Details: tile 3.2:preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4. 4.1.a.1:granular sub-base with well graded material (table 400.1) (a) 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. (i) for grading i material od152939/2023-2024:providing and laying of interlocking concrete block pavements using 80 mm m 40 hydraulic blocks of approved size, design and amp shape laid in crushed stone chipping 6.7 mm size 100 mm passing 9.5 mm and retained on 2.36
Sector: RDPR