From given Fence plan and its section below, fill up given table below of Abstract Estimation for a (Load bearing type structure) by Centre Line Method Notes: - ● Lintels cross-section over a Door (h=0.25 x b-0.4) m ● Excessive length @each side end of a lintel = 0.20m Door dimension D (2.15x1.1) m. Frame thickness of the Door= 0.06m There is not SKIRITING applied to the Wall ● Density of Sand 1460kg/m³ ● Density of Aggregate 2900kg/m³ ● Redraw the Table below, the results must be added in the Table. 3.1m -6m- * 3m Cement Plastering. Mortar (1:1.4) Cement Plastering, Mortar (1:1.4) -Concrete Block 20x20x40, Mortar (1:1.25) 0.6m DPC 1:1.3:2 -Tiles and Mortar -CC 1:24 @10cm NGL 0.0m -Solid Concrete Block 15 Cement Mortar (1:1.15) -0.75m V 2.4m 1m .. 0.4m- Plan of Wall 146 131⁰ Series Item 1 Earth Work Excavation for Foundation 2 Concrete Casting Foundation 1:1.5:3 3 Solid Concrete Block Wall 4 Filling up to NGL (Side Filling) 5 Concrete Block Wall for Super structure ********** 6 DPC 1:1.3:2 Unit Quantity m³ m³ m³ pl.a. m³ m³ m³ 400 600 Conorete Casting 1:1.5:3 -750- Section A-A Material 1 Cement in Kg Sand In Kg Aggregate in Kg Block in Nos **************** (
From given Fence plan and its section below, fill up given table below of Abstract Estimation for a (Load bearing type structure) by Centre Line Method Notes: - ● Lintels cross-section over a Door (h=0.25 x b-0.4) m ● Excessive length @each side end of a lintel = 0.20m Door dimension D (2.15x1.1) m. Frame thickness of the Door= 0.06m There is not SKIRITING applied to the Wall ● Density of Sand 1460kg/m³ ● Density of Aggregate 2900kg/m³ ● Redraw the Table below, the results must be added in the Table. 3.1m -6m- * 3m Cement Plastering. Mortar (1:1.4) Cement Plastering, Mortar (1:1.4) -Concrete Block 20x20x40, Mortar (1:1.25) 0.6m DPC 1:1.3:2 -Tiles and Mortar -CC 1:24 @10cm NGL 0.0m -Solid Concrete Block 15 Cement Mortar (1:1.15) -0.75m V 2.4m 1m .. 0.4m- Plan of Wall 146 131⁰ Series Item 1 Earth Work Excavation for Foundation 2 Concrete Casting Foundation 1:1.5:3 3 Solid Concrete Block Wall 4 Filling up to NGL (Side Filling) 5 Concrete Block Wall for Super structure ********** 6 DPC 1:1.3:2 Unit Quantity m³ m³ m³ pl.a. m³ m³ m³ 400 600 Conorete Casting 1:1.5:3 -750- Section A-A Material 1 Cement in Kg Sand In Kg Aggregate in Kg Block in Nos **************** (
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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