Directorate Of Municipal Administration 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.

Directorate Of Municipal Administration - DMA Tender

Civil And Construction
Irrigation Work
Opening Date29 Jan 2022
Closing Date8 Feb 2022
Tender Amount₹ 58,02,787 
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Supplying HDPE Pipes conforming to IS 4984:1995 with letest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering in to trenches, laying true line and jointing of pipes and specials by electrofusion welding , including encaing the pipe arround to a Depth not less then 15cm with soft gravel or selected earth avelable from the Exacavation etc. complete giving Hydralucis tests as per relevant ISS with all lead and lift including testing and commissioning. the rate is exclusive of required specels fitting etc., complete ( Contractor will make his own arrenment for pracuring water of testing ) (P.No. 32, I.No. 2(2,6) PN 8.0, 75mm dia

1820

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380380

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Supplying HDPE Pipes conforming to IS 4984:1995 with letest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering in to trenches, laying true line and jointing of pipes and specials by electrofusion welding , including encaing the pipe arround to a Depth not less then 15cm with soft gravel or selected earth avelable from the Exacavation etc. complete giving Hydralucis tests as per relevant ISS with all lead and lift including testing and commissioning. the rate is exclusive of required specels fitting etc., complete ( Contractor will make his own arrenment for pracuring water of testing ) (P.No. 32, I.No. 2(2,6) PN 8.0, 25mm dia

1000

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162000

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Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm thick, including disposing of the surplus earth with a lead of 200 meters. (P.No. 6, I No2.10)

1066.5

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109849.5

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Supplying and delivery of Resilient seated soft sealing sluice valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000/DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. Pa. No. 18, It. No. 11(2,3) 150mm dia

4

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75860

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Supplying and delivery of Resilient seated soft sealing sluice valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000/DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. Pa. No. 18, It. No. 11(2,3) 80mm dia

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42760

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Construction of granular sub-base Grading-V as sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, complete as per specifications. Clause 401 of MORTH V Revision. (P.No. 153, I.No. 20.5)

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16236

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KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 (P.No. 155, I.No. 20.18)

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16893

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KSRRB M500-18. Providing and laying semi dense bituminous concrete 25 mm thick using using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects as per specifications [P- 160, I- 21.20.1] Using 120 TPH Capacity Ashphalt batch mix plant with sensor paver Grade 1 35mm to 40mm with 4.5% VG -30 Btumen.

1.8

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13483.8



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