Karnataka Urban Water Supply And Drainage Board 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
₹ 37,184Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KUWSDB/2022-23/WS/WORK_INDENT3142Bid Award Id
ViewTender No
KUWSDB/2022-23/WS/WORK_INDENT3142Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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BOQ Items
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Earth work in excavation for pipeline trenches beyond 600 mm dia upto 1500 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps 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., complete in the following strata.Ordinary rock comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or disintegrated rock which may be querried of split with crow bars. Boulders which do not require blasitng having max. dia in any direction of more than 300mm; found laying loose on the surface r embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin
213.41
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31038.35
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Earth work in excavation for pipeline trenches beyond 600 mm dia upto 1500 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps 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., complete in the following strata.Hard rock- Any rock or cement concrete or RCC, excavation by using mechanical plant/ machinery.
640.22
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547042.38
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Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials (including cost of specials) giving hydraulic test as per relevant ISS with all lead and lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, Stub ends, flanged sets, bends, reducers etc., complete (Contractor will make his own arrangement for procuring water for testing)HDPE Grade - PE100 conforming to IS 4984 - 1995 PN 8.00 75mm dia PE100 PN8
1124
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212289.88
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Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite, rolling and loweringinto trenches,laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials, (including cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap solution, soft soap, waste etc., and giving necessary hydraulic test to the required preswssure as per ISS with all lead and lift including cost of jointing materials. (contractor will make his own arrangements for procuring water for testing). 150mm dia DI K-7 Class
409
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545278.8
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Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness including disposing off the surplus earth with a lead & lift
1067.04
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111004.17
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Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 1.5 m, excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatlyafter breaking of clods complete as per specifications.
3.2
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420.16
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Cleaning the existing WBM road surface including removing of binding materials other foreign matter with wire brushed and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air, to receive bituminous treatment including cost of all materials, labour, HOM of machineries complete as per MORT & H
3.2
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67.87
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Construction of grannular sub base by providing close graded material mixing in a mechanical mix plant at OMC carriage of mixed material to work site spreading in unifrom layers with motor grader on prepared surface and compacting the the vibratery power roller to achieve the desired density complete as per specification. A-Plant mixed method for grading II material.
2.4
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4508.64
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Providing and applying primer coat with SS Bitumen emulsion on prepared surface of granular base such as WBM, WMM, including ceaning of road suface and spraying primer at the rate of 0.6 kg/ sqm using mechanical means complete as per specifications.
16
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549.44
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Providing and laying Bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base/binding coarse including loading of aggregates with F.E loader hot mixing of stone aggregates and bitumin hot mix plant , transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve desired density, but excluding cost of primer/tack coat with lead,lift & cost of all material labour HOM of machinery, complete as per specifiaction-D0- using 100/120 TPH Capacity HMP with sensor paver grade 50/75mm compacted thickness with 3.3 % VG-30 bitumin
0.8
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5337.65
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Providing and applying tack coat with using 80/100 grade bitumen (VG10) on granular base such as WBM surfaces hot bitumen primed at 4 kg per 10 sqm heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials labour, HOM complete as per specifications.
16
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371.68
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Providing and laying semi dence Bituminous concrete using crushed aggregates of specified grading premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the requrid grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per MORTH specifiaction
0.5
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3784.98
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