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.
Costs
EMD
₹ 4,45,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
CNNL/2023-24/RD/WORK_INDENT875Bid Award Id
ViewTender No
CNNL/2023-24/RD/WORK_INDENT875Tender Authority
Cauvery Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
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004 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (i) A: By Manual Means - In Area of light Jungle etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
165
1178
194386.5
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005 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.(In all kinds of soils Depth upto 1.5 m) etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
61.67
254
15670.347
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006 - 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 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 etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
5.27
6602
34797.1249
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007 - 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 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)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
41.64
6971
290277.0204
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008 - 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
0.85
94510
80333.925
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009 - Compacting original ground supporting embankment :Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
2475
110
272868.75
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010 - 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. etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
4762.5
497
2370296.25
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011 - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end
loader at OMC and compacting with vibratory roller to achieve the desired density, omplete as per clause 401 etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
2231.25
2503
5585265
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012 - 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. etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
2118.75
2686
5692975.3125
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013 - 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 using mechanical means. etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
11250
43
484312.5
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014 - 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 etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
562.5
8044
4524778.125
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015 - 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 etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
11250
12
141750
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016 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
1200
785
942480
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017 - 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. etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
281.25
10659
2998012.5
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018 - 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 Clause 1101.6. 750mm dia etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
15
3501
52526.25
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019 - Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications. Specifications No. KSRB 1000, 2300 MOST Specification No. 1000 / 2300 Dia 150 mm etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
7.5
410
3079.125
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020 - Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all lead and lifts. etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
61.67
861
53097.87
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021 - 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 etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
1125
517
582356.25
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022 - 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. etc., complete with all lead and lifts and as per the direction of the Engineer incharge of the work.
750
556
417375
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