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Product Detail :
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Repair and Construction Work of the Main Building and Hostel of State Hindi Institute, Varanasi ,2.0 ,earth Work in Excavation By Mechanical Means (hydraulic Excavator) / Manual Means in Foundation Trenches Or Drains (not Exceeding 1.5 M in Width Or 10 Sqm on Plan), Including Dressing of Sides and Ramming of Bottoms, for All Lift, Including Getting Out the Excavated Soil and Disposal of Surplus Excavated Soil as Directed, Within a Lead of 50 M. All Kinds of Soil.for All Kind of Soil Upto 1.5 M Depth ,earth Work in Excavation By Mechanical Means (hydraulic Excavator) / Manual Means in Foundation Trenches Or Drains (not Exceeding 1.5 M in Width Or 10 Sqm on Plan), Including Dressing of Sides and Ramming of Bottoms, for All Lift, Including Getting Out the Excavated Soil and Disposal of Surplus Excavated Soil as Directed, Within a Lead of 50 M. All Kinds of Soil.for All Kind of Soil Upto 1.5m to 3.0 M Depth. ,earth Work in Excavation By Mechanical Means (hydraulic Excavator) / Manual Means in Foundation Trenches Or Drains (not Exceeding 1.5 M in Width Or 10 Sqm on Plan), Including Dressing of Sides and Ramming of Bottoms, for All Lift, Including Getting Out the Excavated Soil and Disposal of Surplus Excavated Soil as Directed, Within a Lead of 50 M. All Kinds of Soil.for All Kind of Soil Upto 3.0 M to 4.5m Depth ,earth Work in Excavation By Mechanical Means (hydraulic Excavator) / Manual Means in Foundation Trenches Or Drains (not Exceeding 1.5 M in Width Or 10 Sqm on Plan), Including Dressing of Sides and Ramming of Bottoms, for All Lift, Including Getting Out the Excavated Soil and Disposal of Surplus Excavated Soil as Directed, Within a Lead of 50 M. All Kinds of Soil.for All Kind of Soil Upto 4.5 M to 6m Depth ,providing and Laying in Position Cement Concrete in 148 (1 Cement 4 Coarse Sand (zone-iii) Derived Fromnatural Sources 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) ,sand Filling in Plinth Including Supply of Necessary Quantity of Sand From a Distance Not Exceeding 8km From the Site of Work and Including Watering ,dressing Etc Rate to Include Cost of All Materials, Labour T&p Etc. Required for Proper Completion of Work . ,providing and Injecting Chemical Emulsion for Preconstructional Antitermite Treatment and Creating a Chemical Barrier Under and Around the Column Pits, Wall Trenches, Basement Excavation Top Surface of Plinth, Filling Junction of Walls and Floors, Along the External Perimetre of Building, Expansion Joints, Surrounding of Pipes and Conduits Etc. Complete Plinth Area of the Building at Ground Floor Only Shall Be Measured as Per is 6313 (part Ii 1981) Aldrine Emulsifiable Concentrate Or Any Other Approved Material Such a Chloropyriphos Or Heptrachlor Or Chlordance Will Be Used. the Rate of Application of Chemical Emulsion Shall Be as Follows. (1) Treatement for Masonary & Foundation 5 Litters Per Sa.m (2) Back Fill in Immediate Contact with Foundation 7.5 Liters Per Sq M. 3 Treatement for Top Surface of Plinth Filling 5 Liters Per Sq M (4) Treatment of Soil Under Apron Along External Perimeter 5 Liters Per Sq.m. ,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 Level 11.53 (1 Cement 1.5 Coarse Sand (zone-iii) Derived From Natural Sources 3 Graded Stone Aggregate 20 Mm Nominal
size Derived From Natural Sources) ,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. Above Plinth Level Up to Floor Five Level, Excluding Cost of Centering, Shuttering, Finishing and Reinforcement 11.53 (1 Cement 1.5 Coarse Sand(zone-iii) Derived Fromnatural Sources 3 Graded Stone Aggregate 20 Mm Nominalsize Derived From Natural Sources) ,reinforced Cement Concrete Work in Beams, Suspended Floors, Roofs Having Slope Up to 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases and Spiral Stair Cases Above Plinth Level Up to Floor Five Level, Excluding the Cost of Centering, Shuttering, Finishing and Reinforcement with 11.53 (1 Cement 1.5 Coarse Sand(zone-iii) Derived From Natural Sources 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). ,steel Reinforcement for R.c.c. Work Including Straightening, Cutting, Bending, Placing in Position and Binding All Complete Upto Plinth Level. Thermo-mechanically Treated Bars of Grade Fe-500d Or More. ,m-150 Brick Work in 16 Cement & Coarse Sand of 1.50 Fineness Modulus Mortar in Foundation & Plinth Including Supply of All Material Labour and Tools and Plants Etc Required for Proper Completion of Work. ,m-150 Brick Work in 16 Cement & Coarse Sand of 1.50 Fineness Modulus Mortar in Super-structure Including Necessary Cutting and Moulding of Bricks Required and Also Including Honey Comb Bric
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REPAIR AND CONSTRUCTION WORK OF THE MAIN BUILDING AND HOSTEL OF STATE HINDI INSTITUTE VARANASI. #*. REPAIR AND CONSTRUCTION WORK OF THE MAIN BUILDING AND HOSTEL OF STATE HINDI INSTITUTE VARANASI. |