Construction Of Bt Road From Satara Police Station To H/O Shri . Pandav And Nearby Roads In Ward No . 115 , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravel Or Soft MurumIncluding Dressing Section To The Required Grade , Camber And Side Slopes AndConveying The Excavated Materials With All Lifts Upto A Lead Of 50M . And SpreadingFor Embankment Or Stacking As Directed . Item No . 2 . 11 , Conveying Materials For A Lead Of Over 5Km . Inclusive From The Site Of ExcavationTo The Site Of Deposition As Directed . ( Beyond Lead 5Km ) Item No . 2 . 25 ( Lead Chart C - 1 ) , Supplying Of 40 Mm Metal ( Hand Broken ) At Site Including Conveying And Stacking Etc Complete . As Per Rate Analysis , Spreading 40 Mm To 60 Mm Metal Including Sectioning Etc Complete . As Directed By Engineer In Charge As Per Rate Analysis , Compacting Sub Grade Gravel Over Size Metal ( Upto 200 Mm Loose ) / 40 Mm Size Metal ( Upto 100 Mm Loose ) Layers Upto 2 M To 7 M Wide With Power Roller Including Necessary Labours Materials And Artificial Water Etc . Comp . As Directed By Engineer In Charge . , Wet Mix Macadam -- Providing , Laying , Spreading And Compacting Graded StoneAggregate To Wet Mix Macadam Specification Including Premixing The MaterialWith Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By TipperTo Site , Laying In Uniform Layers With Paver In Sub- Base / Base Course On WellPrepared Surface And Compacting With Vibratory Roller To Achieve The DesiredDensity . Laying By Grader/Paver . Item No . 3 . 23 , Bituminous Macadam:--Providing And Laying Bituminous Macadam Using Crushed Aggregate Of Grading 1 , Premixed With BituminousBinder , Transported At Site With Vts , Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level , Alignment , And Rolling ToAchieve The Desired Density For 80/100 Mm Compacted Thickness With Drum Mix Type Hot Mix Plant With Scada Having Complying Essential Features Of Hot Mix Plant As Per Irc-27 2009 Specified Conditions AndAttachments Such As Electronic Load Sensor Based Belt Conveyers , Automatic Synchronization Of Bitumen And AggregateFedder , Built In Dust Controller System And Plc For Drum Mix Plant , Sensor Paver , And Vibratory Roller Excluding Prime/Tack Coat Etc . Complete --Bitumen 3 . 30% Of Specified Grade ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) Item No . 3 . 42 , Bituminous Concrete:--Providing And Laying Bituminous Concrete Using Crushed Aggregate Of Grading 1 , Premixed With BituminousBinder @5 . 40% By Weight Of Total Mix And Filler , Transported At Site With Vts , Laid Over A Previously Prepared Surface , Finished To TheRequired Grade , Level , Alignment , And Rolling To Achieve The Desired Density For 50Mm Compacted Thickness With Drum Mix Plant WithScada , Sensor Paver And Vibratory Roller Excluding Prime/Tack Coat Etc . Complete --Bitumen Of Specified Grade With Stone Dust Filler . ( Vg- 30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) Item No . 3 . 50 , Providing Bituminous Type A Liquid Seal Coat On Bituminous Surface IncludingSupplying All Materials And Bitumen Of Vg-30 Grade Preparing Existing RoadSurface , 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 . Item No . 4 . 01 , Testing For Job Mix Design With All Test On Basic Material For Dbm/Sdbc/As Etc Complete Pwd Dsr Page No . 362 Sr . No . 55 , Testing For Bm Job Mix Design ( Preparation Of Marshal Mould & Density ) Etc Complete Pwd Dsr Page No . 362 Sr No . 56
