Karnataka Slum Development Board 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.

Karnataka Slum Development Board - KSDB Tender

Civil And Construction
Opening Date26 Sep 2024
Closing Date10 Oct 2024
Tender Amount₹ 99,99,999.99 
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004 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification ---- With all Lead and Lift Loading and unloading as per the direction of engineer in charge

9.179

82961

761504.06745

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005 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water,all materials,usage& all other appurtenaces required to complete the work. ---- With all Lead and Lift Loading and unloading as per the direction of engineer in charge

212.48

497

105751.296

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006 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of nserviceable material and stacking the serviceable material with all lifts and lead Cement Concrete Grade M-15 & M-20. ---- With all Lead and Lift Loading and unloading as per the direction of engineer in charge

839.4

979

822318.21

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007 - Compacting Original Ground, Compacting original ground supporting embankment, Loosening, leveling and Compacting original ground supporting, embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and, then compacted by rolling so as to achieve minimum dry density, as given in Table 300-2 for embankment construction. ---- With all Lead and Lift Loading and unloading as per the direction of engineer in charge

1625.8

110

179244.45

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008 - 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 ---- With all Lead and Lift Loading and unloading as per the direction of engineer in charge

243.87

2686

655266.4965

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009 - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine ggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. ---- With all Lead and Lift Loading and unloading as per the direction of engineer in charge

162.58

5166

839888.28

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010 - Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation.membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. ---- With all Lead and Lift Loading and unloading as per the direction of engineer in charge

209.85

8230

1727264.8575

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011 - Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using oncrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge ---- With all Lead and Lift Loading and unloading as per the direction of engineer in charge

273.8

73

20124.3

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012 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- With all Lead and Lift Loading and unloading as per the direction of engineer in charge

198

497

98544.6



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