Periodical Maintenance Of 5 Years Completed Pmgsy Road Mugapala To Balikiari Road From 0 / 0Km To 0 / 524 Km Including Construction Of One No Box Cell Culvert For The Year 2020-21 . , Clearing And Grubbing Road Land Including Uprooting Wild Vegetation , Grass , Bushes , Shrubs , Saplings And Trees Of Girth Upto 300 Mm , Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials By Manual Means And Stacking Of Serviceable Material To Be Used Or Auctioned , Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Clause 201 . Of Mord Specification For Rural Roads & As Per Direction Of The Engineer-In-Charge . , Providing , Laying , Spreading And Compacting Stone Aggregates Of Following Size Water Bound Macadam Specification ( 75Mm Compacted Thick ) Including Spreading In Uniform Thickness , Hand Packing , Rolling With 3 Wheeled Static Roller 8-10 Tonnes In Stages To Proper Grade And Camber , Applying And Brooming Requisite Type Of Binding Materials To Fill Up The Interstices Of Coarse Aggregate , Watering And Compacting To The Required Density As Per Clause 404 Of Mosrt&H Specifications For Road & Bridge Works ( 4Th Revision ) Including Hire And Running Charges Of Prr And All Other Machinaries Including All Labour , T&P And Cost , Conveyance Royalty & Taxes Of All Materials Required For The Work Complete In All Respect As Per Direction Of The Engineer-In-Charge . , Wbm - Gr- Ii , Wbm - Gr- Iii , Cleaning The Existing Granular Base Surface Including Removal Of Binding Materials And Other Foreign Materials With Wire Brushes And Small Brooms Or Soft Brushes And Finally Dusting With Gunny Bags And / Or Compressed Air To Receive Bituminous Treatment As Per Direction Of The Engineer-In-Charge . , Providing And Applying Tack Coat With Bitumen Emulsion ( Ms ) Using Emulsion Distributor At The Rate Of 0 . 40 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 Of Mord Including Cost , Lead , Lift Royality And Taxes Of All Materials Required For The Work Etc . Complete And As Per Direction Of The Engineer -In- Charge . , Cleaning The Existing Bituminous Surface Including Removal Of Binding Materials And Other Foreign Materials With Wire Brushes And Small Brooms Or Soft Brushes And Finally Dusting With Gunny Bags And / Or Compressed Air To Receive Bituminous Treatment As Per The Direction Of Eic . , Providing And Applying Tack Coat With Bitumen Emulsion ( Ms ) Using Emulsion Distributor At The Rate Of 0 . 2 Kg Per Sqm On The Prepared Bitumen Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 Of Mord Including Cost , Lead , Lift Royality And Taxes Of All Materials Required For The Work Etc . Complete And As Per Direction Of The Engineer -In- Charge . , Providing & Laying Semi Dence Bituminious Concrete With Batch Type Hot Mix Plant Using Crushed Aggregate Of Specified Grading , Premixed With Bituminous Binder Of 60 / 70 Graed Of Bitumen Transporting The Hot Mix To Work , Laying With A Hydostatic Paver Finisher With Sensor Control To The Required Grade , Level& Alignment , Rolling With Smooth Wheel Vibratory & Tandem Roller To Achieve The Desire Compaction As Per Direction Of Engineer - In - Charge . , Providing , Spreading And Consolidation Of Moorum With Prr Including Watering Including Cost , Conveyance , Royalty And Taxes Of All Material Labour And T&P Required For The Work Etc . Complete As Per The Direction Of The Engineer-In-Charge . , Finishing Walls With Water Proof Cement Paint Of Approved Shade 2 Coats To Give An Even Surface Including Cost Conveyance Etc . As Per Direction Of The E . I . C , Filling In Foundation And Plinth With Sand Well Watered And Rammed Including Cost , Conveyance , Royality And All Other Taxes Of Materials , Labour Charges , T&P Etc Required For The Work Complete . As Per Direction Of The E . I . C , Cement Concrete ( 1:3:6 ) Using 4Cm Size Bhg H . B . Metal Including Cost Conveyance Royalaties Taxes Of All Materials Etc Complete As Per Direction Of The E . I . C , Providing Concrete For Plain / Reinforced Concrete In M15 ( 1:2 . 5:5 ) Open Foundations Complete As Per Drawings And Technical Specifications Clause 802 , 803 , 1202 & 1203 Complete As Per Direction Of The E . I . C , Plain / Reinforced Cement Concrete In M15 ( 1:2 . 5:5 Nominal Mix ) Sub Structure Complete As Per Drawings And Technical Specification Clauses 802 , 804 , 805 , 806 , 807 , 1202 Ans 1204 Complete As Per Direction Of The E . I . C , R . C . C . M25 In Foundation Raft Using 12Mm . Size Chips Including Centering , Shuttering , Cost Conveyance , Royality , Taxes Etc . Of All Materials Complete As Per Direction Of The E . I . C , R . C . C . M25 In Substructre Using 12Mm . Size Chips Including Centering , Shuttering , Cost Conveyance , Royality , Taxes Etc . Of All Materials Complete . As Per Direction Of The E . I . C , R . C . C . M25 In Superstructure Using 12Mm . Size Chips Including Centering , Shuttering , Cost Conveyance , Royality , Taxes Etc . Of All Materials Complete . . As Per Direction Of The E . I . C , Providing And Laying Filtermedia With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment , Wingwall , Returnwall To The Full Height , Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204 . 3 . 8 Complete . . As Per Direction Of The E . I . C , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206 . 3 Complete . . As Per Direction Of The E . I . C , Construction Of Un-Reinforced , Dowel Jointed At Expansion And Construction Joint Only , Plain Cement Concrete Pavement , Thickness As Per Design , Over A Prepared Sub-Base , With 43 Grade Cement Of Any Other Type As Per Clause 1501 . 2 . 2 M-30 ( Grade ) , Coarse And Fine Aggregate Not Exceeding 25Mm Mixed In A Concrete Mixer Of Not Less Than 0 . 2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design , Laid In Approved Fixed Side Formwork ( Steel Channel , Laying And Fixing Of 125Micron Thick Polythene Film , Wedges , Steel Plates Including Levelling The Form Work As Per Drawing ) , Spreading The Concrete With Shovel , Rakes , Compacted Using Needle , Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contaction And Expansion , Construction Joints , Applying Debonding Strips , Primer , Sealant , Dowel Bars , Near Approaches To Bridge / Culvert And Construction Joints , Admixtures As Approved , Curing Of Concrete Slabs For 14-Days , Curing Compound ( Where Spefied ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 , Earth Work In Excavation In Foundation In Hard Soil Or Gravelly Soil Within 50M Initial Lead And 1 . 5M Initial Lift Including Rough Dressing And Breaking Clods To Maximum 5Cm To 7Cm And Laying In Layers Not Exceeding 0 . 3M In Depth And As Per The Direction Of Eic , Supplying , Fitting And Placing Hysd Bar Reinforcement ( Fe 500 ) Complete As Per Drawings And Technical Specification Clauses 1002 , 1005 , 1010 & 1202 Complete As Per Direction Of The E . I . C , Foundation , Substructure , Superstructure , Providing Weepholes In Brick Masonry / Stone Masonry , Plain / Reinforced Concrete Abutment , Wing Wall , Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1 ( V ) :20 ( H ) Towards Drawing Face Complete As Per Drawingcomplete . . As Per Direction Of The E . I . C , Providing And Laying Boulder A
