Cauvery Neeravari Nigam Limited Tender

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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.

Cauvery Neeravari Nigam Limited Tender

Works
Civil And Construction
Road Construction
Opening Date4 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 2,48,25,617.26 
Notes
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SR-2023-24, Volume 1, Page No 7, Item No 1.8 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with complete lead and lift as per direction of EIC of work

2992.5

497

1489367.25

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2023-24, Volume 3, Page No 23, Item No 4.1 A(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, with complete lead and lift as per direction of EIC of work

1446.84

2611

3778205.634

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SR-2023-24, Volume 3, Page No 149, Item No 16.28 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., with complete lead and lift as per direction of EIC of work

586.5

7091

4159282.05

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2023-24 Volume 1, Page No 37, Item No 1.14.1 - 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, In all kinds of soils Depth upto 3 mwith complete lead and lift as per direction of EIC of work

1552.75

107

166299.525

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2023-24, Volume 1, Page No 58, Item No 2.1.3 ) - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates with complete lead and lift as per direction of EIC of work

168.84

6288

1061741.898

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2023-24, Volume 1, Page No 58, Item No 2.1.3 ) - additiion for formwork,centring,scaffolding for levelling course work,including all lead and lift ,cost of all materials of quality,labour,usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications ,complete with all lead and lift as per direction of engineer in charge of work

168.84

188

31851.666

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SR-2023-24, Volume 1, Page No 74, Item No 2.4.2 - Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregateswith complete lead and lift as per direction of EIC of work

344.29

6639

2285792.9535

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SR-2023-24, Volume 1, Page No 74, Item No 2.4.2 - additiion for formwork,centring,scaffolding for raft and covering slab of drain work,including all lead and lift ,cost of all materials of quality,labour,usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications ,complete with all lead and lift as per direction of engineer in charge of work

170.55

331

56615.778

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SR-2023-24, Volume 1, Page No 74, Item No 2.4.2 - additiion for formwork,centring,scaffolding for side wall of drain,including all lead and lift ,cost of all materials of quality,labour,usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications ,complete with all lead and lift as per direction of engineer in charge of work

156.6

2323

363891.42

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SR-2023-24, Volume 1, Page No 74, Item No 2.4.2 - additiion for formwork,centring,scaffolding for head wall of pipe culvert,including all lead and lift ,cost of all materials of quality,labour,usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications ,complete with all lead and lift as per direction of engineer in charge of work

17.14

531

9103.5682

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SR-2023-24, Volume 1, Page No 75, Item No 2.4.3 - additiion for formwork,centring,scaffolding for pier,abutment,returnsincluding all lead and lift ,cost of all materials of quality,labour,usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications ,complete with all lead and lift as per direction of engineer in charge of work

278.335

665

185170.7088

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I NO2.11 h p NO 18 of Volume-I Common SR 2023-24 - 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.All other type of structurescomplete. with complete lead and lift as per direction of EIC of work

25.062

82961

2079182.3661

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2023-24 sr, Volume 3, Page No 26, Item 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 in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. awith complete lead and lift as per direction of EIC of work

1089.21

2686

2926652.8095

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SR-2023-24, Volume 3, Page No 31, Item No 5.2(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 meansas with complete lead and lift as per direction of EIC of work

4136.25

55

230182.3125

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SR-2022-24, Volume 3, Page No 31 Item No 5.3(i) - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broomaswith complete lead and lift as per direction of EIC of work

4136.25

12

52116.75

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2023-24, Volume 3, Page No 33, Sl No 5.9 C - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% 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 compactionas perwith complete lead and lift as per direction of EIC of work

206.81

8284

1713317.445

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SR-2023-24, Volume 3, Page No 43, Item 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.with complete lead and lift as per direction of EIC of work

103.41

10659

1102309.236

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2023-24, Volume 3, Page No 15, Sl 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. 300-2with complete lead and lift as per direction of EIC of work

519.79

517

269069.2935

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2023-24, Volume 3, Page No 146, Item No 16.15 - Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 -750 mm diawith complete lead and lift as per direction of EIC of work

15

3501

52526.25

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2023-24 Volume 4, Page No 48, Item No 3.10 - Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming and all other ancillary operations with complete lead and lift as per direction of EIC of work

13.38

2205

29502.9

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SR-2023-24, Volume 1, Page No 75, Item No 2.4.3 - Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25Design Mix Using 20 mm nominal size graded crushed coarse aggregates with complete lead and lift as per direction of EIC of work

278.335

6652

1851707.088

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SR-2023-24, Volume 1, Page No 80, Item No 2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. 1 M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates with complete lead and lift as per direction of EIC of work

63.77

7185

458197.0155

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SR-2023-24, Volume 1, Page No 80, Item No 2.5.2 - additiion for formwork,centring,scaffolding for slab,bearing slab,parapetincluding all lead and lift ,cost of all materials of quality,labour,usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications with complete lead and lift as per direction of EIC of work

63.77

3592

229098.8266

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I no12.3 pa no 117 of Volume-III Common SR 2023-24 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification etc.,with complete lead and lift as per direction of EIC of work

72.85

1226

89343.24



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