PRADHAN MANTRI GRAM SADAK YOJANA

(nabard)/25-26/samastipur/01 - Construction Of Hl Rcc Bridge Over Shanti River In Chakmahesshi Panchayat Near Chakmaheshi Dhala, 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 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.