Engineer In -Charge.
281.25
2972
836029.6875
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002 - Compacting Original Ground Compacting original ground supporting embankment Loosening, Levelling 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 Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
892.5
91
81529.875
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014 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacentmembers whereever necessary complete as per Design including costof material, labour, usage charges complete as per specifications. (Thelaps and wastages shall not be measured separately). complete with all lead and lifts as per Direction of the Engineer. In -Charge.
673.45
96
65055.27
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001 - Clearing and grubbing road land : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, samplings and trees of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceeable material to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150 mm in thickness as per Techinical specification clause 201. (By mechanical means in area of thorny jungle ).complete with all lead and lifts as per Direction of the Engineer. In -Charge.
0.12
177015
21241.836
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016 - Filling available excavated earth ( excluding rock) in trenches,plinth,sides of foundations and other similar works etc.in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering with alead up to 50 m, and lift up to 1.50 m including cost of all labour complete as per specifications. complete with all lead and lifts as per Direction of the Engineer. In -Charge.
94.06
214
20147.652
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007 - Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3- wheeled steel/vibratory roller 8-10 tonnes static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per Specification Clause 405). Grading III . By mechanical means. complete with all lead and lifts as per Direction of the Engineer. In -Charge.
281.25
2908
818015.625
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