Miscellaneous Civil Development Works At Oms Area , Nrl Site , Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) /Manual Means Over Areas ( Exceeding 30Cm In Depth . 1 . 5 M In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth At Designated Palce , Disposed Earth To Be Levelled And Neatly Dressed . All Kinds Of Soil , Surface Dressing Of The Ground Including Removing Vegetation And Inequalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish At Designated Place . All Kinds Of Soil , Supplying And Filling In Plinth With Sand Under Floors , Including Watering , Ramming , Consolidating And DressingComplete . , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level; 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) , Brick Work With Common Burnt Clay F . P . S . ( Non Modular ) Bricks Of Class Designation 7 . 5 In Foundation And Plinth In:Cement Mortar 1:4 ( 1 Cement : 4Coarse Sand ) , Brick Work With Common Burnt Clay F . P . S . ( Non Modular ) Bricks Of Class Designation 7 . 5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In :Cement Mortar 1:4 ( 1 Cement : 4Coarse Sand ) , 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix 1:4 ( 1 Cement: 4 Coarse Sand ) , 12 Mm Cement Plaster Of Mix : 1:4 ( 1 Cement: 4 Fine Sand ) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Excluding The Cost Of Centering , Shuttering , Finishing And Reinforcement - All Work Up To Plinth Level1:1 . 5:3 ( 1 Cement : 1 . 5 Coarse Sand ( Zone-Iii ) : 3 Graded StoneAggregate 20 Mm Nominal Size ) , Reinforced Cement Concrete Work In Walls ( Any Thickness ) , Including Attached Pilasters , Buttresses , Plinth And String Courses , Fillets , Columns , Pillars , Piers , Abutments , Posts And Struts Etc . Up To Floor Five Level , Excluding Cost Of Centering , Shuttering , Finishing And Reinforcement . 1:1 . 5:3 ( 1 Cement :1 . 5 Coarse Sand ( Zoneiii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) , Steel Reinforcement For R . C . C . Work Including Straightening , Cutting , Bending , Placing In Position And Binding All Complete All All Level[Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More] . , Centering And Shuttering Including Strutting , Propping Etc . And Removal Of Form For :Foundations , Footings , Bases Of Columns , Etc . For Mass Concrete , Filling Available Excavated Earth ( Excluding Rock ) In Trenches , Plinth , Sides Of Foundations Etc . In Layers Not Exceeding 20Cm In Depth , Consolidating Each Deposited Layer By Ramming And Watering , Lead Upto 50 M And Lift Upto 1 . 5 M . , Steel Work Welded In Built Up Sections/ Framed Work , Including Cutting , Hoisting , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc . As Required . In Gratings , Frames , Guard Bar , Ladder , Railings , Brackets , GatesAnd Similar Works , Including Use Of Chequered Plate Wherever Required , All Complete , Labour For Fitting And Fixing Galvd Corrugated Iron Roofing Including Supplying And Fixing With New Galvd Screw , J Hook , Bolts Nuts , Washer Etc . Complete As Directed . , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade . Two Or More Coats On New Work , Dismantling Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material To The Designated Place As Per Direction Of Engineer-In-ChargeBituminous Road . , Deployment Of Hydraulic Excavator ( 1 Bucket ) , Deployment Of Tipper ( 5 . 5 Cum/10 T )
