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C 20.00 STORAGE TANK - 1 2 [ [ [ ] [ [ [ [ 30.00 PLAN SCALE 1:300 1.00 143.001 100 13·0011 FILL 300. le 300 20.00 300 ✓ ORIGINAL SURFACE 300 +12M T FILL IOM 300 :0 SECTION SCALE 1:200 DRAWING No.Q STORAGE TANK 杯 300 5M A contract for an office building includes the provision of a storage tank. Drawing No. QI shows the plan and section of the proposed storage tank. Take off quantities for the following work. a. Topsoil excavation. b. Basement excavation. (5 Marks) (9 Marks) c. Filling to basement excavation and replacement of topsoil around the structure. (11 Marks) Specifications 1. Topsoil to be excavated over the area of the structure for a width of 4 m all round same and deposited 15 m away for re-use. 2. Topsoil to be excavated to a depth of 150 mm. 3. Excavate for basement including filling around the structure and remove surplus soil from site. 4. Filling is to be of selected excavated material. 5. Filling around the structure with topsoil 150 mm depth.

C 20.00 STORAGE TANK - 1 2 [ [ [ ] [ [ [ [ 30.00 PLAN SCALE 1:300 1.00 143.001 100 13·0011 FILL 300. le 300 20.00 300 ✓ ORIGINAL SURFACE 300 +12M T FILL IOM 300 :0 SECTION SCALE 1:200 DRAWING No.Q STORAGE TANK 杯 300 5M A contract for an office building includes the provision of a storage tank. Drawing No. QI shows the plan and section of the proposed storage tank. Take off quantities for the following work. a. Topsoil excavation. b. Basement excavation. (5 Marks) (9 Marks) c. Filling to basement excavation and replacement of topsoil around the structure. (11 Marks) Specifications 1. Topsoil to be excavated over the area of the structure for a width of 4 m all round same and deposited 15 m away for re-use. 2. Topsoil to be excavated to a depth of 150 mm. 3. Excavate for basement including filling around the structure and remove surplus soil from site. 4. Filling is to be of selected excavated material. 5. Filling around the structure with topsoil 150 mm depth.

Fundamentals Of Construction Estimating
Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter10: Pricing Excavation And Backfill
Section: Chapter Questions
Problem 2RQ
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Kindly solve this question under Measurement and Specifications for Civil Engineers.

C 20.00 STORAGE TANK - 1 2 [ [ [ ] [ [ [ [ 30.00 PLAN SCALE 1:300 1.00 143.001 100 13·0011 FILL 300. le 300 20.00 300 ✓ ORIGINAL SURFACE 300 +12M T FILL IOM 300 :0 SECTION SCALE 1:200 DRAWING No.Q STORAGE TANK 杯 300 5M
Transcribed Image Text:C 20.00 STORAGE TANK - 1 2 [ [ [ ] [ [ [ [ 30.00 PLAN SCALE 1:300 1.00 143.001 100 13·0011 FILL 300. le 300 20.00 300 ✓ ORIGINAL SURFACE 300 +12M T FILL IOM 300 :0 SECTION SCALE 1:200 DRAWING No.Q STORAGE TANK 杯 300 5M
A contract for an office building includes the provision of a storage tank. Drawing No. QI shows the plan and section of the proposed storage tank. Take off quantities for the following work. a. Topsoil excavation. b. Basement excavation. (5 Marks) (9 Marks) c. Filling to basement excavation and replacement of topsoil around the structure. (11 Marks) Specifications 1. Topsoil to be excavated over the area of the structure for a width of 4 m all round same and deposited 15 m away for re-use. 2. Topsoil to be excavated to a depth of 150 mm. 3. Excavate for basement including filling around the structure and remove surplus soil from site. 4. Filling is to be of selected excavated material. 5. Filling around the structure with topsoil 150 mm depth.
Transcribed Image Text:A contract for an office building includes the provision of a storage tank. Drawing No. QI shows the plan and section of the proposed storage tank. Take off quantities for the following work. a. Topsoil excavation. b. Basement excavation. (5 Marks) (9 Marks) c. Filling to basement excavation and replacement of topsoil around the structure. (11 Marks) Specifications 1. Topsoil to be excavated over the area of the structure for a width of 4 m all round same and deposited 15 m away for re-use. 2. Topsoil to be excavated to a depth of 150 mm. 3. Excavate for basement including filling around the structure and remove surplus soil from site. 4. Filling is to be of selected excavated material. 5. Filling around the structure with topsoil 150 mm depth.
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