2 20.00 STORAGE TANK 30.00 C TIIVI 13.00 100 300 FILL 300. 300 PLAN SCALE 1:300 1.00' 20.0원 143.001 300 12M ORIGINAL SURFACE FILL 110M 300 5M 300 SECTION SCALE 1:200 DRAWING No.Q STORAGE TANK A contract for an office building includes the provision of a storage tank. Drawing No Q₁ shows the plan and Section of the proposed storage Tank. Take off quantities for the following work Topsoil excauation b) Basement excavation Filling to basement excauation and replacement of topsoil around the structure Specifications 1 lapsoil to be excavated over the area of the structure for a width of 4m all around same and deposited 15m away for re use 2 Top soil to be excavated to a depth of 150mm 3 Excavate for basement including filling around the structure 4 and remove surplus soil from site Filling is to be of selected excavated material 5) Filling around the structure with topsoil 150mm depth NB use CES MM4
2 20.00 STORAGE TANK 30.00 C TIIVI 13.00 100 300 FILL 300. 300 PLAN SCALE 1:300 1.00' 20.0원 143.001 300 12M ORIGINAL SURFACE FILL 110M 300 5M 300 SECTION SCALE 1:200 DRAWING No.Q STORAGE TANK A contract for an office building includes the provision of a storage tank. Drawing No Q₁ shows the plan and Section of the proposed storage Tank. Take off quantities for the following work Topsoil excauation b) Basement excavation Filling to basement excauation and replacement of topsoil around the structure Specifications 1 lapsoil to be excavated over the area of the structure for a width of 4m all around same and deposited 15m away for re use 2 Top soil to be excavated to a depth of 150mm 3 Excavate for basement including filling around the structure 4 and remove surplus soil from site Filling is to be of selected excavated material 5) Filling around the structure with topsoil 150mm depth NB use CES MM4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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