Krishna Bhagya Jala 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
₹ 4,07,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KBJNL/2021-22/IW/WORK_INDENT21792Bid Award Id
ViewTender No
KBJNL/2021-22/IW/WORK_INDENT21792Tender Authority
Krishna Bhagya Jala Nigam Limited ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
Excavation in hard rock of all toughness by blasting including boulders4.4.1. above 0.6 m dia. 0.113 cum) for foundations of canal cross drainage and other appurtenant structures deploying jackhammers for dilling holes and placing the excavated hard rock neatly in specified dump area or stack yard as directed including cost of all materials, machinery, labour etc., complete with lead upto 50 m and lift upto 1.5 m. complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
851.02
-
538695.66
Providing and filling foundation with granite/trap broken metal 100 mm and down size, with approved sand including hand packing, ramming, watering, including including cost of all material and labour with all lead and lift complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
249.9
-
512569.89
Providing and laying Plain cement concrete of mix 1:3:6 with OPC @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
200.6
-
1057651.46
Providing and laying Plain /Reinforcement Cement Concrete M20 with OPC@ 320 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplasticizer @31ts confirming to IS9103-1999 Reaffirmed-2008 in Open Foundation complete as per Drawing and Technical Specifications including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
110.16
-
559793.46
Providing and laying Design mix M20 with OPC @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
269.28
-
1458867.48
Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
1079.5
-
6013138.85
Supplying, fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specification complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
118.63
-
8640131.34
Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
719.1
-
751574.56
PCC M15 Grade levelling course below approach Slab complete as per drawing and technical specification. complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
22.1
-
127015.77
:Reinforced cement concrete approach slab including reinforcement and form work complete as per drawing and tecnical specification complete as per specifications. MORTH complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
81.6
-
877934.4
Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
122.4
-
271294.7
(ii) : Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specification complete as per specification. MORTH Specification complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
1020
-
128662.8
Providing and laying Cement Concrete wearing coat with OPC cement design mix M30 @ 360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregates @ 0.46 cum, with superplasticiser @ 3 litrs confirming to IS 9103-1999 Reaffirmed -2008 including reinforcement complete as per Drawing and Technical Specifications complete as per specifications, complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
51
-
568116.54
KSRRB M2700-5 : Drainage spouts complete as per drawing and technical specification complete as per specification complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
68
-
111868.16
Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
1054
-
163117.04
Providing casing embankment using semi-pervious/pervious soil from approved dump 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 etc., c complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
13876.8
-
3424794.24
Providing semi-pervious/pervious casing embankment with soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, labour, machinery, all operations such as excavation, sorting out, transporting, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95% or as stipulated by power rollor etc., complete with initial lead upto 1 Km and all lifts. complete with all lead and lift loading and unloading and as per direction of Engineer-in-charge.
5277.6
-
1439729.28
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