Karnataka 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
₹ 83,000Document Cost
Refer DocumentsTender Fee
₹ 1,040
Summary
Construction Of Road To Koujalagi Dy To Kulgod-yadwad Main Road
Description
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Contact
Tender Id
KNNL/2024-25/RD/WORK_INDENT1863Tender No
KNNL/2024-25/RD/WORK_INDENT1863Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
Instructions to Tenderers
BOQ Items
004 - Construction of Embankment with Using naturally occuring gravel Granular sub-base/base/surface course with local material(Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surfase,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.with all lead and lifts.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
800
433
346920
005 - construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions.exavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per technical specification clause 307.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
1000
19
19010
006 - Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3- wheeled steel/vibratory roller 8-10 tonnes static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per Specification Clause 405). Grading II . By mechanical means.
281.25
2972
836029.6875
007 - Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3- wheeled steel/vibratory roller 8-10 tonnes static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per Specification Clause 405). Grading III . By mechanical means. complete with all lead and lifts as per Direction of the Engineer. In -Charge.
281.25
2908
818015.625
008 - providing and applying primer coat, with bitumen emulsion (SS-1) on prepared surface of granualar surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
3750
55
208687.5
009 - providing and applying tack coat, with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.0-25 kg/sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
3750
14
55125
010 - Providing and laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (type B) aggregates using VG-30 required line, grade and level to serve as wearing course on a Previous Prepared base, including mixing in a suitable hot plant,of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller finishing to required level and grade.complete with all lead and lifts as per Direction of the Engineer. In -Charge.
3750
176
661500
011 - Earth work excavation by manual means for drains,cbles, waste weir draft, approch channels,Key trench,foundation of bridges and such similar works, as per drawing and techanical specifications,including setting out,shoring,strutting,barricading,caution lights,excavated surface leveled and sides neatly dresed disposing off or leveling the ecavated stuff or sorting & Stacking the selected stuff for reuse in a radius of 50 m and lift up to 1.50 m including cost of labour,tools usage & others appurtences required to complete the work. complete with all lead and lifts as per Direction of the Engineer. In complete with all lead and lifts as per Direction of the Engineer. In -Charge.
22.99
358
8231.5695
012 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crused graded coarse aggregates and fine aggregates as per relvent 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 others appurtences required to complete the work as per techanical specifications ( the cost of Steel reinforcement & form work shall be paid separately) complete with all lead and lifts as per Direction of the Engineer. In -Charge.
2.71
6014
16299.024
013 - Providing and laying in position Reinforced cement concrete for all super structures of building,road works, water works,Irrigation works & super strucures works of bridges up to 3.50 m height. The granite/ trap/basalt crushed gre\aded coarse aggregates and fine aggregates as per relevent is codes machine mixed with suoer plasticisers laid in layers, well compacted using needle vibratores. The cost includinges all lead & Lifts, cost of all materials, quality chrages of machinery, curing and all other appurtenances required to complete the work as per techanical specifications. ( The cost of steel reinforcement, dowel bars & form work.to be paid separately ).( 20 m 20 Concrete). complete with all lead and lifts as per Direction of the Engineer. In -Charge.
25.73
6491
167016.003
014 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacentmembers whereever necessary complete as per Design including costof material, labour, usage charges complete as per specifications. (Thelaps and wastages shall not be measured separately). complete with all lead and lifts as per Direction of the Engineer. In -Charge.
673.45
96
65055.27
015 - Providing and laying Reinforced cement concrete pipe Np-4 prestresses concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement morter 1;2 but excluding excavation.protection works.backfilling.concrete and masanery works in head walls and parapets. ( 1000 mm Dia). complete with all lead and lifts as per Direction of the Engineer. In -Charge.
7.5
9307
69804.675
016 - Filling available excavated earth ( excluding rock) in trenches,plinth,sides of foundations and other similar works etc.in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering with alead up to 50 m, and lift up to 1.50 m including cost of all labour complete as per specifications. complete with all lead and lifts as per Direction of the Engineer. In -Charge.
94.06
214
20147.652
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