UT Administration Of Dadra And Nagar Haveli Tender

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The UT Administration Of Dadra And Nagar Haveli has issued a formal invitation for competitive bids for Construction Of Service Roads Of Flyover Bridge At Dokmardi Junction At Silvassa In Dnh. in Dadra & Nagar Haveli, with an estimated contract value of Rs. 8,06,90,140. The bid opening date for this tender is 10-06-2024 and the last date for bid submission is 24-06-2024. Interested bidders for UT Administration Of Dadra And Nagar Haveli tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

UT Administration Of Dadra And Nagar Haveli Tender

Opening Date10 Jun 2024
Closing Date24 Jun 2024
Tender Amount₹ 8,06,90,140 
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Plain/Reinforced cement concrete, in M30 Retaining Wall Complete as per drawing and technical specification - RCC M30 Grade with Batching Plant, Transit Mixer and Concrete Pump

300.6

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Providing and laying dense graded bituminous macadam with 50-75 mm thick with 100-120 TPH batch type HMP 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% by weight of total mix of mix 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. 507 complete in all respects.) - For Grading II (50-75 mm thickness using 4.50% bitumen).

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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.)

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Wet Mix Macadam (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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

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