Construction Of Bt Road From Wockhardt To Jay Bhavani Chowk , Naregaon And Surfacing Of Bt Road From Railway Station To Tirupati Enclave , Item No . 1: Scarifying The Existing Granular Road Surface To A Depth Of 50 Mm And Disposal Of Scarified Material Within All Lifts And Leads Upto 1000 Metres . , Item No . 2: 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 . , Item No . 3: Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of 20Cm 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 50M . To 300M . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed . , Item No . 4: Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-3 Class Of 600Mm Diameter In Proper Line , Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc . Complete . , Item No . 5: Providing Isi Standard R . C . C . Pipes In Standard Lengths Of Following Class And Diameter Suitable For Either Collar Joints Or Rubber Ring Joints , Excluding Gst Levied By Goi And Gom In All Respect , Including Inspection Charges , Transport To Departmental Stores/ Site , Unloading And Stacking Etc . Complete As Per Is- 458/1988 Note : One Collar Should Be Supplied With Each Full Length Plain Ended Rcc Pipe , Cost Including In Rates Below . One Rubber Ring Should Be Supplied With Each Full Length Of Socketed Pipe , Cost Included In Rates Below . , Item No . 6: Providing Isi Standard R . C . C . Pipes In Standard Lengths Of Following Class And Diameter Suitable For Either Collar Joints Or Rubber Ring Joints , Excluding Gst Levied By Goi And Gom In All Respect , Including Inspection Charges , Transport To Departmental Stores/ Site , Unloading And Stacking Etc . Complete As Per Is- 458/1988 Note : One Collar Should Be Supplied With Each Full Length Plain Ended Rcc Pipe , Cost Including In Rates Below . One Rubber Ring Should Be Supplied With Each Full Length Of Socketed Pipe , Cost Included In Rates Below . , Item No . 7: Lowering , Laying And Jointing In Proper Grade And Alignment R . C . C . Pipes With Collar Joints In C . M . 1:1 Proportion Or Socketed R . C . C . Pipes With Rubber Joints ( Excluding Cost Of Rubber Ring Or R . C . C . Collar , ) Including Cost Of Conveyance From Stores To Site Of Work , Cost Of Jointing Material , Labour , Etc . Complete As Directed By Engineerin- Charge ( For All Class Of Pipes . ) As Per Is- 783-1985 . , Item No . 8: Lowering , Laying And Jointing In Proper Grade And Alignment R . C . C . Pipes With Collar Joints In C . M . 1:1 Proportion Or Socketed R . C . C . Pipes With Rubber Joints ( Excluding Cost Of Rubber Ring Or R . C . C . Collar , ) Including Cost Of Conveyance From Stores To Site Of Work , Cost Of Jointing Material , Labour , Etc . Complete As Directed By Engineerin- Charge ( For All Class Of Pipes . ) As Per Is- 783-1985 . , Item No . 9: Valve Hamber With Precast Steel Fibre Reinforced Concrete Frame And Covers ( S . F . R . C . Frame And Covers ) Providing And Constructing B . B . Masonry Valve Chamber With 15 Cm Thick 1:3:6 Proportion Pcc Bedding , Excluding Excavation , B . B . Masonry In C . M . 1:5 Proportion Precast Rcc Frame And Cover , Etc . Complete As Directed By Engineer-Incharge . , Item No . 10: Providing And Laying In Situ M10 Cement Concrete Of Trap/ Granite/ Quartzite/ Gneiss Metal In Foundation Including Necessary Centering , Formwork , Bailing Out Water , Compacting And Curing Etc . Complete . ( With Fully Automatic Micro Processor Based Plc With Scada Enabled With Reversible Drum Type Mixer With Natural Sand / Vsi Standard Artificial Sand ) , Item No . 11: Bituminous Macadam: Proving And Laying Bituminous Macadam Using Crushed Aggregates Of Grading 1 , 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 80/100 Mm Compacted Thickness With 3 . 3 % Using Specified Grade Of Bitumen . -- Using Batch Mix Type Hot Mix Plant With Scada , Sensor Paver , Vibratory Roller . ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) , Item No . 12: Providing Earth Work In Embankment With Approved Materials Obtained From Other Sources Upto Lead Of 50M . Including All Lifts , Laying In Layers Of 20Cm . To 30Cm . Thickness Breaking Clods , Dressing To The Required Lines , Curves , Grades & Section , Watering And Compaction With Vibratory Roller With V-Sat Attachment To Achieve Not Less Than 97 % Of Standard Proctor Density Etc . Complete ( Material Obtained From Other Sources ) , Item No . 13: Construction Of Granular Sub-Base By Providing Close Graded Material , Mixing In A Mechanical Mix Plant At Omc , Carriage Of Mixed Material To Work Site , Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density , Complete As Per Clause 401 -- Plant Mix Method And Grading - Ii Material , Item No . 14: Wet Mix Macadam -- 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 , Item No . 15: Prime Coat - Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying , Primer At The Rate Of 0 . 60 Kg/Sqm Using Mechanical Means . , Item No . 16: Dense Bituminous Macadam: Proving And Laying Dense Bituminous Macadam Using Crushed Aggregates Of Grading 1 , Premixed With Bituminous Binder Of Specified Grade Of Bitumen @ 4 . 50 Per Cent By Weight Of Total Mix And Filler , Transported To Site With Vts , Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level , Alignment , And Rolling To Achieve The Desired Density For 76-100 Mm Compacted Thickness . Using Batch Mix Type Hot Mix Plant With Scada , Sensor Paver , Vibratory Roller With Stone Dust Filler . ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) , Item No . 17: Providing And Applying Tack Coat On The Prepared Surface Heating By Fames In Boiler And Spraying Bitumen With Sprayer On Dry / Hungry B . T . Surface 3 Kg/10 Sqm . ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) , Item No . 18: Bituminous Concrete:- Providing And Laying Bituminous Concrete Using Crushed Aggregates Of Grading 1 , Premixed With Bituminous Binder @ 5 . 20 Per Cent By Weight Of Total Mix And Filler , 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 Mm Compacted Thickness With Specified Grade Of Bitumen , Excluding Prime / Tack Coat . For Bitumen Of Specified Grade -- Using Batch Mix Type Hot Mix Plant With Scada , Sensor Paver , Vibratory Roller With Stone Dust Filler . ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) , Item No . 19: Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 100Mm Thick In M-50 Grade Of Approved Size And Shape For City Streets And Road
