Description :
Tenders for Mgsy/25-26/gopalganj-1 /01 - High Level Bridge Across River On Barai Patti To Niranjana Janewali Path Me Dhawast Screw Pipe Pul Ke Asthan Par New Pul Nirman In Block - Gopalganj , Rwd Division Gopalganj-1 , District - Gopalganj , Bihar, Pile Load Test On Single Vertical Pile In Accordance With Is:2911(part-iv) Including Dynamic Load Test For Its Integrity , Length & Capacity A) Initial And Routine Load Test, Pile Load Test On Single Vertical Pile In Accordance With Is:2911(part-iv) Including Dynamic Load Test For Its Integrity , Length & Capacity A) Initial And Routine Load Test, Pile Load Test On Single Vertical Pile In Accordance With Is:2911(part-iv) Including Dynamic Load Test For Its Integrity , Length & Capacity B) Lateral Load Test, Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom And Backfilling With Approved Material. Upto 3.000 M Depth, Providing And Constructing Temporary Island 16 M Diameter. All Complete Job As Per Specifications And Direction Of E/i., Providing Service Road Etc. All Complete Job As Per Specifications And Direction Of E/i., Providing Steel Liner 6 Mm Thick For Piles Including Fabricating And Setting Out As Per Detailed Drawing., Bored Cast-in-situ M35 Grade R.c.c. Pile Excluding Reinforcement Complete As Per Drawing And Technical Specifications And Removal Of Excavated Earth With All Lifts And Lead Upto 1000 M., Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&p And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 Metres(extra Pile Length). Stripping Off Rcc M35 In The Pile Up To Cut Off Level And Disposal Of Debris With All Leads And Lifts., Sand Filling In Foundation Trenches As Per Drawing & Technical Specification, Providing And Laying Of Pcc M15 Levelling Course 100mm Thick Below The Pile Cap., Cement Concrete For Reinforced Concrete M - 35 In Pile Cap Complete As Per Drawing And Technical Specification, Supplying, Fitting And Placing Un-coated Hysd Bar Reinforcement In Foundation Complete As Per Drawing And Technical Specifications., Providing Rcc M-30 Mechanically Mixed Concrete In Abutment Shaft & Pier Shaft With Stone Aggregate 20 Mm Nominal Size And Clean Coarse Sand Of Fm-2 All Complete Job As Per Design Upto 5 M Hieght, Providing Rcc M-30 Mechanically Mixed Concrete In Abutment Shaft & Pier Shaft With Stone Aggregate 20 Mm Nominal Size And Clean Coarse Sand Of Fm-2 All Complete Job As Per Design Beyond 5 M And Upto 10m Hieght, Supply Fitting & Fixing Elasto-meric Bearing & Seismic Pad :-- 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 Weep Holes In Abutment Cap With 100mm Dia Ac Pipe:-- Providing Weep Holes In Brick Masonry/plain/ Reinforced Concrete Abutment, Wing Wall/ Return Wall With 100 Mm Dia Ac Pipe, Extending Through The Full Width Of The Structure With Slope Of 1v :20h Towards Drawing Foce. Complete As Per Drawing And Technical Specifications., Supplying, Fitting And Placing Hysd Bar Reinforcement In Substructure Complete As Per Drawing And Technical Specification., Back Filling Behind Abutment, Wing Wall And Return Wall, Complete As Per Drawing And \technical Specification.(sandy Material ), Providing And Laying Of Filter Media With Granular Materials/stone Crushed Aggregate Satisfying The Requirement Laid Down In Ci. 2504.22 Of Morth Specification Of Not Less Than 600mm Behind Abutment, Wing And Return Wall To Th
