Annual Plan THIRUVARPPU GP PROJECT NO 42202526 CONCRETING OF VADAKKAKAM PANAYIDATHUSSERY ROAD WARD 1 General Civil Work

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

OD330406/2025-2026:Coconut pile - Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost of conveyance labour charges etc complete.

OD330405/2025-2026:Coconut Pile- Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end

OD330407/2025-2026:DRY RUBBLE MASONRY -Dry rubble masonry with hard stone, in foundation and super structure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. complete as per approved drawing and relevant technical specifications.

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

OD337025/2025-2026:Filling with contractor own earth (excluding rock)in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 cm and lift up to 1.5 m as per direction of site Engineer-in-charge.

OD22493/2025-2026:Preparation of Foundation for Embankment <br>Scarifying the existing bituminous road surface to a depth of 150 mm and compacting the aggregates obtained form scarification with power roller as per direction of departmrntal officers at site

OD22494/2025-2026:Construction of granular sub-base by providing local material by spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with three wheel 80-100 KN Static roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 402 Soil Gravel Mixer/Quarry muck (with roller) (ii) Using Gravel mix soil.