Repairing Of Cement Concrete Road And B.T Road Pot Holes At Nagar Parishad Wadi Area From Ward No.1 To 25 At N.P. Wadi Dist- Nagpur , Repairing Of Cement Concrete Road And B.T Road Pot Holes At Nagar Parishad Wadi Area From Ward No.1 To 25 At N.P. Wadi Dist- Nagpur , Removing Rich Mix Cement Concrete Including Stacking The Spoils As Directed With All Leads, Lifts Etc, Complete. , 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. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting With Vibratory Roller To The Required Density. By Mechanical Means -Grading I (Using Screening Type B (11.2 Mm) Aggregate , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting With Vibratory Roller To The Required Density. By Mechanical Means - Grading Ii (Using Screening Type B (11.2 Mm) Aggregate , Providing Soling Using 80Mm Size Trap Metal In15cm.Layer Including Filling Voids With Crushed Sand/Grit, Ramming, Watering Etc. Complete.As Directed By Engineer Incharge. , Providing & Laying Insitu Cement Concrete Of M10 Proportion Withtrap /Granite/Quartzite/Gneiss Metal In Foundation In Cluding Necessary Formwork Compacting And Curing Etc. Complete. With Reversible Drum Type Mixer With Scada. With Crushed Sand . , Providing And Laying In-Situ M30 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate( Natural Sand/ Vsi Grade Finely Washed Crushed Sand) Conforming To Is 383, Using Fine And Coarse Aggregates Combined Gradation As Per Table 600-3 Of Morth Specification 2013, Mixed In A Batching And Mixing Plant/ Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design, Admixtures, Transporting To Site, Spreading, Laying With Approved Make Paver,Compacted And Finished In A Continuous Operation, Finishing To Lines And Grades As Directed By Engineer-In-Charge And Curing By Curing Compound /By Providing Cement Vata In Cement Mortar 1:8 @0.6M X 0.6M Centre To Centre, Admeasuring 80 Mm At Bottom And 40 Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge. , Supplying Soft Murum At The Road Site, Including Conveying And Stacking Complete , Spreading Hard Murum/ Soft Murrum/ Gravel Or Kankar For Side Width Complete , Transportation Of Debris ,Excavated Material As Directed By Engineer Incharge , 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) , Bituminous Concrete:-Providing And Laying Bituminous Concrete Using Crushed Aggregates Of Grading1, Premixed With Bituminous Binder @5.20Per Cent By Weigh To Ftotalmix And Filler, Transported To Site With Vts, Laid Over Apreviously Prepared Surface, Finished To The Required Grade, Level, Alignment, And Rolling To Achieve The Desired Compaction For 50Mm Compacted Thickness With Specified Grade Of Bitumen, Excluding Prime /Tack Coat . For Bitumen Of Specified Grade--Using B At Chmixtype Hotmixplant With Scada, Sensor Paver, Vibratory Roller With Stone Dustfiller.(Vg-30Bulkbitumenrates Are Considered To Arrive At Rates) , Open Graded Premix Surfacing- Providing And Laying Ogc 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates 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 But Excluding Prime / Tack And Seal Coat. For Bitumen Of Specified Grade--Using Drum Mix Type Hot Mix Plant With Scada, Paver And Vibratory Roller ( Over Mpm Surface) (Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates) , 9 Mm Seal Coat: Providing And Laying Of Type A 9Mm Premix Seal Coat With Hmp Of Apropriate Capacity Crushed Stone Chiping 6.7 Mm Size And Penetration Bitumen Of Specified Grade @ 1.2Kg/Sq.M, Preparing Existing Road Surface 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)
