CMLRRP-CMLRRP-2.0 -2024-25/Piravom/SI No.4106/Mullankunnumala Road in Division 23-Koothattukulam Muncipality

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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

OD523741/2025-2026:Dry rubble masonry -Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officeres at site mdified 60.7.

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

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

OD451349/2025-2026:Sectioning up to 150mm and forming the surface for OLD ROAD way levelling cambering etc complete as per direction of Engineer in charge

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)

OD519968/2025-2026: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of Type1V micro prismatic grade sheeting fixed over raluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm with suitable back supporting framMS angle40*40*6 supported on 2 inch dia GI Pipe pole 50mm NB-2 nos conforming toIS 1239 by means of properly designed foundation firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 40 x 40 x 60 cm, 60 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.