Name of Work:- GENERAL-Edappally Somathuram-Construction of retaining wall in Edapally somathuram padasekharam-General Civil Work
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Item Description
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Appendix 1 - Construction of New Retaining wall and Maintenance of Existing Retaining wall
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OD36862/2025-2026:Earth work in excavation in or under water by mechanical means (Hydraulicexcavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m,disposed earth to be levelled and neatly dressed. All kinds of soil ( Based on 2.6.1) All kinds ofsoil
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OD36863/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good qualityblasted rubble including conveyance of material and labour charges etc. complete as perdirection of departmental officers at site.
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OD36865/2025-2026: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 levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site
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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)
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4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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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)
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OD26391/2025-2026:Earthwork in rough excavation in or under water banking excavated clay inlayersnot exceeding 20 cm in depth,breaking clods and dressing up in embackment for roads ,floodbanks,marginal banks and guid banks with all kinds of soil(CPWD 2.2.1-2.4-2.5+2.24.1)under excavation instiff heavy cayal clay. Certificate :-Cetified that the observed data is prepared by taking the rates and labourcharges as per current schedule of rate and has been prepared as per the actual observation at the site.allkinds of soil. Please Enable Macros to View BoQ information
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