Serch / Nunner Botabagh Upto Gujarbasti B.W.O P / L Gsb, G-Ii And Allied Items Under Ard - 1.00 Supply And Filling Of Local Earth ( Incl. Royality ) By Mechanical Transport From Approved Source Upto Site Of Work Incl. Ramming Dressing And Wateri, Ganderbal-Jammu And Kashmir

Serch / Nunner Botabagh Upto Gujarbasti B.W.O P / L Gsb, G-Ii And Allied Items Under Ard - 1.00 Supply And Filling Of Local Earth ( Incl. Royality ) By Mechanical Transport From Approved Source Upto Site Of Work Incl. Ramming Dressing And Watering In Layers Including Spreading Leveling Not Exceeding 20Cm With All Inclusive Leads, Lifts, Carriage Etc Complete. 2.00 Supply, Stacking And Laying Of Naturally Occurring Gravel Close Graded Maximum Aggregate Size Range 75Mm Granular Sub Base Course Nallah Including Sorting, Spreading To Template, Watering And Consolidation To Required Gradient And Camber With 80-100Kn Road Roller All Inclusive Leads, Lifts, Loading, Unloading Carriage Of Materials From Nearest Source To Site Of Work Complete. Finished Work To Be Measured. 3.00 Wbm G-Ii 3.01 Supplying & Stacking At Site Graded Stone Aggregate Of Size 63-45Mm Excluding Carriage. 3.02 Supplying & Stacking At Site Stone Screening Of Size 13.20Mm Nominial Size ( Type-A ) Excluding Carriage. 3.03 Supply & Stacking Of Moorum At Site Excluding Carraige. 3.04 Laying, Spreading & Compacting Stone Aggregate Of Specified Sizes To Wbm Specifications In Uniform Thickness, Hand Picking, Rolling With 3-Wheeled Road / Vibratory Roller 8-10 Tonner Capacity In Stages To Proper Grade & Camber, Applying & Brooming Requisite Type Of Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate Watering & Compacting To The Required Density. 4.00 Conducting Of Topographical Survey By Electronic Total Station Incl. Establishment Of Necessary Benchmark After Every 250 Metres And Also Fixing Of Bench Mark On All The Permanent Structures, Along The Alignment, Like Boundary Wall, Electrical Poles Etc. In The Scope Of Work Taking Both Initial & Final X-Sections, , L-Sections & Site Plans , As Well As Submission Of Drawings / Design ( Structural / Architectural ) For The Proposed Construction Of Culvert.The Design Norms Have Been Adopted Keeping In View The Sp-20 Data Collected As Specified Above Are Required To Be Submitted In Both Hard And Soft Copies, L-Section, X-Section And Plans Is Required To Be Submitted In The Shape Of Drawing Sheets Drawn With The Help Of Computer In Five Copies, Duly Spiral Binded Asper Direction Of In-Chage Engineer ( To Be Executed By Engagement Of Reputed Consultancy ) 5.00 Carriage Of Materials By Mechaanical Transport From Source To Site Of Work Incl. Loading And Unloading Complete. 5.01 Stone Aggregate For An Average Lead Of 25 Kms. 5.02 Stone Screening For An Average Lead Of 25 Kms 5.03 Stone Dust For An Average Lead Of 25 Kms

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