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
₹ 6,34,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
CNNL/2024-25/IW/WORK_INDENT2283Tender No
CNNL/2024-25/IW/WORK_INDENT2283Tender 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 and laying in position Reinforced cement concrete M20 Design Mix 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. 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.Complete with all lead and lift as per the direction of engineer in charge
809.79
6639
5376317.2785
... More
code05 - Addition of Formwork, cenetering & Scaffolding for CEMENT CONCRETE DRAIN WALLS for Reinforced cement concrete M20 Design Mix 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
704.6
2323
1637279.02
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code06 - Addition of Formwork, cenetering & Scaffolding for CULVERT HEAD WALLS for Reinforced cement concrete M20 Design Mix 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
105.19
531
55869.5647
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code07 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for All other type of structures 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.Complete with all lead and lift as per the direction of engineer in charge
35.7
82961
2961727.335
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code08 - Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm (before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete.Complete with all lead and lift as per the direction of engineer in charge
1666.8
660
1100838.06
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code09 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. Ref to MORTH Spec.305.4.3, Complete with all lead and lift as per the direction of engineer in charge
19950
5
104737.5
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code10 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.Complete with all lead and lift as per the direction of engineer in charge
701.82
124
87692.409
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code11 - 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.Complete with all lead and lift as per the direction of engineer in charge
5283.18
497
2629438.686
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code12 - 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. Ref to MORTH Spec.305, Complete with all lead and lift as per the direction of engineer in charge
1356.5
517
702192.225
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code13 - 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, For Grading V material. Ref to MORTH Spec.401, Complete with all lead and lift as per the direction of engineer in charge
2323.13
2611
6066505.5255
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code14 - 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. Ref to MORTH Spec.406, Complete with all lead and lift as per the direction of engineer in charge
3060.63
2686
8223759.7785
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code15 - 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 per sqm using mechanical means.Ref to MORTH Spec.501, Item No.5.1, Complete with all lead and lift as per the direction of engineer in charge
11062.5
43
476240.625
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code16 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Ref to MORTH Spec.503, Complete with all lead and lift as per the direction of engineer in charge
11062.5
12
139387.5
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code17 - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 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 compaction , Bituminous Macadam Grading - II for traffic less than 20 MSA Ref to MORTH Spec.504, Complete with all lead and lift as per the direction of engineer in charge
553.13
8044
4449405.3765
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code18 - 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. Ref to IRC-37:2018, Complete with all lead and lift as per the direction of engineer in charge.
331.88
10659
3537708.048
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code19 - 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. A. By mannual means. MORTH Specification No. 404 - Using Screening Crushable type such as Moorum or Gravel for grading I.Complete with all lead and lift as per the direction of engineer in charge
239.06
2649
633305.799
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code20 - 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. A. By mannual means. MORTH Specification No. 404 - Using Screening Crushable type such as Moorum or Gravel for grading II. Complete with all lead and lift as per the direction of engineer in charge
239.06
2575
615734.889
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code21 - RCC NP 3 300mm dia. Complete with all lead and lift as per the direction of engineer in charge
75
1111
83396.25
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code22 - Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets.Complete with all lead and lift as per the direction of engineer in charge
7.5
2721
20412
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