A 18.20 3 22.18 19.63 23.78 24.22 B 18.05 19.05 21.77 123.12 23.75 C 17.68 18.83 121.32 21.76 22.50 D 17.42 18.65 19.53

[answerhappygod]

A 18 20 3 22 18 19 63 23 78 24 22 B 18 05 19 05 21 77 123 12 23 75 C 17 68 18 83 121 32 21 76 22 50 D 17 42 18 65 19 53 1 (34.82 KiB) Viewed 19 times

A 18 20 3 22 18 19 63 23 78 24 22 B 18 05 19 05 21 77 123 12 23 75 C 17 68 18 83 121 32 21 76 22 50 D 17 42 18 65 19 53 2 (21.74 KiB) Viewed 19 times

A 18 20 3 22 18 19 63 23 78 24 22 B 18 05 19 05 21 77 123 12 23 75 C 17 68 18 83 121 32 21 76 22 50 D 17 42 18 65 19 53 3 (47.8 KiB) Viewed 19 times

A 18 20 3 22 18 19 63 23 78 24 22 B 18 05 19 05 21 77 123 12 23 75 C 17 68 18 83 121 32 21 76 22 50 D 17 42 18 65 19 53 4 (16.04 KiB) Viewed 19 times

A 18.20 3 22.18 19.63 23.78 24.22 B 18.05 19.05 21.77 123.12 23.75 C 17.68 18.83 121.32 21.76 22.50 D 17.42 18.65 19.53 19.98 21.82 000S E 17.23 18.56 19.44 (19.12 21.50 5000 Site Formation Layout Plan Reduce level is +20.5 mPD Notes: 1. All dimensions are in millimeters; 2. Grid size is 5.00m x 5.00m; 3. Reduce level is +20.5 mPD; 4. All excavated material is suitable for backfilling: 5. All surplus excavated material to be removed from site and deposited to TM38: 6. Apart from the excavated material, all filling material to be obtained from off-site area provided by the Contractor, and 7. All filling in marking up level (reduce level) to be deposited in 500mm layer by layer and compacted by vibrating roller
5600 1 TOO 0001 4000 4500 5600 4500 Ground Floor Plan
100W) x 200H) RC curb 200mm thick RC hoofstab 12.985 300 W) X 600 (D) RC beam 100mm thick RC wall 200mm thick ground slab DPM 150mm thick hardcore 9.05 EGL 7 235 O 100 75mm thick blinding layer Section A-A Notes: 1. All dimensions are in millimeters: 2. All excavated material is suitable for backfilling: 3. Disposal of excavated material to be removed from site to TM38: 4. All reinforced concrete to be grade 30/20; all blinding concrete to be grade 10/20, ground slab to be plain concrete grade 20/20 5. All substructure formwork to be sawn formwork, all superstructure formwork to be wrought formwork; 6. Hardcore to be crushed stone with machine compacted; 7. DPM to be one layer of 0.08mm thick polythene sheet; 8. Size of all columns to be 400mm x 400mm; 9. Size of all roof beams RBI to RB8 to be 300mm (wide) x 600mm (depth) 10. Thickness of all RC wall to be 100mm thick: 11. Thickness of roof and ground slab to be 200mm, 12. Size of all pad footing to be 1000mm x 1000mm x 400mm (thick); and 13. All steel reinforcement is measured by others. X
Q2 With reference to Drawing Nos.: CON4525/02 and CON4525/03. (45 marks) prepare a taking-off list and take off the quantities of all superstructure and substructure for the hub in accordance with HKSMM4 Rev. 2018 Surface excavation is not required under this exercise, Reinforcement to the hub is measured by others, (You are required to make your own assumption in the form of using Query Sheet to any detail not given in the drawings)