GENERAL ARUNNOOTTUM PADAVU THEKKU PADASEKHARAM KP Mittigation ofFlood in Padasekharams of Kuttanad Taluk Mitigation of Flood in ArunnoottumPadavu Thekku Padasekharam in Pulincunnu Panchayath General Civil Work

60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

OD1461/2025-2026:Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site (Sl. No. 1.4 page 76- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023)

OD1460/2025-2026:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site ( Sl. No. 1.2 page 74- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023)

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns