Karnataka 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.
Karnataka Neeravari Nigam Limited - KNNL Tender
Civil And Construction
Road Construction
Opening Date3 Mar 2025
Closing Soon11 Mar 2025
Tender Amount₹ 32,46,392.09
Costs
EMD
₹ 65,000Document Cost
Refer DocumentsTender Fee
₹ 820
Description
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Contact
Tender Id
KNNL/2024-25/RD/WORK_INDENT2755Tender No
KNNL/2024-25/RD/WORK_INDENT2755Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
Others - TENDER NOTIFICATION
BOQ Items
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CSRVol.1It.No.1.8,PgNo.7fortheyear2024-25 - 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 and as directed by the Engineer-in-charge.
875
474
414750
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CSRVol.3It.No.4.1(v),PgNo.23fortheyear2024-25 - 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 roller to achieve the desired density, complete as per clause 401. (v) For Grading -V Material complete and as directed by the Engineer-in-charge.
210
2487
522270
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CSRVol.3It.No.4.17,PgNo.26fortheyear2024-25 - 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. complete and as directed by the Engineer-in-charge.
292.5
2559
748507.5
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CSRVol.3It.No.5.1,PgNo.31fortheyear2024-25 - 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 m2 using mechanical means. complete and as directed by the Engineer-in-charge.
1875
41
76875
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CSRVol.3It.No.5.32PgNo.43fortheyear2024-25 - Tack coat on Bituminous surface: Providing and applying tack coat with VG-10 Bitumen using press ure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom complete and as directed by the Engineer-in-charge.
1875
12
22500
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CSRVol.3It.No.5.8.CPgNo.33fortheyear2024-25 - Bituminous Macadam Grading - II for traffic less then 20 MSA: 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 complete and as directed by the Engineer-in-charge.
93.75
7661
718218.75
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CSRVol.3It.No.5.31PgNo.43fortheyear2024-25 - 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. complete and as directed by the Engineer-in-charge.
46.88
10152
475925.76
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CSRVol.1It.No.2.1.3PgNo.15fortheyear2024-25 - 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately) complete and as directed by the Engineer-in-charge.
2.28
5989
13654.92
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CSRVol.1It.No.2.4.1PgNo.16fortheyear2024-25 - 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates complete and as directed by the Engineer-in-charge.
7.94
6916
54915.5808
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CSRVol.1It.No.2.11.hPgNo.18fortheyear2024-25 - 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. h-All other type of structures complete and as directed by the Engineer-in-charge.
0.15
79011
11851.65
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CSRVol.5It.No.16.3.7PgNo.188fortheyear2024-25 - 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 - 600mm dia. complete and as directed by the Engineer-in-charge.
15
3140
47100
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CSRVol.3It.No.8.55PgNo.79fortheyear2024-25 - Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all aterials,
cost of steel, painting, centering, transportation charges & fixing charges. complete and as directed by the Engineer-in-charge.
1
5861
5861
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CSRVol.3It.No.8.15PgNo.67fortheyear2024-25 - 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. complete and as directed by the Engineer-in-charge.
100
530
53000
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