Construction Of Concrete Road From Deepali Hotel To Mukundwadi Railway Station And Surfacing Of Bt Road At Railway Station Flyover , A , 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: Providing And Applying Cement Slurry On Existing Bt Road With And Before Laying Of Dlc At The Rate 1 . 75Kg/Sqm Cement Spreading The Same Uniformely Over The Surface Etc . Complete As Ddirected By Engineer In Charge ( Rate Excluding Scaryfying And Brooming ) As Per Rate Analysis Reference Of Dsr Table No . 13 . 1-Consumption Of Cement / Item No . 43/-308 , Item No . 3: 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 . 4: 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 . 5: 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 . 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: 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 . 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: 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 . 10: 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 . 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 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 . 13: Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383 , The Size Of Coarse Aggregate Not Exceeding 25 Mm , , Cement Content Not To Be Less Than 150 Kg/ Cum , Optimum Moisture Content To Be Determined During Trial Length Construction , Concrete Strength Not To Be Less Than 10 Mpa At 7 Days , Mixed In A Batching Plant/ Weigh Batch Mixer , Transported To Site With All Leads And Lifts , Laid With A Paver With Electronic Sensor /By Suitable Means As Approved By Engineer-In-Charge , Compacting With Vibratory Roller , Finishing , Curing And Including Preparation Of Sub-Grade Surface If Required Etc . Complete . , Item No . 14: Providing And Fixing In Position Tmt Fe 500 , 25Mm Dia Dowel Bars Precoated With Anticorrosive Epoxy Paint Of Required Dia . 60 Cms . Long And At 30 . 00 Cm . C/C And Wherever Directed Including Handling , Straightening , Necessary Cutting Supported By Tmt Fe 500 , Chairs With Proper Alignment By Using Properly Designed Assembly Of Bulkheads Lubricating Half Length With Bituminous Paint As Directed Etc . Complete . , Item No . 15: Providing And Fixing In Position Tmt Fe 500 , Tie Bars Precoated With Anticorrosive Epoxy Paint Of 12 Mm Dia . 70 Cms . Long And At 30 . 00 Cm . C/C And Wherever Directed Including Handling , Straightening Wrapping With Paper Of Approved Quality For Half Length , Necessary Cutting , Handling , Straightening , Supported By Assembly Of Tmt Fe 500 , Chairs With Proper Alignment Etc . Complete . , Item No . 16: Providing And Laying In-Situ M40 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is 383 , Using Fine & 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 . , Item No . 17: Providing Reinforced Cement Concrete Crash Barrier At The Edges Of The Road , Approaches To Bridge Structures And Medians , Constructed With R . C . C . M 30 Grade Concrete With Hysd Reinforcement Conforming To Irc:21 And Dowel Bars 25 Mm Dia , 450 Mm Long At Expansion Joints Filled With Pre-Moulded Asphalt Filler Board , Keyed To The Structure On Which It Is Built And Installed As Per Design Given In The Enclosure To Most Circular No . Rw/Nh - 33022/1/94-D
