Annual Plan-Choondal G P 2025-26 Eranellur Mathanangady road maintenance WARD ( Pr. No. 132/25-26)

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.

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

OD134389/2025-2026:(Modified DSR code 16.91.2)Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade with approved color design and pattern cement concrete paver blocks in footpaths,parks,lawn,drive ways or light traffic parking etc of required strength thickness and shape made by table vibratory method using PU mould laid in requiredcolour and pattern over 50mm thick compacted bed of 6mm aggreegate compacting and proper embedding layer of interlocking paver blocks into the aggregate bedding layer through vibratory compaction using plate vibrator filling the joints and cutting of paver blocks etc as per required size and pattern ,finishing and sweeping complete as per direction of Engineer in charge

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)