Description :
Tenders for Mgsy/25-26/jhajha/01 - Construction Of Rcc Hl Bridge On Kiyajori Se Maharaidih, Foundation, 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 Laying Of Pcc M15 Levelling Course 100mm Thick Below The Pile Cap.ii. Pcc Grade M-15 (levelling Course For Pile Cap), R.c.c. Grade M 30 In Pile Foundation Complete As Per Dwg & Tech Specification.pile Cap In Rcc M-30, 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.ii. 1200 Mm Dia, Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202, Providing Steel Liner 10 Mm Thick For Curbs And 6mm Thick For Steining Of Wells Including Fabricating And Setting Out As Per Detailed Drawing, 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 @ Rs. 5526.00 For Each Island.), Providing And Constructing One Span Service Road To Reach Island Location From One Pier Location To Another Pier Location Including Royality For Earth @ Rs. 225.00 Per M For Service Road., Carrying Out Load Test On Any Pile As Per Standard Procedure Laid Down In The Is:2911 Specification Including Construction Of Test Cap, Dismantling The Cap After Test And Cleaning The Site And Maintaining Complete Records Of Load1.2 M Dia Pile, B) Routine Pile Load Test On Pile For 1.5 Times The Design Load Specified In Drawings1.2 M Dia Pile (2% Of Piles In Total)., C) Horizontal Pile Load Test On Pile For 1.5 Times The Design Load Specified In Drawings1.2 M Dia Pile (2% Of Piles In Total) ., Substructure, R.c.c. Grade M-30 In Substructure Complete As Per Dwg & Tech Specificationi) Upto 5m Height (using Concrete Mixer), Ii) From 5m Upto 10m Height (using Concrete Mixer), R.c.c. Grade M-35 In Substructure Complete As Per Dwg & Tech Specificationii) From 5m Upto 10m Height (using Concrete Mixer), 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, 1204.3.7, Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 I) Sandy Material, Providing And Laying Filter Media With Granular Crushed Aggregates (jhama Metal) As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8, Superstructure, Providing And Laying Reinforced Cement Concrete In Superstructure Complete As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5ii. Rcc M-30, Supplying, Fitting And Placing Hysd Bar Reinforcement (fe 415) In Superstructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1010 & 1202, Providing And Laying Cement Con
