Cauvery 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.
Costs
EMD
₹ 6,35,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Summary
Improvement To Service Road And Pickup Canal Of Kadiluvagilu And Lg Doddi Villages Coming Under 14c And 14d, 14e Distributory & Its Minor Of Loksara Branch Canal Atchkat In Maddur Constituency, Mandya District
Description
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Contact
Tender Id
CNNL/2024-25/IW/WORK_INDENT2292Tender No
CNNL/2024-25/IW/WORK_INDENT2292Tender Authority
Cauvery Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
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code04 - 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. and as directed by engineer in charge of work
2500
2686
6717375
... More
code05 - 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 0.70 kg/m2 sing mechanical means. and as directed by engineer in charge of work
10000
43
430500
... More
code06 - Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant 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 and as directed by engineer in charge of work
468.76
7912
3709204.128
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code07 - Tack coat on Bituminous surface 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 and as directed by engineer in charge of work
9375
12
118125
... More
code08 - 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 and as directed by engineer in charge of work .
281.25
10659
2998012.5
... More
code09 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density and as directed by engineer in charge of work
780
2272
1772316
... More
code10 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Using Screening Crushable type such as Moorum or Gravel. and as directed by engineer in charge of work
780
2198
1714986
... More
code11 - 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 and as directed by engineer in charge of work
1140
517
590121
... More
code12 - 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 m.and as directed by engineer in charge of work
2365.53
107
253348.263
... More
code13 - Providing rubble and sand filling in layers of 250 to 300mm including cost of all materials, machinery, labour, watering, ramming and all other ancillary operations completeand as directed by engineer in charge of work
316.82
2205
698588.1
... More
code14 - 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 and as directed by engineer in charge of work
427.88
6288
2690701.986
... More
code15 - Providing S and S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e rubber rings conforming to IS 5382 for S and S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing) Before the execution of the work, the contractor shall carry out the survey . RCC NP3 Class pipe of 300 mm dia and as directed by engineer in charge of work
22.5
1398
31468.5
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code16 - Providing S and S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey . RCC NP3 Class pipe of 600 mm dia and as directed by engineer in charge of work
7.5
3297
24727.5
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code17 - 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 and as directed by engineer in charge of work
47.58
94510
4496809.59
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code18 - 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 and as directed by engineer in charge of work
370.87
6639
2462261.5605
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code19 - Providing and laying insitu vibrated M-15grade cement concrete using 40 mm down approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for piers/ gravity type retaining walls / abutments / other similar structures including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete and as directed by engineer in charge of work
131.64
6655
876189.258
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code20 - 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and as directed by engineer in charge of work
253
7185
1817842.95
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code21 - Providing and Constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10mm dia. steel dowel rods on either side at 1 meter interval including cost of all materials, machinery, labour, vulcanizing water seal joints etc., complete with all lead and lifts and as directed by engineer in charge of work
70.4
603
42504
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code22 - Addition of Formwork, cenetering & Scaffolding for 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, complete the work shall be carriedout as per the Direction of the engineer in charge of the work and as directed by engineer in charge of work (for Drain/Trough M20 grade)
331.88
2323
771189.556
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code23 - Addition of Formwork, cenetering & Scaffolding 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, complete the work shall be carriedout as per the Direction of the engineer in charge of the work and as directed by engineer in charge of work (for Drain/Trough M25 grade)
200.89
2514
505198.172
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code24 - Addition of Formwork, cenetering & Scaffolding for Reinforced cement concrete M15 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, complete the work shall be carriedout as per the Direction of the engineer in charge of the work and as directed by engineer in charge of work (for Abutments)
126.2
665
83998.72
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code25 - Addition of Formwork, cenetering & Scaffolding for Reinforced cement concrete M15 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, complete the work shall be carriedout as per the Direction of the engineer in charge of the work and as directed by engineer in charge of work (for Pipe Culvert Head walls, Sub-structures )
32.63
531
17330.7719
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code26 - Providing and fixing tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour and all other ancillary operations complete. 20 mm thick 150 mm depth and as directed by engineer in charge of work
20.8
128
2664.48
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code27 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material and as directed by engineer in charge of work
51.12
1226
62693.568
... More
code28 - Excavation and removal of silt and silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embankment in layers and as directed by engineer in charge of work
120
373
44856
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code29 - Providing impervious embankment adjacent to masonry / concrete structure and filling trial pits using impervious approved soil from borrow area in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, picking previous layer, spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using pneumatic tampers / vibrating earth rammers and all other ancillary operations complete.and as directed by engineer in charge of work
3115.86
654
2038239.819
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