Preparation of C/s and L/s of Budameru

Taking cross-section levels at 25 m intervals along with longitudinal sections (LS), and at 3 m intervals within each cross-section using a Total Station; preparing and furnishing five (05) sets of AutoCAD-generated plans showing land widths as per revenue records and existing site widths indicated in the cross-sections, along with a comparative statement of land extents between revenue record widths and existing widths, in both soft copy and hard copy (five sets); and fixing chainage stones at every kilometre, firmly embedded in concrete.

Taking Latitude and Longitude points with Rovers along the budameru using skilled Labour

Preparation of Maps and Furnishing the A0 size Maps in Soft and Hard copies