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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
₹50,000
Closing Date
25 Sept 2024, 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
SRINIVASA M N
PROVIDING AND LAYING 230MM DIA SW PIPE LINE AT 17TH CROSS AND 18TH CROSS AGS Layout PP LAYOUT
BWSSB/2024-25/WS/WORK_INDENT973
BWSSB/2024-25/WS/WORK_INDENT973
Open
Water supply/sewage lines
Two Tender Document System(Two Cover)
BWSSB Executive Engineer South West Two
5 documents required · 5 mandatory
Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)
Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)
Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded
Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)
The Tenderer should have satisfactorily completed one similar work to an extent of 50% of the cost of the respective works. i.e.,Rs.13.76 Lakhs
The Tenderer Should have a in the last 5 years period achieved in at least one financial year a minimum turnover of not less than estimated cost of the respective works (Profit & loss account, Balance sheet certified/Audited by chartered accountant).i.e.,Rs.27.51 Lakhs
Contractors should have been a Civil contractor and have contractor registration in BWSSB or KPWD/KUWSDB, etc Those who does not have BWSSB registration can also participate in the tender provided they should get registered in the Board in case the tender is awarded before the issue of Work Order.
Assessed available tender capacity (AxNx2.5 - B). Rs.27.51 Lakhs
Form of tender is mandatory to upload in e-procurement portal.
₹590
₹50,000
12 Sept 2024
12 Sept 2024
26 Sept 2024
25 Sept 2024
PROVIDING AND LAYING 230MM DIA SW PIPE LINE AT 17TH CROSS AND 18TH CROSS AGS Layout PP LAYOUT 12.911528, 77.535302 COMING UNDER PP LAYOUT SERVICE STATION
Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. By Mechanical Means.
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shor...
Depth exceeding 1.50 m, but not exceeding 3.00 m.
In ordinary/soft rock without blasting upto 1.50 m depth Considering 10 percentage of EW qty upto 1.5mt Depth.
Considering 20 percentage of EW qty Depth exceeding 1.50 m, but not exceeding 3.00 m.
Supplying lowering laying, jointing, testing andcommissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber r...
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 metalof approved...
Additional points Between 1.00m to 2.00m Depths
Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2.0 M depth & SFRC cover & frame.
Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 3.0 M depth & SFRC cover & frame.
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 n...
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 50 m , and lift upto 1.5...
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 Materia...
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 0.90kg per m2 using mechan...
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Tack coat o...
Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 3.3percentage by weight of m...
Providing and 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 per cent of mix and fi...
Removal of unserviceable soil with disposal upto a suitable distance as directed by the Engineer incharge of work.
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K2 SWPL-08.doc
Tender Document • 1.03 MB
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