Tender For Construction Of Platform For 500 Kva Diesel Engine Alternator Set In Te Campus At Ranchi; 1 Sh: Earth Work 2 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. 3 All Kinds Of Soil 4 Sh: Concrete Work 5 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To V Level: 6 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 7 Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls ( Any Thickness ) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets, Sunken Floor Etc., Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering And Finishing: 8 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 9 Sh: Rccwork 10 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 1:1½:3 ( 1 Cement : 1½ Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) . 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 13 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 14 Small Lintels Not Exceeding 1.5 M Clear Span, Moulding As In Cornices, Window Sills, String Courses, Bands, Copings, Bed Plates, Anchor Blocks And The Like. 15 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. 16 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More 17 Sh: Masonry Work 18 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 5.0 In Foundation And Plinth In: 19 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 20 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 5.0 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : 21 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 22 Sh: Steel Work 23 Structural Steel Work In Single Section, Fixed With Or Without Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 24 Sh: Flooring 25 52 Mm Thick Cement Concrete Flooring With Concrete Hardener Topping, Under Layer 40 Mm Thick Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) And Top Layer 12 Mm Thick Cement Hardener Consisting Of Mix 1:2 ( 1 Cement Hardener Mix : 2 Graded Stone Aggregate 6 Mm Nominal Size ) By Volume, Hardening Compound Mixed @ 2 Litre Per 50 Kg Of Cement Or As Per ManufacturerS Specifications. This Includes Cost Of Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 26 Sh: Finishing 27 12 Mm Cement Plaster Of Mix : 28 1:6 ( 1 Cement: 6 Coarse Sand ) 29 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 30 1:6 ( 1 Cement: 6 Coarse Sand ) 31 6 Mm Cement Plaster Of Mix : 32 1:3 ( 1 Cement : 3 Fine Sand ) 33 Neat Cement Punning. 34 Sh: Dismantling & Demolishing 35 Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. 36 Nominal Concrete 1:3:6 Or Richer Mix ( I / C Equivalent Design Mix ) 37 Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. 38 In Cement Mortar 39 Removing Of Existing Fencing & Post Before Dismantling Of Brick Work Of Boundary Wall And Fixing The Same After Execution Of Brick Wall As Per Direction And Satisfaction Of Engineer-In-Charge.
