Cauvery Neeravari Nigam Limited Tender
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The Cauvery Neeravari Nigam Limited has issued a formal invitation for competitive bids for Improvements To Vulnerable Reaches Of Alakere & Achktat Road Connecting From Channanke Gowdanadoddi To Hanakere Village And Muddungere To Sollepura Under Nmbc. in Mandya, Karnataka, with an estimated contract value of Rs. 4,22,61,156. The bid opening date for this tender is 20-02-2025 and the last date for bid submission is 06-03-2025. Interested bidders for Cauvery Neeravari Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Cauvery Neeravari Nigam Limited Tender
Opening Date20 Feb 2025
Closing DateCancelled
Tender Amount₹ 4,22,61,156.05
Costs
EMD
₹ 6,34,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Summary
Improvements To Vulnerable Reaches Of Alakere & Achktat Road Connecting From Channanke Gowdanadoddi To Hanakere Village And Muddungere To Sollepura Under Nmbc.
Description
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Contact
Tender Id
CNNL/2024-25/OW/WORK_INDENT2441Tender No
CNNL/2024-25/OW/WORK_INDENT2441Tender Authority
Cauvery Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
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code28 - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometre stone (precast) and as Directed by Engineer in charge of the work
4
3073
12293.4
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code16 - 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 the work
419.16
6288
2635866.702
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code07 - 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 compactionand as Directed by Engineer in charge of the work
466.88
7912
3694328.064
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code11 - 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 as directed etc and as Directed by Engineer in charge of the work
1152
373
430617.6
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code06 - 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 the work
9337.5
43
401979.375
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code13 - Filling clayey soil between two rows of sand bags placed for forming ring bund including tamping, plugging leakage points etc.,and as Directed by Engineer in charge of the work
864
506
437270.4
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code05 - 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 the work
2490
2686
6690505.5
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code24 - 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 aggr
30.98
7903
244855.6966
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code26 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes and as Directed by Engineer in charge of the work
498
556
277137
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code14 - 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 the work
4887.944
107
523498.8024
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code18 - 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 the work
50.44
94510
4767109.62
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code21 - 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 Pipe Culvert Head walls, Sub-structures and as Directed by Engineer in charge of the work
500.96
531
266074.8848
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code23 - Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals with all accessories for canal escape / regulator ventincluding cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings and as Directed by Engineer in charge of the work
1.69
185325
313199.25
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code25 - 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 the work
3065.37
654
2005211.7855
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code29 - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 200 m stone(precast) and as Directed by Engineer in charge of the work
6
884
5304.6
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code17 - Providing S&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 300 mm dia and as Directed by Engineer in charge of the work
60
1398
83916
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code03 - 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 rement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work and as Directed by Engineer in charge of the work
198.67
497
98878.059
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code19 - 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
1378.97
6639
9155188.6755
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code12 - bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including plugging the joints with selected earth, cost of all labour, materials etc., and as Directed by Engineer in charge of the work
6480
71
462672
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code04 - 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 401 and as Directed by Engineer in charge of the work
1925.1
2611
5027109.885
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code08 - 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 the work
9337.5
12
117652.5
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code20 - 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 Drain/Trough and as Directed by Engineer in charge of the work
439
2323
1020104.3
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code27 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For PVC pipes 25mm dia, 10 kg/sqcm & class 5 and as Directed by Engineer in charge of the work
700
50
35280
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code09 - 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 the work
233.44
10659
2488377.024
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code10 - 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 the work
498
517
257789.7
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code01 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth and as Directed by Engineer in charge of the work
207.65
99
20713.0875
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