Karnataka Neeravari Nigam Limited Tender

Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.

Karnataka Neeravari Nigam Limited - KNNL Tender

Works
Civil And Construction
Road Construction
Opening Date1 Jan 2025
Closing Date9 Jan 2025
Tender Amount₹ 59,28,407.93 
Notes
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PWD SR- V-III. Pg No 17, It-No- 3.6 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits 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 direction of Engineer in charge

1685.1

517

872292.015

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PWD SR- V-III. Pg No 23, It-No- 4.1 V - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401For Grading -V Material complete as per direction of Engineer in charge

616.5

2611

1609897.275

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PWD SR- V-III. Pg No 26, It-No- 4.17 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Plant mix method) complete as per direction of Engineer in charge

462.38

2639

1220401.1482

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PWD SR- V-III. Pg No 31 , It-No- 5.1 A (i)) - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.) complete as per direction of Engineer in charge

3082.5

43

132855.75

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PWD SR- V-III. Pg No 31 , It-No- 5.3 (i)) - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom complete as per direction of Engineer in charge

3082.5

12

38839.5

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PWD SR- V-III. Pg No 31 , It-No- 5.6 (i))B - Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per direction of Engineer in charge

154.13

7471

1151628.534

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PWD SR- V-III. Pg No 43, It-No - 5.31 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision IRC-37: 2018 complete as per direction of Engineer in charge

77.06

10489

808320.87



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