| Section | A | B | C | D |
| Structure | RC | S | RC | S |
| Storeys | F15 + B5 | F14 + B6 | F12 + B4 | F14 + B5 |
| Gross floor area | | | | | Aboveground (m2) | 12,566.37 | 11,930.45 | 30,785.75 | 31,993.80 | Underground (m2) | 6,295.24 | 7,079.33 | 20,173.86 | 19,082.83 | Total (m2) | 18,861.61 | 19,027.78 | 50,959.81 | 51,076.63 |
| Quantity of input materials | | | | | Cement (Ton) | 4726.36 | 4396.18 | 12,643.88 | 7,300.60 | Sand (m3) | 7069.05 | 6575.22 | 18,911.00 | 10,919.25 | Gravel (m3) | 8123.68 | 7556.17 | 21,732.34 | 12,548.29 | Rebar (Ton) | 1675.36 | 1125.61 | 4382.00 | 2,076.15 | Shape steel (Ton) | 75.97 | 979.89 | 91.19 | 3,531.00 | Galvanized steel sheet (m2) | — | 13850.00 | — | 31,994.00 | Steel plate (Ton) | 9.44 | 91.77 | 7.30 | 346.84 |
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