GENERAL-Govenda Padasekharam-Mitigation of flood in Govenda Padasekharam in Champakulam Panchayat in Kuttanadu Taluk - Reach II-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.

OD40026/2025-2026:Earthwork in excavation in or under water by mechanical means(Hydraulic excavator) /manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plain) including disposal of excavated earth, lead up to 50m and lift upto 1.5m,disposed earth to be leveled and neatly dressed. All kinds of soil. certificate:- Certified that the observed data is prepared by taking the rate and labour charges as per schedule of rates and has been prepared as per the actual observation at site

OD40025/2025-2026:DR PACKING Under foundation - 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.

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

OD40020/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble ( without bond stone)including 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

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)

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

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

OD40021/2025-2026:Earthwork in rough excavation banking excavated earth in layers not exceeding 20 cm in depth,breaking clods and dressing up in embackment for roads ,flood banks,marginal banks and guid banks with all leads and lifts in allkinds of soil(based on DSR (CPWD 2.2.1-2.4-2.5+(2.2.1-2.4- 2.5)*20%))under excavation in stiff kayal clay.