Construction Of Retaining Wall By Coal Reject Boulder Masonry With Boulder Pitching At Said Slope With Construction Of Road Side Drain At Recovery Pump House At Stps . , Earth Work In Excavation Of Foundation Trenches Or Drains , In All Sorts Of Soil ( Including Mix Soil But Excluding Laterite Or Sand Stone ) Including Removing , Spreading Or Stacking The Spoils Within A Lead Of 75M As Directed . The Item Includes Necessary Trimming The Sides Of Trenches , Levelling , Dressing And Ramming The Bottom , Bailing Out Water As Required Complete . A ) Depth Of Excavation Not Exceeding 1500Mm , Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth , In Layers Not Exceeding 150 Mm . Including Watering And Ramming Etc . Layer By Layer Complete . ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation . , Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water , Ramming Complete Including The Cost Of Supply Of Sand . ( Payment To Be Made On Measurement Of Finished Quantity ) , Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement , If Any , In Ground Floor As Per Relevant Is Codes . A ) Pakur Variety , Brick Work With Fly Ash Bricks Set In Cement Sand Mortar ( 1:6 ) Including Raking Out Joints , Curing , Scaffolding Etc . Complete In All Respect . A ) In Ground Floor , Plaster ( To Wall , Floor , Ceiling Etc . ) With Sand And Cement MortarIncluding Rounding Off Or Chamfering Corners As Directed AndRaking Out Joints Including Throating , Nosing And Drip Course , Scaffolding/Staging Where Necessary ( Ground Floor ) . [ExcludingCost Of Chipping Over Concrete Surface] ( A ) 15 Mm Thick Plaster ( With 1:6 Cement Mortar ) , Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs , Beams And Columns , Lintels Curved Or Straight Including Fitting , Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) ( A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of Engineer-In-Charge . , Artificial Stone In Floor , Dado , Staircase Etc With Cement Concrete ( 1:2:4 ) With Stone Chips , Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1 . 75 Kg/Sq . M All Complete Including All Materials And Labour . In Ground Floor . 3 Mm . Thick Topping ( High Polishing Grinding On This Item IsNot Permitted With Ordinary Cement ) . Using Grey Cement ( Ii ) 25 Mm . Thick , Rubble Masonry In Cement ( 1:6 ) With Hard Dressed Stones From Approved Quarries And Clean , Coarse And Washed Sand Including Carriage Of All Materials To Site ( A ) In Road And Jhora Work . , Labour For Laying 150 Mm To 200 Mm Boulder Soling Including RoughDressing Hand Packing And Ramming Down Small Pieces In The Nterstics Including Rolling And Preparing The Bed To Proper Level And Filling Up All Joints With Sandy Clay Or Earth . , Flush Pointing To Stone Masonry Wall In Cement Morter ( 1:3 ) Including Racking Out Joints ( Cement 0 . 119 Cu . M/100 Sq . M ) , Neat Cement Punning About 1 . 5Mm Thick In Wall , Dado , WindowSill , Floor Etc . Note:Cement 0 . 152 Cu . M Per100 Sq . M . , Carriage Of Brick-Bats , Boulder , Stone Metal , Stone Chips , Gravel , Slag Metal , Shingle And Similar Miscellaneous Materials Over Pucca Road . , Loading , Unloading , Spreading And Consolidating Mill Reject/Coal Stone Boulder ( Mill Rejects & Coal Stone Boulder Will Be Arranged By Dept . At Suitable Location Within Plant Premises And Carriage Is To Be Done By Agency Up To Working Site ) To A Require Consolidated Depth Of Around 300 Mm Of Desired Density As Per Specification With Compaction By Power Roller To Proper Gradient And Camber Including Watering As Necessary , And Lighting , Guarding , Barricading And Making Adequate Earthen Bundh Where Necessary To Protect The Edges And Curing With Water For 2 To 3 Days , Mending Cracks And Depressions By Rolling Where Necessary Including All Incidental Charges Of Roller , Cost Of Fuel & Lubricants Complete As Per Specification . The Payment Is To Be Made On The Basis Of Compacted Finished Volume Of Such Layer Provided . , Removal Of Rubbish , Earth Etc . From The Working Site And Disposal Of The Same Beyond The Compound , In Conformity With The Municipal /Corporation Rules For Such Disposal , Loading Into Truck And Cleaning The Site In All Respect As Per Direction Of Engineer In Charge
