Improvement And Asphalting Of South Side Road Slip Road Near Railway Station Fly Over Bridge . , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravel Or Soft Murum Including Dressing Section To The Required Grade , Camber And Side Slopes And Conveying The Excavated Materials With All Lifts Upto A Lead Of 50M . And Spreading For Embankment Or Stacking As Directed . As Per Ssr Item No . 2 . 11 . , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of20cm To 30Cm . Breaking Clods , Dressing To The Required Lines , Curves , Grades And Section , Watering And Compacting To Not Less Than 97% Of Standard Proctor Density For A Lead Of Over 5 K . M . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed . As Per Ssr Item No . 2 . 25 ( Lead Chart C -1 ) . , Construction Of Granular Sub-Base By Providing Close Graded Material , Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface , Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Vibratory Roller To Achieve The Desired Density , Complete As Per Clause 401 -- Plant Mix Method And Grading - Ii Material . As Per Ssr Item No . 3 . 02 . , 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 . Laying By Grader/Paver . As Per Ssr Item No . 3 . 23 . , Proving And Laying Bituminous Macadam Using Crushed Aggregates Of Grading 2 , Premixed With Bituminous Binder , Transported To Site With Vts , Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level , Alignment , And Rolling To Achieve The Desired Compaction For 50/75 Mm Compacted Thickness With 3 . 4 % Vg-30 Bitumen . -- Using 80 Tph Batch Mix Type Hot Mix Plant With Scada , Sensor Paver , Intelligent Compactor With Compaction Analyzer And V-Sat Attachment . ( Excluding Tack Coat ) . As Per Ssr Item No . 3 . 40 . , Providing And Applying Tack Coat With Bitumen Emulsion ( Rs1 ) Using Emulsion Pressure Distributer At The Rate Of 0 . 20 Kg Per Sq . M . On The Prepared Bituminous Cleaned With Mechanical Broom . As Per Ssr Item No . 3 . 34 . , Providing And Laying Bituminous Concrete Using Crushed Aggregate Of Grading 2 , Premixed With Bituminous Binder @5 . 4% By Weight Of Total Mix And Filler , Transported At Site With Vts , Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level , Alignment , And Rolling To Achieve The Desired Density For 30/40 Mm Compacted Thickness With Drum Mix Plant With Scada , Sensor Paver And Vibratory Roller Excluding Prime/Tack Coat Etc . Complete --Bitumen Vg- 30 Grade With Stone Dust Filler . As Per Ssr Item No . 3 . 51 . , Providing Bituminous Type A Liquid Seal Coat On Bituminous Surface Including Supplying All Materials And Bitumen Of Specified Grade Preparing Existing Road Surface , Heating And Applying Bitumen @ 0 . 98 Kgsqm . By Mechanical Means , Spreading Chips And Rolling , By Static Roller Having Weight 8 To 10 Mt . Etc . Complete . ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) . As Per Ssr Item No . 4 . 01
