MANGALASSERI VALLIL COLONY ROAD RENOVATION-94-27- WARD 9-MAKKARAPARAMBA GP

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

OD31783/2026-2027:MODIFOED FROM 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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 plate roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

OD53634/2026-2027:(OD from Mord 6.7.1) Interlocking concrete block pavement : Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawing and technical specification clause 1504

OD14975/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification ( without shuttering) (i) Nominal mix (1:2:4)