Description :
Tenders for Mgsy/25-26/araria/01 - Panchayat Pipra Vijayavar Nuna Nadi Me High Level Rcc Pul Ka 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) 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. Depth Of Sinking Is Reckoned From Bed Level., Sandy Soil, Depth Below Bed Level Upto 3.0 M., Beyond 3 M Upto 10 M Depth, Beyond 10 M Upto 20 M, Add 5% For Every Additional Meter Depth Of Sinking Over The Rate Of Sinking For The Previous Meter, Beyond 20 M Upto 30 M, Add 20% Of Cost For Kentledge Including Supports, Loading Arrangement And Labour., Sinking Of 7 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. Depth Of Sinking Is Reckoned From Bed Level., Sandy Soil, Depth Below Bed Level Upto 3.0 M., Beyond 3 M Upto 10 M Depth, Beyond 10 M Upto 20 M, Add 5% For Every Additional Meter Depth Of Sinking Over The Rate Of Sinking For The Previous Meter, Beyond 20 M Upto 30 M, Add 7.5% For Every Additional Meter Depth Of Sinking Over The Rate Of Sinking For The Previous Meter, Sand Filling In Wells Complete As Per Drawing And Technical Specifications, Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202, Substructure, R.c.c. Grade M-30 In Substructure Complete As Per Dwg & Tech Specification, I) Upto 5m Height (using Batching Plant, Transit Mixer And Concrete Pump), Ii) From 5m Upto 10m Height (using Batching Plant, Transit Mixer And Concrete Pump), R.c.c. Grade M-35 In Substructure Complete As Per Dwg & Tech Specification, I) From 5m Upto 10m Height (using Batching Plant, Transit Mixer And Concrete Pump), Supplying, Fitting And Placing Hysd Bar Reinforcement (fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202, Supplying, Fitting And Fixing In Position True To Line And Level Elastomeric Bearing Conforming To Irc: 83 (part-ii) Section Ix And Clause 2005 Of Morth Specifications Complete Including All Accessories As Per Drawing And Technical Specifications., Providing Weepholes In Brick Masonry/stone Masonry, Plain/reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(v):20(h) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709
