Annual plan-Kunnamangalam Block Panchayath 2025-26 Project No.9/2025-26 KUTTIKATTIL UNNATHI NAVEEKARANAM, Kunnamangalam Grama PanchayathP

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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

OD164706/2025-2026:Dry Rubble Masonry-Dry Rubble Without Concrete Levelling Coarse Masonry With Good quality Blasted Rubble Including Packing to Compactness to Lines and Levels ,Cost ,Conveyance of All Materials, Labour Charges etc Complete as per Directions..

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)

13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25

13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202

OD179544/2025-2026:Supplying and Filling With Contractor's Own Earth (Excluding Rock) in Trenches, Plinth, Sides of Foundations, Back Filling of DR Wall,etc ,in Layers not Exceeding 20 cm in Depth.And Cosolidating Each Deposited Layer by Ramming and Watering, Lead up to 50 m and Lift up to 1.50 m, as per the Direction of Site Engineer-in-Charge

OD164734/2025-2026:(Modified Spec: of 4.11.2, Without Wheel Roller) 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 manually compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

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)

OD164749/2025-2026:Providing And Fixing Hand Rail of Aproved Size by Welding etc To Steel Ladder Railing ,balcony Railing, Stair Case Railing,Road Side Railing, And Similar Works With G I Pipe (Modified DAR 10.26.3)