Constructing Concrete Road At Pratidnya Nagar Main Road In Ward No . 107 , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravel Or SoftMurum Including Dressing Section To The Required Grade , Camber AndSide Slopes And Conveying The Excavated Materials With All Lifts UptoA Lead Of 50M . And Spreading For Embankment Or Stacking AsDirected . As Per Ssr Item No . 2 . 11 , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of 20Cm To 30Cm . Breaking Clods , Dressing To TheRequired Lines , Curves , Grades And Section , Watering And CompactingTo Not Less Than 97% Of Standard Proctor Density For A Lead Of Over5 K . M . Inclusive From The Site Of Excavation To The Site OfDeposition As Directed . As Per Ssr Item No . 2 . 25 , Providing Earth Work In Embankment With Approved MaterialsObtained From Departmental Land Or 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 , WateringAnd Compaction With Power Roller ToAchieve Not Less Than 97 % Of Standard Proctor Density Etc . Complete . As Per Ssr Item No . 2 . 28 . , Construction Of Granular Sub-Base By Providing Close GradedMaterial , Spreading In Uniform Layers With Motor Grader / Paver OnPrepared Surface , Mixing By Mix In Place Method With Rotavator AtOmc , And Compacting With Vibratory Roller To Achieve The DesiredDensity , Complete As Per Clause 401 -- Plant Mix Method And Grading - Ii Material . As Per Ssr Item No . , Providing And Laying Cast In Situ/Ready Mix Cement Concrete InM-10 Of Trap/ Granite/ Quartzite/ Gneiss Metal For Foundation AndBedding Including Bailing Out Water , Formwork , Laying/Pumping , Compacting , Roughening Them If Special Finish Is ToBe Provided , Finishing If Required And Curing Complete , With FullyAutomatic Micro Processor Based Plc With Scada EnabledReversible Drum Type Mixer/Concrete Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Natural SandVsi Quality Artificial Sand . As Per Ssr Item No . , Providing And Laying In-Situ M30 Grade Unreinforced Plain CementConcrete Pavement Over A Prepared Sub Base With 43 Grade CementCoarse And Fine Aggregate ( Natural Sand/ Vsi Grade Finely WashedCrushed Sand ) Conforming To Is 383 , Using Fine And CoarseAggregates Combined Gradation As Per Table 600-3 Of MorthSpecification 2013 , Mixed In A Batching And Mixing Plant/ Non TiltingMixer 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 LinesAnd Grades As Directed By Engineer-In-Charge And Curing By CuringCompound /By Providing Cement Vata In Cement Mortar 1:8 @0 . 6M X0 . 6M Centre To Centre , Admeasuring 80 Mm At Bottom And 40 Mm AtTop With Depth Of 75Mm And Maintaining The Same ThroughoutCuring Period By Any Other Method Approved By Engineer-In-Charge . Item No . 5 . 01 , Providing And Fixing Factory Made Hydraulically PressedMechanically Vibrated And Compacted Precast Inter Locking CementConcrete Paving Blocks 80Mm Thick In M-40 Grade Of Approved SizeAnd Shape For City Streets , Small /Medium Market Roads , Low VolumeRoads , Utility Cuts On Arterial Roads Etc . As Specified And As Per Is15658:2006 Including Cost Of All Materials , Manufacturing , Curing , Transportation Of Blocks To Work Site Including Loading , UnloadingAnd Stacking As Directed , Laying Paving Blocks In Position OverPrepared Bed Of Natural Sand / Crushed Sand Of 50 Mm ThicknessIncluding Necessary Excavation In All Stratas , Spreading Blindge OfFine Sand Over The Prepared Bed , Compacting Blocks By Plate VibratorEtc . Complete . As Per Ssr Item No . 5 . 20 . , Providing And Laying Cast In Situ/Ready Mix Cement Concrete M-15Of Trap/ Granite/Quartzite/Gneiss Metal For Coping To Plinth OrParapet , Moulded Or Chamfered As Per Drawing Or As DirectedIncluding Steel Centering , Plywood/ Steel Formwork Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing UnevenAnd Honeycombed Surface And Curing Etc . Complete . The CementMortar 1:3 Plaster Is Considered For Rendering Uneven AndHoneycombed Surface Only . Newly Laid Concrete Shall Be Covered ByGunny Bag , Plastic , Tarpaulin Etc . ( Wooden Centering Will Not BeAllowed . ) As Per Ssr Item No . 24 . 16 , Add For Royalty Charges , Laboratory Testing Of Compressive Strength Of C . C . Cube ( Set Of 3 Cubes )
