Krishna Bhagya Jala 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
₹ 48,662Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
KBJNL/2024-25/OW/WORK_INDENT1539Tender No
KBJNL/2024-25/OW/WORK_INDENT1539Tender Authority
Krishna Bhagya Jala Nigam Limited ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
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code04 - Cleaning Quadrangle chajjas including removing of dirt dust etc., using suitrable soap powder , coconut broomstick, squeezers / wipers/ rubber brushes, coir brushes, plastric brushjes, mugs, booster pumps with
portable arrangement, hose pipe etc., completeAll Lead and lift as directed by Engineer incharge of site
15.75
4201
66175.0425
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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 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other ppurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates All Lead and lift as directed by Engineer incharge of site
6288.45
16
103759.425
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code06 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 1.17.1 All kinds of soils. Depth upto 1.50 m In all kinds of soils Depth upto 1.5 m All Lead and lift as directed by Engineer incharge of site
275.1
252
69490.26
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code07 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for: PVC pipes 63mm dia, 10 kg/sqcm & class 5All Lead and lift as directed by Engineer incharge of site
169.05
382
64577.1
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code08 - Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 63 mm dia PVC Tee All Lead and lift as directed by Engineer incharge of site
80.85
25
2021.25
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code09 - Supply of PPR Ball valve plastic ( Heavy Body) confirming to IS 15801--2008 and DIN Standards 8077/8092 PPR Ball Valve Plastic (Heavy Body) 63mm All Lead and lift as directed by Engineer incharge of site
945
22
20790
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code10 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x4 Sqm All Lead and lift as directed by Engineer incharge of site
141.75
95
13466.25
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code11 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. All Lead and lift as directed by Engineer incharge of site
279.3
621
173445.3
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code12 - Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means All Lead and lift as directed by Engineer incharge of site
52.5
877
46068.75
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code13 - 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. All Lead and lift as directed by Engineer incharge of site
2686.95
131
353683.2285
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code14 - 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. Prime Coat over WMM/WBM All Lead and lift as directed by Engineer incharge of site
43.05
877
37776.375
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code15 - 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 at 3.3% 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 Bituminous Macadam Grading - I for traffic less than 20 MSA All Lead and lift as directed by Engineer incharge of site
7835.1
43
343804.188
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code16 - 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. All Lead and lift as directed by Engineer incharge of site
10659.6
21
233871.624
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code17 - 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. All Lead and lift as directed by Engineer incharge of site
556.5
46
26044.2
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