PILAKKAL PATHWAY RENOVATION-89-27-WARD 12- MAKKARAPARAMBA GP

3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

OD21069/2026-2027: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

OD12613/2026-2027: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)

OD41768/2026-2027:(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