Tender For Strengthening Of Road From G-21/22 (Competent Motor) Rattan Park To Wz-2 Ramgarh Gali No.1 And Relaying Of Interlocking Tiles On Berm In Ward No.003-S/Wz By Pdg. Bitumen Macdam, Bituminous Concrete, Bitumen Emulsion, Road Marking Strips, I, Delhi-Delhi
TDR : 34630368
Tender Notice
BOQ
Expired
Delhi
Delhi
Tender For Strengthening Of Road From G-21/22 (Competent Motor) Rattan Park To Wz-2 Ramgarh Gali No.1 And Relaying Of Interlocking Tiles On Berm In Ward No.003-S/Wz By Pdg. Bitumen Macdam, Bituminous Concrete, Bitumen Emulsion, Road Marking Strips, I
Name of Work: Strengthening of Road from G-21/22 (Competent Motor) Rattan Park to WZ-2 Ramgarh Gali No.1 and Relaying of interlocking tiles on berm in Ward No.003-S/WZ by pdg. Bitumen Macdam, Bituminous Concrete, Bitumen Emulsion, Road marking strips, Interlocking Paver blocks etc. in Raja Garden.
Sl. No.
Item Description
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PART \"A\"
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom: With medium setting bitumen emulsion; On bituminous surface@ 0.25kg/sqm
3
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge: 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
4
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge: 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
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