Construction Of Pcc Road From Puruliya Road Namkum To Ward Office Via Pahan Toli Construction Of Pcc Road From Puruliya Road Namkum To Ward Office Via Pahan Toli , Labour For Cleaning The Work Site Before And After Work Etc. , Providing Labour For Cleaning Of Site As Per Specification And Direction E / I. , Removal Of Unservicaeble Soil With Disposal Upto 1000 Metres ( Removal Of Unservicaeble Soil Including Excavation, Loading And Disposal Upto 1000Metres Lead But Excluding Replacement By Suitable Soil Which Shall Be Paid Separately As Per Clause 305. , Earth Work Excavation For Structure As Per Technical Specification Clause 305.1 Including Setting Out , Construction Of Shoring And Brading In Foundation Trenches Complete As Per Drawing And Technical Specification. , Providing Coarse Clean Sand In Filling In Foundation Trenches Or In Plinth Including Ramming And Watering In Layers Not Exceeding 150 Mm Thick With All Leads And Lifts Including Cost Of All Materials , Labour, Royalty And Taxes All Complete As Per Building Specification And Direction Of E / I. , Supplying And Laying ( Properly As Per Design And Drawing ) Rip-Rap With Good Quality Of Boulders Duty Packed Including The Cost Of Materials Royalty All Taxes Etc. But Excluding The Cost Of Carriage All Complete As Per Specification And Direction Of E / I. , By Mix In Place Method ( Construction Of Granular Sub Base By Providing Close Graded Material , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achive The Desired Density, Complete As Per Clause 401. , Providing Pcc M 200With Nominal Mix Of ( 1:1.5:3 ) In Foundation With Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded Andclean Coarse Sand Of F.M. 2.5 To 3 Including Screening, Shuttering, Mixing Cement Concrete In Mixer And Placing In Position And Rammingtill Compactin Is Achieved , Curing Side Shuttering , Taxes Adn Royalty All Complete As Per Buildingspecification And Direction Of E / I. , Centring And Shuttering Including Strutting , Propping Etc And Removal Of Form From Foundations, Footings, Base Of Column Etc , Filliing In Foundation Rammed Fully Compactedng In Foundation Trenches And Plinth In Layers Not Exceeding 150Mm Thickmwell Water , Providing Rough Dressedcoursestone Masonry In Cement Mortar ( 1:6 ) In Foundation Andplinthwith Hammerdressed Stone Of Less Than 0.03 M3 In Volume Nad Cleancoarse Sand Of F.M. 2 To 2.5 Includingcost Of Screenign Raking Out Joints To 20Mm Depth Curing Taxesand Royaltyall Complete As Per Buildingspecification And Direction Of E / I. , Providing 25 Mm Thick Cement Plaster ( 1:4 ) With Clean Course Sand Of F.M 1.5 And 1.5Mm Cement Punning Including Screening Curing With All Leads And Lifts Of Water, Scoffing Taxes As Per Royalty All Complete As Per Specification And Direction Of E / I , Providing Rcc-M200 With Nominal Mix Of ( 1:1.5:3 ) In Foundation And Plinth With Approved Quality Of Stone --Do--All Complete As Per Drawing And Technical Specification. . , Providingr.C.C. M-200 With Nominal Mix Of ( 1:1.5:3 ) In Slab Of Desired Size With Approved Quality Of Stone Chips And Clean Coarse Sand Of F.M. 2.5 To 3 Excluding Cost Of Shuttering Finishing Andreinforcement All Complete As Per Building Specifications And Direction Of E / I. , Providing Tor Steel Reinforcement Of 8 Mm Dia Bars As Per Approved Design And Drawing Excluding Carriage Of Rods ( Straight Or In Coils ) To Work Site, Cutting, Bending And Binding With Annealed Wire With Cost Of Wire, Removal Of Rust, Placing The Rods In Position All Complete As Per Building Specification And Direction Of E / I. , 12Mm Dia Bar ( 70% Of Total Qty ) , Providing Weep Holes In Brickmsonary / Plain / Reinforced Concrete Abutment, Wing Wall / Return Wall With 100Mm Dia Ac Pipe, Extending Through The Full Width Of The Structure With Slope .E / I. , Sand With Lead Of 42 Km , Local Sand With Lead Of 18 Km , Stone Boulder With Lead Of 29 Km , Stone Chips With Lead Of 15 Km , Earth ( Lead 01 Km )
