BRR : 9470552
Click Here To View Tendering Authority. Technical Bid City/State :  Firozabad, Uttar Pradesh
Tender Brief : Tender For Bharaul Abadi Bhag Road Km 1,2(200) - Stablized Wet Mix Macadam Providing, laying, spreading of graded stone aggregate (WMM) aftermixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer sub base/subgrade and compacting with the road roller to achieve the desired density. 2 Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 3 Providing and layin... Read More
Tender Value
31,90,000
Submission Date
08-02-2025
Participated Bidder List
1 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics
Work Detail
tender for bharaul abadi bhag road km 1,2(200) - stablized wet mix macadam providing, laying, spreading of graded stone aggregate (wmm) aftermixing with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% opc cement and 3.5% emulsion in uniform single layer sub base/subgrade and compacting with the road roller to achieve the desired density. 2 providing and applying tack coat with bitumen vg-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 3 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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. 509 complete in all respects 4 earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. the earth in form of cutting to be used as spoil banks within 50m distance as directed by the engineer-in-charge.
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