Annual Plan MANNARKKAD MUNICIPALITY 2025 26 MUKKANNAM SHIVAKSHETHRAM MUNVASHAM INTERLOCKING PR NO 558 General Civil Work WARD 17

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.

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

OD375427/2025-2026:Granular 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 manually compacting to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material .Derived from Code 4.1.A.1.

OD375428/2025-2026:supplying and laying interlocking tile 80mm or nearest size , thickness , minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the depth officers at site inclusive of all cost and conveyance charges etc.

75.8.1: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 (i) Nominal mix (1:2:4)