Construction of 11 nos of Temporary Ramp leading to Public vehicle parking for the visit of Honorable Transport Minister and Honorable Chief Minister of Assam for inaugural ceremony of the Brahmaputra Bridge construction and Bhumi Pujan function

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means, (A) In area of non thorny jungle

Providing bamboo barricade: 1.5 m height above GL and 0.50m below GL made with bholuka bamboo post and railing with jati bamboo post one to be placed 1.2 m apart and bamboo railing in three rows as directed by the District Administrative, Majuli

Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5, (I) Private Land

Construction of Subgrade and Earthen Shoulders: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land

Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method, Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405, WBM Grading 3, By Manual Means, Using stone screening Type-B 11.2 mm for Gr.III

Inter locking concrete Block pavement: Interlocking pavement block, Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.Excluding Edge block/ Edge restraints

Pares Prasad