PRADHAN MANTRI GRAM SADAK YOJANA

Mgsy/25-26/araria/02 - Construction Of Rcc H.l. Bridge In Pagal Chauk Se Kesa Tola Chainage 2.200 Km Par Pul Nirman Karya, H.l. Bridge Work, Foundation, Excavation For Structures, Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material., I. Ordinary Soil, I) Upto 3m Depth, Providing And Constructing Temporary Earth Island (assuming Depth Of Water 1.0 M And Height Of Island To Be 1.25 M Including Royality For Earth, Providing And Constructing One Span Service Road To Reach Island Location From One Pier Location To Another Pier Location Including Royality For Earth, Providing And Laying Cutting Edge Of Mild Steel Weighing 40kg Per Metre For Well Foundation Complete As Per Drawing And Technical Specification., Plain / Reinforced Cement Concrete In Well Foundation Complete As Per Drawing And Technical Specification, Well Curb(iv) Rcc M-35 Gradecase-i : With Batching Plant, Transit Mixer And Concrete Pump, Well Steining(vii) Rcc M-30 Gradecase-i : With Batching Plant And Concrete Pump, Bottom Plug(i) Pcc Grade M-20case-i : With Batching Plant And Concrete Pump, Top Plug(ii) Pcc Grade M-20case-i : With Batching Plant And Concrete Pump, Well Cap(ii) Rcc Grade M-30case-i : With Batching Plant, Transit Mixer And Concrete Pump, Sinking Of 6 M External Diameter Well (other Than Pneumatic Method Of Sinking) Through All Types Of Strata Namely Sandy Soil, Clayey Soil And Rock As Shown Against Each Case, Complete As Per Drawing And Technical Specification.