Improvements to Road from Ponnsamudra to Singareddyhalli in Pavagada Taluk

Improvements to Road from Ponnsamudra to Singareddyhalli in Pavagada Taluk

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable ...

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacte...

Construction of unlined surface drain of average cross ectional area 0.4 m2 in ordinary rock to specified lines, grades, levels and dimensions as per approved designand Technical Specification. (Excav...

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Vol-1, CSR for 2...

Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and Compact...

Wet Mix Macadam (Plant Mix Method) : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanica...

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 0.70 kg/m2 using mechanica...

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface ( Vol 3, CSR for 2023-24 Item No : 5.1(ii), Page No: 31 ...

Providing and laying Bituminous Macadam with 100 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, tran...

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG 30 bitumen to requ...