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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
Refer Docs
EMD Value
₹60,300
Closing Date
29 Dec 2025, 9:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Bengaluru Water Supply And Sewerage Board
PADMAJA
TENDER FOR THE WORK OF PROVIDING & LAYING 230MM DIA SW UGD PIPELINE & CONSTRUCTION OF MHS AT MUNESHWARA LAYOUT, KADUGODI AND SURROUNDING AREAS HOODI INPLACE OF EXISTING 200 MM DIA PIPELINE COMING UNDER HOODI S/STN OF AEE E11 SUB DIVISION
BWSSB/2025-26/WS/WORK_INDENT2656/CALL-2
BWSSB/2025-26/WS/WORK_INDENT2656/CALL-2
Reserved
Water supply/sewage lines
Two Tender Document System(Two Cover)
BWSSB Executive Engineer East One
4 documents required · 0 mandatory · 4 optional
The Tenderer should have satisfactorily completed as a Prime Contractor for atleast any Construction work to an extent of 25% of the Cost of the work i.e Rs.17.78 Lakhs with GST
₹1,510
₹60,300
22 Dec 2025
22 Dec 2025
31 Dec 2025
29 Dec 2025
TENDER FOR THE WORK OF PROVIDING & LAYING 230MM DIA SW UGD PIPELINE & CONSTRUCTION OF MHS AT MUNESHWARA LAYOUT, KADUGODI AND SURROUNDING AREAS HOODI INPLACE OF EXISTING 200 MM DIA PIPELINE COMING UNDER HOODI S/STN OF AEE E11 SUB DIVISION
Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and un-serviceable materials separately, Bituminous Course
Earthwork excavation for pipeline trenches in all kinds of soils by Mechanical means above 600mm trench width as per drawing and technical specifications, including setting out, Construction of shorin...
1.50 Mtrs to 3.00 Mtrs Depth
Earthwork 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,...
Depth Exceeding 1.50 Mtrs but not Exceeding 3.00 Mtrs
Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber...
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50m, and lift upto 1.50m...
Providing and Constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved qu...
Above 1.00 Mtrs depth MH's interms of 0.1 Mtrs
Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the same dimensions, with machine made wire cut brick in CM 1:4 with ordinary portland cement etc. ...
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 ...
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the Materials with water at OMC in Mechanical Mix Plant carriage of Mixed Mate...
Providing & Applying Primer Coat with SS1 Grade Bitumen Emulsionon prepared surface of granular base including cleaning of road surface & spraying primer at the rate of 0.70 Kg/Sq Mtr using Mechanical...
Tack Coat:Providing & Applying Tack coatwith RS1 Bituminous emulsion using emulsion pressure distributor at the rate of 0.25 Kg/Sq.Mtrs on the prepared bituminous surface as per Morth Specifications N...
Providing & Laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of Mix, transp...
Providing & laying Bituminous Concrete with 120 TPH Capacity hot mix plant batch type using crushed aggregates of specified grading , premixed with bituminous binder VG-30 @ 5.2 Percent of mix & fille...
Removal of Un-serviceable soil with disposal upto a suitable distance as directed by the Engineer in charge of the work
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