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
₹ 13,800Document Cost
Refer DocumentsTender Fee
₹ 500
Summary
Removal Of Silt And Jungle And Improvements To Service Road From Km 0.00 To 9.00 And Repairs To Structures In 4r, 8l, 11l And 18l Minor Of D-13 Under Rbhlc
Description
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Contact
Tender Id
KNNL/2023-24/IW/WORK_INDENT861Bid Award Id
ViewTender No
KNNL/2023-24/IW/WORK_INDENT861Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
code04 - 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 appurtenances required to complete the work , complete as per the direction of Engineer incharge of work. In all Kinds of soils Depth upto 3 m.
3.6
107
385.56
code05 - 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 150mm thickness, well compacted using plate vibrator, 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 and as per the direction of Engineer incharge of work. Mix 1:2:4 using 40mm nominal size graded crushed coarse aggregates .
1.89
6463
12216.582
code06 - Providing and Constructing un-coursed rubble stone masonry with approved stones in CM 1:4 Proportion by volume portions of return walls /abutments/similar structure including cost of all materials, labour,cleaning, batching and mixing mortar, packing mortar and wedging stone chips into joints, finishing, curing and all other ancillary operations, complete and as per the direction of Engineer incharge of work. For Super-Structure
25.2
4674
117799.92
code07 - Providing and fixing 100 mm thick burnt stone slab for coping set in CM 1:6 Proportion by volume with pointing to joints in CM 1:3 Proportion by volume including cost of all materials, labour, batching and mixing mortar, finishing, curing and all other ancillary operations, complete and as per the direction of Engineer incharge of work. a)Roughly dressed
2.8
1055
2954.7
code08 - Providing cement mortar pointing to coursed rubble (size stone) face stone masonry in CM 1:2 Proportion by volume including cost of all materials, labour, raking and cleaning joints for 50 mm depth, batching and mixing mortar, pressing mortor into joints, finishing, curing and all other ancillary operations, complete and as per the direction of Engineer incharge of work.
50.4
202
10213.56
code09 - Providing casing embankment for breached / damaged portion of canal using approved pervious /semi-pervious soil in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, sectioning sides / edges, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller or pneumatic / vibrating plate compactors with all other ancillary operations, complete and as per the direction of Engineer incharge of work. From Borrow areas
202.64
691
140216.748
code10 - Providing and laying insitu vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations,complete as per the direction of Engineer incharge of work.
0.06
6486
389.214
code11 - Providing and laying insitu vibrated M-20 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, supports, placing in position, levelling, vibrating, finishing, junction of bed and sides to required curvature, finishing side slopes, curing with all other ancillary operations,complete as per the direction of Engineer incharge of work.
0.47
9509
4469.6295
code12 - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossings as per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications and as per the direction of Engineer incharge of work a)300 mm dia
2.5
895
2239.125
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